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HomeMy WebLinkAbout1978-07-25 Info Packett;1ICk0FILi4ED BY JOR14 MICROLAB CEDAk RAPIDS AND UES HUINL:,, iun„ City of 10%va Cit. - M :H "� '`�{ ; as . 4. A 5:3 1}...,,0. i . -N :.• ttF alb I i E DATE: July 14, 1978 TO; City Council FROM: Dennis Kraft, Director of Planning F, Program Development RE: Title 5 and State Senior Center Grant Attached is a copy of the City's application for State Senior Center grant funding Also attached are copies of pages 1, 2, 5, 6 and 16 from the Title V funding application. The applications are identical except for these pages which are specifically directed at the particular agency. We expect to be contacted within 75 days as to the exact amount we have been awarded by each source. DK/ssw Attachments i 141CROPILMED BY , I JORM MICR+LAE UDAR RAPIDS • DCS MOMrS �ro i t;1ICk0FILi4ED BY JOR14 MICROLAB CEDAk RAPIDS AND UES HUINL:,, iun„ City of 10%va Cit. - M :H "� '`�{ ; as . 4. A 5:3 1}...,,0. i . -N :.• ttF alb I i E DATE: July 14, 1978 TO; City Council FROM: Dennis Kraft, Director of Planning F, Program Development RE: Title 5 and State Senior Center Grant Attached is a copy of the City's application for State Senior Center grant funding Also attached are copies of pages 1, 2, 5, 6 and 16 from the Title V funding application. The applications are identical except for these pages which are specifically directed at the particular agency. We expect to be contacted within 75 days as to the exact amount we have been awarded by each source. DK/ssw Attachments i 141CROPILMED BY , I JORM MICR+LAE UDAR RAPIDS • DCS MOMrS CITY OF IOWA CITY FY -79 APPLICATION FOR SENIOR CENTER FUNDS 139 N .1017M MICR©LAB hLILROFILNEU BY JORM MICROLAB CEDAR RAPIDS AND JLS MUINLj, :vf+ll ;n i 1978 APPLICATION FOR STATE SENIOR CENTER FUNDS Approved and Submitted by: THE CITY OF IOWA CITY, IOWA CITY COUNCIL John Balmer Carol deProsse Clemens Erdahl Mary Neuhauser. David Perret Glenn Roberts Robert Vevera, Mayor 1 � CITY MANAGER Neal Berlin Prepared by: Department of Planning & Program Development i Dennis Kraft, Director Julie Vann, Program Coordinator Debra Martzahn, Planner/Program Analyst Bette Meisel, Planner/Program Analyst MICROFILM BY t� JORM MICR+LAB f CFDAR PAPIDS • DES MOINES n 0 r,, IQICROFILMED BY JORM MICROLAB • CEDAR RAPIDS AND uLS PIU,!1L:,, iu1,11 TABLE OF CONTENTS I. GENERAL INFORMATION r n 0 r,, IQICROFILMED BY JORM MICROLAB • CEDAR RAPIDS AND uLS PIU,!1L:,, iu1,11 TABLE OF CONTENTS I. GENERAL INFORMATION ...1 Face Page . Resolution Authorizing Application • • • ' ' 2 ....3 Assurances ' A-95 Review: State of Iowa Office of Planning & Prog. Devel. . 5 East Central Council of Government . . . . . . . 6 II. PROJECT NARRATIVE ...7 Introduction' 8 Philosophy & Objectives ',' Timeline of Implementation ,13 , , ,16 III. BUDGET IV. PHYSICAL OUTLAY OF THE FACILITY , ,22 Map of Location. Photocopy of Floor Plans . . . . . . . . . . . . . . . . . . '23 Statement from Fire Marshall 26 . , , . ,28 Deed V. SERVICES AND ACTIVITIES Discussion of Services and Activities 29 . .35 Schedule of Hours . . . . . . . . . • • . . . . . . . . . .36 List of Personnel . . . . . . . • • • • • • • • • . . . • . Persons to Be Served . . . . . . . . . . . . . . . . . . . . .37 VI. OTHER PERTINENT INFORMATION Elderly Participation . . . . • • • • • • • • • • • • . . • . .38 General Community Support . . . . . . . . . . . . . . . . . .40 141CROFIL14ED BY DORM MICR+LAB CEDAR RAPIDS • DCS MDIMES I IC I to Elderly . . . . . . . . . . . . . . . . . . ,d Funds I l i . . .45 I. I,ALROFILMLD BY JORM MICROLAB • CEDAR RAPIDS AND UES MWIlu, TABLE OF CONTENTS (CONTINUED) Proximity to Elderly . . . . . . . . . . . . . . . . . . . . .42 Funds and Funding Sources . . . . . . . . . . . . . . . . . . .45 Need for State and Federal Funds . . . . . . . .. . . . . . .48 Coordination with Service System . . . . . . . . . . . .49 Flood Plain Statement . . . . . . . . . . . . . . . . . . . .50 Historical Landmark Statement . . . . . . . . . . . . . . . .51 APPENDIX A: Inventory of Furnishings at Close Mansion . . . . . .52 APPENDIX B: Photographs of the Senior Center Site . . . . . . . ,55 APPENDIX C: Budget Items . . . . . . . . . . . . . . . . . . . . .60 APPENDIX D: Job Descriptions . . . . . . . . . . . . . . . . . . .66 APPENDIX E: Resolution of Intent to Develop Senior Center .85 APPENDIX F. Letters of Support . . . . . . . . . . . . . . . . .87 APPENDIX G: Blueprints and Map (original copies only) . . . . . 101 MICROFILMEn BY ri JORM MICR+LAS i CEDAR RAPIDS • DES MOINES W P1 W(Oi-ILMED BY JORM 141CROLAB ABSTRACT CEDAR RAPIDS AND uLS The City of Iowa City is developing a structure to be used as a multi-purpose Senior Center. This document is an application for funding available for this purpose under the Older Americans Act of 1965. Specificallytthe funding will be used to furnish and equip the y. The proposed facility will be developed in an existing historically significant structure -- the Old Post office-- located in the Central Business District of Iowa City. This site location is a few blocks from the City bus system's central transfer point, many churches, several parks, the University of Iowa, and all major City offices: the Public Library, Recreation Center, City Nall, and Police and Fire Departments. There will be a 100 -unit apartment building for senior citizens adjacent to the proposed center for which construction will begin in April of 1979. Another 81 -unit housing complex for senior citizens will be only . four blocks away. Many other housing opportunities for senior citizens are located in this downtown location. Agencies and organizations of the Johnson County area will work together as a team to provide activities and" services at this new facility. The Senior Center will house a network of opportunities for senior citizens. Programs in which information and referral, education opportunities, transportation, nutrition, health services, social services, recreation and leisure time activities, legal services, and volunteer and employment opportunities. The facility is scheduled to open fall of 1979. Funding is currently being sought to allow the facility to have an aesthetically pleasing interior design which facilitates the efficient and effective delivery of services and accommo- dates a variety of programs and activities. The special needs of aging individuals will be reviewed as furniture is selected. �:- MICRof ILMCD BY "I JORM MICR+LAB , CEDAR P.APIDS • nES MINES I.11i:RUiILMEJ BY JORM MICROLAB CEDAR RAPIDS AND XE Ilu:hu. .JW1 'iirrLJL1iJ lull rU1S AfiA V UIYI)rn IiIC ULUCI1 MJ•ICalLmijJ H('I1 page_61 STATE OF IOWA COMMISSION ON THE AGING AAA 1_ DESCRIPTION APPLICANTS . TYPE OF APPLICANT IChwck enn Iowa City Multi-purpose Senior Center The City of Iowa City is renovating the old Post Office building to be used to house a network'of program and service opportunities for senior citizens. Agencies and organizations of Johnson County will implement the programs and services. 3. LEGAL APPLICANT/RECIPIENT a) Name City of Iowa City b) Unit local municipal government e) Address Civic, Center, 410 E. Washington Street d) City, State, Zip Iowa'City, Iowa 52240 e) Contact Person Julie Vann, Program Coordinator f) Telephone 319/354-1800, est. 313 4. AREA AGENCY ON AGING ' a) Name Heritage Area Agency on Aging I b) Director Russell Proffitt e) Address 6301 Kirkwood Boulevard, S.11. d) City, State Zip Cedar Rapids, Iowa 52240 e) Telephone 319/398-5559 6. TYPE OF REVISION (if appropriate) N/A Fiscal _ Regulation _ Project Duration _ Other (Specify) 8. IF REQUIRED BY OMB CIRCULAR A-95, LIST THE APPROPRIATE. CLEARINGHOUSE INFORMATION State Local Other a) Clearinghouse OPP ECICOG b) Number c) Date Assigned d) Response: (Attached) (None) Page 1 Council of Government _ Community College Community Services Agency x Other Public Agency Private, Non -Profit 5. TYPE OF APPLICATION a) New b) Continuation c) Revision d) Supplement (Enter Letter) Federal Funding Title i.li $ I Title IV -A $ " I Title V $ _ Title VII $ Title IX $ ,. rnvr wcu runu,nu Federal $ State $ 38,666 Applicant $ Local $ Other $ Total $ 9. TO WHOM SHOULD CHECKS BE SENT Name City of Iowa City Address Dept: of Finance 410 E. Washington St. Idwa City, IA 52240 RICROFILMED BY ,. JORM MICR+LAB CCMR RADIOS • OPS MOINES PIIGtUFILMLD BY JORM MICROLAB CEDAR RAPIUS AND ULA :Ao:aL RESOLUTION 78-297 RESOLUTION AUTHORIZING 'HIE CITY tLANAGER TO FILE AIN APPLICATION TO THE IOWA CORMISSION ON AGING FOR AN AWARD UNDER THE OLDER A.%IERICAN'S ACT FOR FY '79 STATE SENIOR CENTER FUNDING IN THE AMOUNT OF $38,666.00. WHEREAS, the City of Iowa City, Iowa, is an eligible unit of general govern- ment authorized to file an application under the Older Americans Act of 1965, and WHEREAS, the City of Iowa City, Iowa, has prepared an application for federal assistance with FY 179 State Senior Center Funding in the amount of $38,666.00; and WHEREAS, the City of Iowa City, Iowa, plans to develop a multipurpose senior center that will serve as a community facility providing a broad spectrum of programs and services designed primarily for older persons, including recreational activities and nutritional, health, social and educational services; and WHEREAS, the City Council of Iowa City, Iowa, believes that the public interest will be served by filing said application; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF IOWA CITY, IOWA, that the City Manager of Iowa City be and he is hereby directed to file with the heritage Area Agency on Aging an application for state assistance under the Older rmeridans Act, and, BE IT FURTHER RESOLVED that the City Manager is authorized and directed to provide the necessary understandings and assurances required by the State of Iowa, Commission on Aging in connection with said application, specifically assurances contained on the form "Assurances Applicable to State Senior Center Facilities." It was moved by deProsse and seconded by Erdahl that the Resolution as read be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Balmer x deProsse x Erdahl _ x Neuhauser x Ferret x Roberts x Vevera Passed and approved this 11th day of JJu/IV 1978• Mayor I � City Clerk REMIM & ApPRO'IED TEE LEGAL DFPhRT:Iw'RT 2 �• eY� MICROFILMED BY 1 JORM MICR+LAB r,EDAR RAPIDS • DCS MOINES MILROFILK D BY JORM MICROLAB n.' LEUAR RAPIDS AND uL`, rlUi:'L. 8. Where structural changes will be undertakhn in the course of altering or renovating a facility, the applicant shall assure compliance concerning all applicable local or State ordinances, laws, or building codes. In the absence of such codes, such structural changes must conform co Chapter 23 of the Uniform Building Code, or Article 7 or the Basic Building Code, or Chapter 12 of the Standard Building Code. 3 141CRorwo) By DORM MICR+LAB CEDAR RAPIDS . DCS M01111S ASSURANCES APPLICABLE TO STATE SENIOR CENTER FACILITIES 1. The applicant shall assure that any facility for which funds are awarded under this part shall comply, before the multipurpose senior center program is operated in such facility, with all applicable State and local health, fire, safety, zoning, and sanitation codes. With special regard to life/safety conditions, work will comply with the provisions of the National Fire Protection Association 101 Life Safety Code for the applicable building occupancy classification or•State and local - codes, whichever is the more stringent. 2. The applicant shall assure that if a facility to be acquired, altered or renovated will be shared with other age groups, that funds under this part will be used only for that portion of the facility that will be used by older persons. Where the same floor space is to be shared with different age groups, funds under this part may be used proportionately for acquiring, altering or renovating the facility i i only to the extent that such floor space will be used by older persons. 1 I'. a. The applicant shall assure that the applicable requirements contained in the following statutes and executive order are satisfied: - 1) Flood Protccclon Act, Public Lav 93-234 2) National Historic Preservation Act, Public Law 89-665; and 3) Executive Order on Flood Plains, E. 0. 11988 3. The applicant shall assure there are no existing facilities in the community suitable for leasing as a multipurpose senior center. 4. The applicant shall assure that any facility to be acquired under this part will conform with the Architectural Barriers Act of 1968 (41 CFR 101-17 703). 5. The applicant shall assure that the facility will be used for the purpose for which It is acquired for not less than ten years after the date acquired. 6. The applicant shall assure that the facility will not be used, and is not intended to be used for sectarian instruction or as a place for religious worship. 7. The applicant shall assure that sufficient funds will be available when purchase is completed, for effective use of the facility for the purpose for which it is being purchased. 8. Where structural changes will be undertakhn in the course of altering or renovating a facility, the applicant shall assure compliance concerning all applicable local or State ordinances, laws, or building codes. In the absence of such codes, such structural changes must conform co Chapter 23 of the Uniform Building Code, or Article 7 or the Basic Building Code, or Chapter 12 of the Standard Building Code. 3 141CRorwo) By DORM MICR+LAB CEDAR RAPIDS . DCS M01111S MICROH LMED BY JORM MICROLAB CEDAR RAPIDS AND JLS :1Ui.iL.,, :w n 9. The applicant shall assure that all activities undertakenunder this ht shall conform to the Civil Rights Act of 1964 and all app policies and procedures established relating to such Act. In addition, the applicant shall develop and implement an affirmative action plan in the area of employment, and the development and implementation of a plan designed to provide maximum opportunity for participation in the service programs operating out of the center by lav -income and minority persona. I 10. The applicant shall assure that the requirements set forth in Section 50 and guations (45ELF, Part of the Rehabilitation Act of 197 crimination oflhandicappedCpersons) 84) lines are 11. The applicant shall assure that he will adhere to the record-keeping requirements that are part of receiving the State Senior-Center=grant•: ta 12. The applicant shall assure -that he will participate`3ii.smering-the Senier_Center with persons paid through a GETA or Older-AAmericans Act *Title.IX,grant if such grant opportunities are offered to the applicant. 13. The applicant understands that funds awarded by the Iowa Commission on the Aging may be terminated at any time for violations of any terms and requirements of the Title V grant. July 12 1978 Date Person Authorized to Sign for Applicant i ( Neal G. Berlin, City Manager i Ii F11 "llr' 111CROF1 LlfE0 BY JORM MICR4LAB CEnAR RAPIDS • DES MOINES 19ILRUF ILi4ED BY JORM MICROLAB CEDAR RAPIUS AND ULS I•IU1NL_ , CITY. OF - I OWA CITY CIVIC CENfER• 410 E. WASHINGTON ST- IOWA CITY IOWA 52240 (319) 354.1800 July 10, 1978 Mr. A. Thomas Wallace Federal Funds Coordinator Office of Planning and Programming State Clearing House 523 East 12th Street Des Moines, Iowa 50319 RE: Application for FY'79 State Senior Center Funding Dear Mr. Wallace: Enclosed you will find one copy of the application being submitted by the City of Iowa City to the Iowa Commission on Aging for an award under the Older American's Act for FY'79 State Senior Center Funding. This application for $38,666.00 of funding is being forwarded to you for review and sign—off, to fulfill A-95 clearing house review requirements. If you need any additional information or clarification, please feel free to contact me. Sinccerely,� Julie Vann CDBG Coordinator bdwl/4 Enclosure 5 MICROFILMED BY ,•I JORM MICR+LAB CfRAR RAPIDS • Df.S MOINES I 19ILRUF ILi4ED BY JORM MICROLAB CEDAR RAPIUS AND ULS I•IU1NL_ , CITY. OF - I OWA CITY CIVIC CENfER• 410 E. WASHINGTON ST- IOWA CITY IOWA 52240 (319) 354.1800 July 10, 1978 Mr. A. Thomas Wallace Federal Funds Coordinator Office of Planning and Programming State Clearing House 523 East 12th Street Des Moines, Iowa 50319 RE: Application for FY'79 State Senior Center Funding Dear Mr. Wallace: Enclosed you will find one copy of the application being submitted by the City of Iowa City to the Iowa Commission on Aging for an award under the Older American's Act for FY'79 State Senior Center Funding. This application for $38,666.00 of funding is being forwarded to you for review and sign—off, to fulfill A-95 clearing house review requirements. If you need any additional information or clarification, please feel free to contact me. Sinccerely,� Julie Vann CDBG Coordinator bdwl/4 Enclosure 5 MICROFILMED BY ,•I JORM MICR+LAB CfRAR RAPIDS • Df.S MOINES MILROFILMLU BY JORM 141CROLAB • CEDAR RAPIDS AND ULS I•IU!NL,, ;Unn n CITY OF IOWA CITY CIVIC CENTER- 410 E. WASHINGTON ST IOWA CITY IOVA/A 52240 (319) 354.1800 n 0 July 10, 1978 Mr. Jim Elza East Central Iowa Council of Governments 332 East Washington Street Iowa City, Iowa 52240 RE: FY'79 State Senior Center Application Dear Mr. Elza: Enclosed you will find one copy of the application being submitted by the City of Iowa City to the Iowa Commission on Aging for an award under the Older American's Act for FY'79 State Senior Center Funding. This application for funding is being forwarded to you for review and sign - off, to fulfill A-95 clearing house review requirements. Please forward your agency's comments or recommendations about this application as soon as possible. If you need any additional information or clarification, please feel free to contact me. Sincerely, � � Oji( �S C/liru/ Julie Vann CDBG Coordinator bdwl/5 Enclosure cc: Johnson County Regional Planning Commission , 141CROFILMED BY .I JORM MICR+LAB CFOAR P.APIOS • PFS MOINES Project Narrative I I( Rol P JORM MICROLAS ,.)1, .I . .11�- I. MlukUl rLMEU BY DORM MICROLAB INTRODUCTION LLUAR RANIu�) AND JL This application is for state and federal funds to be used in providing furniture and equipment for the new multi-purpose Senior Center which is being developed to serve Iowa City and the surrounding area. At present, neither Iowa City nor Johnson County has a multi-purpose Senior Center. There is an older County -owned building known as Close Mansion, at 538 South Gilbert Street, which houses the Council of Aging Offices, Congregate Meals Program, SEATS Transportation Program and the Johnson County Health Department. Close Mansion has several drawbacks in serving as a Senior Center. Only the main floor is accessible to the elderly with physical limitations, as there is no elevator. The main floor includes an entrance hall, living room, dining room, the Council on Aging office, the Congregate Meal office, kitchen and serving room. In the upstairs are offices for the County Health Department and the SEATS program. Because the rooms are quite small, both the living room and dining room are crowded by the j long tables used by Congregate Meals. I., The main floor is furnished and equipped with items purchased through the County or through Heritage Agency on Aging. Some of the furniture and equipment used in the Council on Aging office is owned by the University of Iowa. A list of furnishings by room is included in Appendix A. Many of these items have been obtained second-hand and are not well suited for their present use because of poor design and previous wear. The City of Iowa City purchased the old Post Office site in February, 1978, from postal authorities for $250,000. The City is planning to adapt the structure for use as a Senior Center at a cost of approximately $900,000. In contrast to the 2748 useable square feet at the Close Mansion, this new Senior Center will provide 16,600 square feet of space on two floors. The exterior walls of this "Beaux Arts" style building (photographs in Appendix B) will be repaired and restored. The interior will be extensively remodeled to provide meeting and office space, rooms for various activities, kitchen and eating facilities. Particularly because of its downtown location, this building has a great potential for use as a Senior Center. The site (shown on Map 1 in the physical outlay section) is within two blocks of the City's main retail area, the Recreation Center, the Public Library and the Civic Center. If the City is able to obtain funding for furniture and equipment, the Senior Center will be ready for use in the fall of 1979. Several service agencies are looking forward to locating within the new Senior Center. Grouping agencies in this way will make their services more visible and more accessible to the elderly. It will provide for better communication and coordination between services and possible economies of operation expenses. An attractive and comfortable environment within the Senior Center will make it a social meeting place as well, and those of us developing the center feel this function is just as important and often intertwined with service provision. Many groups and individuals have been involved in the development of the new multi-purpose center, and are eager to see it opened for use. Specific community support for this pro7'ect and plans for the new Senior Center are outlined elsewhere in this application. MICRorIL14E0 BY ' JORM MICR+LAB CCMR RAPM • Prs momis MIILItOt 1LMLO BY JORM MICROLAB CEDAR RAVIuJ AND ur_ I-lu;;, . , • n,:. PHILOSOPHICAL STATEMENT ADOPTED BY THE JOINT PROJECT (SENIOR CENTER/ELDERLY HOUSING) TASK FORCE, JANUARY 1976 r The City of Iowa City and the Ecumenical Housing Corporation are committed to the establishment of a Senior Center/Housing complex, as a coordinated unit, that will be a focal point for the planning, facilitating, and provision of a broad spectrum of services for older persons. The joint project offers a unique opportunity to blend the resources of a public and private non-profit agency in addressing the needs of the whole person. It offers the opportunity for coordinated services, increased accessibility for housing residents, space utilization and joint funding. We hope that the development of this project will provide the entire community with the occasion to develop a total coordinated delivery of services to the elderly. We see this as a community project that will involve in the planning of the facilities and the services to be carried forth, the elderly, the agencies that serve the elderly, funding and planning agencies, the University, and all the citizens and groups within the community. We need to emphasize that the Senior Center is total community space and will serve all elderly persons while recognizing within the housing I component that there is need to provide some private space for residents. We need to be mindful of both changing needs of older persons and changing programatic responses to those needs. We recognize that we need to build into our plan, space and program flexibility and adaptability, thereby providing the participants an opportunity to be involved in the development of programs to meet their needs. Our goal in providing services through this joint complex is to create a focal point in the community where older persons can gather for services or activities in order to enhance continued growth and support independence To provide opportunities for involvement in and with the community, these services must address the total spectrum of needs including physical, nutritional, psychological, social, cultural, and even be provided within, emanate from, or be linked to the Senior complex. The continuum of community services represents our conceptual framework within which we shall plan for services and activities to older persons. Our specific decisions regarding provision of services in the complex presently, or in the future, will be dependent on needs of older persons and funding capabilities. Ll r1. MICROFILMED BY JORM MIC R+LAB CEDAR RAPIDS • NS MOINES f,11 2A ILME0 BY JORM MICROLAB LEUAk RADIUS ANU 'ULS AU: t_:u, : r SENIOR CENTER GOALS AND OBJECTIVES (Currently under review by the Joint Project Task Force) Goal i To coordinate a network system of services and programs for older persons which will minimize duplication and gaps in service and improve acces- sibility into the system. i Objective A To organize a process through which the directors of agencies providing services to the elderly will share ideas and information to handle common problems. Objective B To promote the use of office space for a number of agencies at the Senior Center in order to provide the convenient opportunity for senior citizens to have their needs comprehensively addressed. An ongoing recording, record keeping system, through which the board can monitor program quality and make constructive recommendations for changing existing programs or adding new programs to better meet senior citizen needs. j Goal 2 To promote opportunities that utilize the expertise, experience and wisdom of the older person and offer their productivity and contributions to the wider community. Objective A To enlist the assistance of Iowa State Job Service, Green Thumb, RSVP, CETA, and others in the development and dissemination of information regarding employment opportunities for older persons. Objective B To facilitate the use of volunteers in the operation of Senior Center programs and activities, including encouraging older persons to conduct craft, education and recreational programs for which they have special expertise. Objective C To involve older persons in decisions concerning the operation and programming of the Senior Center. E 141CRorILMED BY J a R M MICR+LAB CEDAR RAMS • DES MOVIES W MlL,i<OYILMLU BY JORM MICROLAB CEDAR RAPIDS AND UES IUIJIL�, :u... Goal 3 To insure the development and provision of service that minimizes the deterioration of physical and mental health, identify potential health problems, and respond to health needs and concerns. Objective A To promote health screening programs. Objective B To provide educational opportunities regarding the aging process, nutrition, exercise, general health care, depression and other health related areas. Objective C To enlist the cooperation and participation of counseling services and programs which provide individual and group counseling and promote sound mental health. Objective D To provide the opportunity for senior citizens to receive an affordable, well balanced, nutritional meal daily (i.e., Congregate Meals Program and Meals on Wheels Program). Objective E To promote senior citizens' physical fitness providing recreation and physical activities appropriate for participants. Goal 4 To insure development and provision of a good spectrum of leisure and educational services that can respond to the unique interests of individuals. Objective A To develop educational program opportunities for senior citizens to learn more about themselves and the aging process. Objective B To provide equipment and space to carry out a variety of craft programs. Objective C To provide space and equipment to accomodate a variety of recreational activities such as parties, card playing, pool, exercising, dancing, etc. 10 141CROFILIIED BY JORM MICR+LAB CCMR RAP@S. • OCS 11010ES i r. z i 14ILkOFILMED BY JORM MICROLAB CEDAR RAPIDS AND uLS MUI'ILJ, .01111 Objective D To maintain a quarterly updated list of continuing educations opportunities available through Kirkwood Community College and the University of Iowa. Objective E To provide the opportunity for trips and tours to be organized from the Senior Center. Goal 5 To insure the provision of support and communication mechanisms necessary to facilitate the use of a Senior Center by all residents in the community. Objective A To develop a public relations program that will regularly remind the general public of opportunities.available in the Senior Center. Objective B To support (or expand) an information -referral program through which senior citizens can get information about the sources available to meet their needs. Objective C To promote the use of SEATS and other public transportation to facilitate use of the facility regardless of location within the County, income or physical limitations. Goal 6 To promote activites that integrate older persons with other age groups. Objective A To investigate the potential for involving college students in implementing programs at the Senior Center. Objective B To provide opportunities for school age children to become involved in Senior Center activities. Objective C To open some Senior Center programs and activities to interested persons less than 62 years of age, particularly guests of senior citizens. 141CROFILI•IED OY JORM MICR+LA9 f,EDAR RAPIDS DES MOWN$ fIjuRUFILMED BY JORM MICROLAB CEDAR RAVIUS AND ULS FiUikJ, .'MITI Objective D To promote and facilitate the involvement of senior citizens in activities outside the Senior Center. Goal 7 To help insure the development and provision of services that protect options and choices, assist with life planning, and improve individual living situations. Objective A To promote the provision of legal services that either directly assist the older persons in identifying solutions to their legal problems or refer them to other viable sources. Objective B To promote the Information/Referral.and Out Reach services in directing attention to the needs of physically or mentally impaired persons living alone. Objective C To promote Out Reach programs and services directed toward individuals striving to independently live in their own homes, such as the Handiman/Chore service, Phone a Friend/Friendly Visiting program and Shoppers Aid and Escort services. 12 OFILI-0ED BY JORM MICR+LAB CEDAR RAPIDS • DES HOMES f•11CQU ILMED BY JORM 141CROLAB CEDAR RAPIDS AND bCS MUINLJ, ,W111 ,. n TIME LINE CHRONOLOGY OF SENIOR CENTER DEVELOPMENT ACTIVITIES Prior Feb. 1977: The idea to develop a Senior Center formulated and various alternatives was and funding sources reviewed. The City of Iowa City budgeted $250,000 Feb. 1977: of FY78 funds to acquire the old Post Office structure for a Senior Center. Senior citizens met regularly to discuss Feb. '77 -Nov. '78: the proposed Senior Center. Several organizations compiled information by Council on Aging using surveys, e.g., Association of Retired and American Persons. Research and evaluation of the renovation July -Aug. 1977: of the old Post Office for reuse as a Senior Center was completed and the environmental review record report made I` available for citizen review. I The old Post Office structure was acquired Sept. -Feb. 1978: by the City of Iowa City. Nov. -Feb. 1978: The Ebenezer Center on Aging and Human Development, a Minneapolis consulting firm with expertise in developing facilities for senior citizens, was contracted. The Joint Project Task Force was organized Dec. 1977: to coordinate the development of the the da ' Senior Center with proposed Hacent UD Section 202 elderly 9 apartment building. i Research and background information Dec. -Jan. 1973: about existing services and programs compiled J used by local senior citizens was and a report submitted. I by the Ebenezer staff architectAn Jan. -April 1978: selectedand ao contract signed. Johnson County Council on Aging gathered Jan. 1978: senior citizens to discuss the in workshop. proposed Senior Center a 13 If `� -- FIICROCI LI-0Cn BY JORM MICR+LAB MAR P.AI`IDS • DCS MOINES sl M 1•tICROFILMEU BY JORM MICROLAB Feb. 1978: Feb. 1978: Feb. 1978: March 1978: April 1978: May -July 1978: June 1978: July -Aug. 1978: Aug. -Sept. 1978: CEDAR RADIUS AND UES MUTAi ,r'j Agency directors involved in providing services for the elderly met to discuss the types of activities and services to be included in the Senior Center. Questionnaires of information were completed. A preliminary programming report -- compiling background research of the Ebenezer staff, senior citizens' surveys, a senior citizen workshop, and agency comments -- was reviewed and approved by the City Council. The City of Iowa City included $750,000 in its FY79 budget to renovate the old Post Office structure for reuse as a Senior Center. The Council of Elders was organized to involve senior citizens in the planning and program development for the Senior Center. The contract with the architect was signed. The architect prepared schematic drawings of the Senior Center, for review by senior citizens, agencies, and the City's structure owner: the City of Iowa City. Applications for State and Federal funding to furnish and equip the structure were drafted. A more detailed analysis of the existing structure's mechanical, electrical, and structural systems will be prepared by the architect. At the same time, citizens and agencies will be reviewing the proposed floor plans and submitting comments. Plans and specifications for the restoration of the old Post Office exterior -- to preserve its historical significance -- will be developed. The exterior construction work will be bid in October. Construction is expected in late October and early November. 14 MICROFILMED RY f DORM MICR+LAB CEDAR RANDS • OB MOINES I.1ILRUFILMED BY JORM MICROLAB CEDAR RAPIDS AHD UES i•IUlliu, I0111+ 15 Id1CROFILMED BY JORM MICR¢LAB CEDAR P.APIDS • DES M014FS Sept. -Dec. 1978: Based on comments about the floor plans, final plans and specifications for the structure will be developed. r Interior redevelopment construction work will be bid in December. Construction will begin in January. Aug. -Dec. 1978: The Council of Elders will review the for senior citizens <% existing services and select priority programs which they feel should be expanded at the new Senior Center. Aug. -Oct. 1978: Senior Cityzens, agencies, and funding bodies will work together to draft an operations handbook for the Senior Center. Terms and conditions under which various agencies will relocate their offices to the Senior Center will i be developed. The management structure for the Senior Center will be defined. Jan. -Oct. 1979: Construction will be completed. Furnishings and equipment will be ordered and installed. A public relations program will explain the opportunities available in the new center -- fliers, a slide show, etc. will be developed. An executive director will be hired to jmanage July 1979: acility. the facility- Oct. 1979: Oct. Agencies will relocate into the new facility. Nov. 1979: Senior citizens will organize a grand to be held in honor of the opening party new facility. 15 Id1CROFILMED BY JORM MICR¢LAB CEDAR P.APIDS • DES M014FS ... . /. .. .. UI I Budget JORM MICROIAD . I ", . ,„ • CEUAk RAPIUS AND UES J,... TIMATED PROGRAM BUDGET my 1978 -- June 1980 for Other are Resources Total $ 25,000 $ 25,000 20,000 20,000 20,000 20,000 47,443 83,629 1,92,291 1,095,771 i 1,204,734 1,244,400 MICROFILMED BY JORM MICR+LAB CFMR P.WnS • PES MOINES MiLfWt IL&O by JORM MICRULAb LLDAi< RANIUS ANU JLC n BUDGET NARRATIVE The "Estimated Program Budget" includes development costs and operation costs for the first year the Senior Center will be open. This estimate r does not include the budgets of agencies working within, or through, the Senior Center. The budget and funding sources for these agencies are discussed briefly in the section on funds and funding sources in this application. The total cost of establishing a multi-purpose Senior Center in Iowa City is estimated at $1,454,400, and is described by category below. The total budget for personnel is estimated at $75,000 from July 1, 1978 to June 30, 1979. This year these monies will pay the planning and program development administration costs. Personnel costs for general management operations of the Senior Center have been estimated at $60,000 for the first year of operation. (July 1979 -June 1980). In addition to staff costs, other program development costs are listed under "other." These professional technical assistance costs include: 1 the architects ($67,500), and the consultants who are coordinating the development of the Senior Center and the adjoining elderly housing project ($20,000). If the City is awarded either the State Senior ' Center Grant or the federal Title V grant, the architect's scope of services will be expanded to include interior design. This cost is estimated at $3,480 for the equipment budgeted with State funds; and $4,791 for the furniture budgeted with federal Title V funds. Professional assistance will better assure the selection of furniture and equipment that will meet the special needs of aging Senior Citizens. No travel expense has accumulated or is anticipated for the first year of operation. Since the building has been purchased by the City of Iowa City, there are and will be no rental costs. Utilities and supplies are estimated at $20,000 each for the first year of operation. The total amount of equipment to be purchased is estimated at $83,629. -Of this total, $35,186 is dependent on State funding. Federal funding will contribute $48,443. A complete list of items to be purchased, with prices, has been provided by the architect and is included in Appendix C. The items have been identified as to the source of funding, whether State or Title V, and as to their intended location within the Center. Included in the budget are office furniture and equipment for administrative offices and offices for various agencies. At present, there are no administrative offices at Close Mansion, and consequently no office furniture or equipment. Agencies' offices are poorly equipped (the SEATS office does not even have a typewriter), and sparsely furnished. Less than optimum service is presently offered due, in part, to non-functional furniture and equipment. New craft room equipment and furniture must be purchased for the Senior Center since there was no such room or activity at the Close Mansion. New lobby and lounge furniture has been included in the budget. Furniture at Close Mansion was not selected to accommodate individuals with mobility limitations and because of age some pieces are uncomfortable or outdated in style. Because of the interior decoration, rooms do not encourage individuals to congregate into conversation groupings and lighting is poor for 17 MICROf ILMLO BY JORM MIC R+LAB Cf MR PAPI)c • 0f5 '401NIS fAiLRUiiLMLU BY JORM MICROLAB r. CLUAR RAVIUS AND ULA HUi:,L_ EI? K•.•.�,_� MICROFILMED BY JORM MIC R+LAB CEDAR PAPIDS • n" b1OMFC reading matter. Our rooms are being designed so that both functionally and aesthetically they are an expression of our policy that the elderly are important. All tables and chairs to be used in dining facilities, assembly rooms, and craft areas are sturdy, stable and stackable. They were chosen thereby eliminating the because they are light weight and operate easily need for extra help in operation. Most of our storage for equipment, paper, books, etc. will be built in. The mobile units were selected because one unit can be used in various areas. The more permanent shelves in the quiet lounge were chosen because it is conducive to an atmosphere of home type comfort. Our recreational equipment was also selected because we feel that the breadth of items chosen will insure the greatest use of the Center. We 1^ have carefully selected these items for both participants and observors. Aside from single purpose items such as a pool table, most, such as'the phonograph, are multi-purpose. We consider the planned health clinic as the embryo for a full service area offering education, self help, examination and treatment services. The one addition, if money were available, would be to buy a power a standard table, but operated examination table. We have selected with a step up worry about the problem for an elderly person maneuvering be able to seat and down. We believe that ideally the person should level and then be raised to examination level. himself at chair The furnishings and equipment we have chosen are, we think, the bare If / I• minimum necessary to operate an effective, efficient Senior Cener. available, we would request: a) an inter -communication more money were Center b) A van for SEATS c) a dispatch/communication system for the system for SEATS. We realize all of these items are costly, but they would enable us to better serve the elderly of Iowa City. A summary of the expenditure of State and Title V funds is provided below, according to functional area within the Senior Center. EI? K•.•.�,_� MICROFILMED BY JORM MIC R+LAB CEDAR PAPIDS • n" b1OMFC MILROFILMEU BY JORM MICROLAB LEDAR RAPIDS AND OLS !Uli,u, Qv-, SUMMARY OF FURNITURE & EQUIPMENT BUDGETED Functional Area State Title V 1. Management i I, t Workroom I i $ 108.50 I l I Director i i Program Director I I i MILROFILMEU BY JORM MICROLAB LEDAR RAPIDS AND OLS !Uli,u, Qv-, 19 q:..�llrx'O*FILMED BY ,a JORM MICR#LAB CEDAR RAPIDS • nF,S M01NE5 SUMMARY OF FURNITURE & EQUIPMENT BUDGETED Functional Area State Title V 1. Management Workroom $1,280.50 $ 108.50 Director 940.00 1,215.00 Program Director 174.00 1,177.00 Secretary 0.00 2,322.00 Foyer Entry 0.00 1,154.00 Reception Room 0.00 1,507.00 2. Informational and Referral $3,822.00 $ 0.00 3. Counseling Social Services $ b.00 $1,290.00 4. Socializing Craft Room $2,027.00 $6,374.00 Lobby/Lounge 493.00 7,125.50 Noisy Lounge 2,405.00 6,148.00 Quiet Lounge 5,995.00 0.00 Assemble Rooms 2,299.00 2,743.00 Dark Room 333.00 0.00 5. Transportation SEATS $ 0.00 $1,480.00 6. Health Screening $ 0.00 $3,359.00 7. Nutrition Dining Room $1,535.00 $9,349.00 Dietician/Cong. Meals 0.00 1,172.00 Nutrition Director 466.00 1,234.00 Kitchenette 1,492.00 19 q:..�llrx'O*FILMED BY ,a JORM MICR#LAB CEDAR RAPIDS • nF,S M01NE5 t4ICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND ULS MUTNL�, ,jv B. General Art Work �J I $ 0.00 0.00 Plants/Planters 1,500.00 8,000.00 0.00 Drapes I 1 t4ICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND ULS MUTNL�, ,jv B. General Art Work $1,500.00 $ 0.00 0.00 Plants/Planters 1,500.00 8,000.00 0.00 Drapes 650.00 0.00 Stereo Microphone 125.00 0.00 0.00 Record Cabinet 50.00 10.00 490.00 Clocks 0.00 195.00 Waste Baskets Subtotal $35,186.00 480.00 $48,443.00 $ 4,791.00 Architectural Fees '38, 666.00 53,234.00 Total 20 MICROFILMED BY}� :i JORM MICR+LAB CEDAR RAPIDS DES MOINES f,11t, tOF ILMEU BY JORM 141CROLAB • CEDAk RAPIUS AND ULS AUiNL.,, >vd„ "Other" expenditures in the Estimated Program Budget include the purchase and renovation of the Senior Center. The City of Iowa City paid a $25,000 downpayment on the purchase of the site with local tax dollars. The balance of $225,000 was paid by the City with Community Development Block Grant (CDBG) funds. The City has allocated $750,000 of CDBG funds for renovation of the Senior Center which is estimated to cost $900,000. Additional money for renovation will come from the sale totl of a portion of the site to the elderly housing appdevroxiimatelylopers.The $1,150a000. expenditure for purchase and renovation will be app 21 141CROFILMED BY JORM MICR+LAE3 CDDAR RANDS • DIS MONIS i i i f,11t, tOF ILMEU BY JORM 141CROLAB • CEDAk RAPIUS AND ULS AUiNL.,, >vd„ "Other" expenditures in the Estimated Program Budget include the purchase and renovation of the Senior Center. The City of Iowa City paid a $25,000 downpayment on the purchase of the site with local tax dollars. The balance of $225,000 was paid by the City with Community Development Block Grant (CDBG) funds. The City has allocated $750,000 of CDBG funds for renovation of the Senior Center which is estimated to cost $900,000. Additional money for renovation will come from the sale totl of a portion of the site to the elderly housing appdevroxiimatelylopers.The $1,150a000. expenditure for purchase and renovation will be app 21 141CROFILMED BY JORM MICR+LAE3 CDDAR RANDS • DIS MONIS f, 1 11 t:` Q10, !i�,nUl „c ... Physical Outlay of the Facility . 411 O lildl , !It JORM MICROLAB MILT<OHLiv1LU BY JOkM MICkOLAB ULUAk RAPIUS ANU AL :4U!:iL�, .w"" G�`o J LJLJ LJLJ uu LJLJ "L -J U ULJ I ,s rrctsaio as RT a } Ma JD t-0 o=3 r---- <Z ss iu3a:� _ aI is ,,ql is uNn Is 3r la > J DD D DD ® No. le 5 o b o El J a 1S o o o a o0El -53❑� ss nosavw El i MAP I: Map of Project Site Location 22 qn "4-- MICRDEILIIED BY i JORM MICR+LAB CFDAR RANDS • DF.5 MOINES i s N h11CROFILMED BY JORM MICROLAB CEDAk RAPIUS AND ULA ilUI:ISI, .. MAP I IIIIY MAi UW!— :i u ,v:m ro �. MICROFILMED BY JORM MICR+LAB MAR RAPIDS • DES MOINES I PtILRUFILMED BY DORM MICROLAB CEDAR RAPIDS AND UES *Large scale map and blueprints included in APPENDIX G of original applications. 23 I-IICROFIL14ED BY JORM MICR+LAB CEnAR RAPInS DCS MOINES r-AILiOFILMED BY JORM MICROLAB LEDAR RAPIDS AND ULS ;lUl(+u, . 1111 � x6e. a II 1 ---� . I ♦'IAS• ILI- - �, -�. � • ��r ,oxo, p - ', � V irI j1' DLII �� Q —a -- — � ' xIa_axsN !rc`-av ,Y`Cl,:Y tl I(�IIisJ � l� u, X Li 7: 1, ci, t �.cNw nur:z Esc LIM rcr:. -_4 �i !.t. n�•+t:u i ° ° y-- C3 6 A S E M E N T FLOOR P LAN N scale 1/8`1* *Large scale map and blueprints included in APPENDIX G of original applications. 24 i MICRorILMED BY ' JORM MICR¢LAB CEPAR RAPIDS • DES MOINES MILROFILMED BY JORM MICROLAB • CEDAR RAVIUS AND ULS ;,IUINLj, .01,11 I I i i i S E C O N D F L O O R P L A N �N�a S e a 10 118-.9 *Large scale map and blueprints included in APPENDIX G of original applications. 25 q _ l �.. t. t41CROFI LtdEO BY ..� !JORM MICR+LAB S i CFOI,R PAPM • M MOINES i I i I I I i i i S E C O N D F L O O R P L A N �N�a S e a 10 118-.9 *Large scale map and blueprints included in APPENDIX G of original applications. 25 q _ l �.. t. t41CROFI LtdEO BY ..� !JORM MICR+LAB S i CFOI,R PAPM • M MOINES MILROFILMEU BY JORM MICROLAB • CEDAR RAPIDS AND OLS 1iulla�, .w. City of Iowa City MEMORANDUM pAnl July 11, 1978 TO: Julie Van, Prog. Coord. FROM: Robert P. Keating, Fire Chief RE: Prints on Old Post Office The Iowa City Fire Marshal and myself have reviewed the prints for remodeling the Old Post Office. Whereas the prints do not.go into great detail, the project plans overall appear to be good. Though not indicated on the plans code requires the following: 1. Sprinkler system for basement 2. Floor separation 3. Panic hardware on main exits 4. Emergency lighting 5. Exit signs All phases of remodeling project must meet Code before being approved by the Office of the Fire Marshal. 94 MMED BY JORM MICR+LAE1 CEDAR PAH M • PCS M0114FS r.. MILRUFlUIED BY DORM MICROLAB CEUAk RAPIUS AND oLS PlUilit>, .J'-" City of Iowa City ME 0R., AN DDM DATE: July 10, 1978 TO: Debbie Martzan, Assistant Planner FROM: Glenn Siders, Senior Building Inspector RE: Senior Center. Currently the Iowa City Building Department is actively working with the architectural firm of Wehner - Nowysz - Pattschull on the conversion of the old post office to the new senior center. Because a building permit will have to be issued for this project, you have the assurance and my guarantee that this structure will comply with all state and local regulatory codes such as the Building Code, the Fire Code, the Handicap Code, etc. Before a building permit can be issued and after the archi- tectural firm has a complete set of drawings, a very thorough plan check MILRW ILMED BY JORM MICROLA8 CEDAR RAPIDS AND oES I1Ui:tL1 DOCUMENTATION OF PROPERTY OWNERSHIP: PHOTOCOPY OF DEED 0 ter{ 2ofrwr Pon Offer pr*prsty 2e 7*wih Ll unn StreetTp- ,we P -L w..169 W 5;21 - SITMIY LNCD � G CYC y An ALL oug SY [NESE risttacS: net era MI -ED STATES under A_d CA,:_..:: 1: puringsue b) oad through the ALuth.,I,, of General 9e rvleex, under nG Federate to ert Fwen and strativU notces A to the 19 (63l Sca of rhe Federal Property and Administrative u[he Servltu Ace of 1919 (a.7 Scat. ]77), as winded, And ugula[thet aid orders m Mori [hems= I Or icor !ot o, In Land Gpaitl oo of the y o of 7:J City. ID ❑i.1' 7NOCSAI:O AND ast1Ci (3:70,OGC.07) ':0.105, paid by the Street, tre of Iowa Cin, Iwo, 220,Crente..the vrece pan Cities isGuat la tby C. Lowhingtoml.d,.d. Sctm t, laws Llp, Two ME.O, [ha umlpr of which is i onto I & Wal Cityd, goo Mity, IE7o Si. ant.*.C. s succ IND s and OL'3TCLAlN unto Lb est f the d Iwo City, ithe, Orcein, des successors recd .trusts, I the County o a! tens ..C.I....to Sn the follwln[ Cnctlbad proper[, aL[wte in the Coma of lode..**, Stats o! two. [o-vlt: All of Leta and 6 and the ..at 70 hese of Let 7, Blad el located in the city of Two air, Johnson County, two, together with all right, title and Interest of the Covernsene In Any and all egreveotots located them... TO HAVE AND 71) HOLD the foreg*1ng described pond.., with all thaw prlvllpn and appurtenants there[* bolonrini to the @ad Grantee, its ouan.a. And atAi,., And to their aw. coo and behoof, lore..,. The property conveyed i. sublet[ to all toes lawfully accrued and unpaid, to all special tato And at rats, and t. 011, 1f our, existing resary teems, lleemn, permltt and grants for raids, streets, hl ihvg4 right. Of war, public utilities, pipeline., wa[erlfnat, .,were, dltchu, tranavlcalo. 1Sno, cod or dermal right., reserved to or outstanding Ln third pnUu. in, on, over, or servo said property. whether recorded or mrecorded. Te Grantor and Gran[.@ agree that the ext Ung exterior architectural And structural Integrity of the lor*er Pon office located at 21 South Linn Street, Iwo City. Iwa, should be preserved. It 1. further .,mad that upon listing on the N.O.c.1 MCbttr of HiStorle Plate., any actions affecting the exterior of the tarns, Pon office At 21 South Linn Stone[, low. City, iwa, will be ncofpluh.d in such a .neer As to be authentic historically And architectural, and that all plans or apedeitetlons for any Alteration Lscrovewn[s or rmno,ation of the exterior of the building will be presented in advance to the two Vlatotsc Preservation Officer or his local representative. The property erne forced hereby w duly determined to be surplus and vee assigned to the Central ServicesAdainlatratlon for disposal pununt to Gh. P rovlalons at the Federal Property and AdalnbtTalve Sento. Act of 1949 (e2 Stet. 277), as wended, spplloshl. rule., orders, copulation., and 79 C.S.C. 01. ill, and al,eernt between t'nlled Sums Pond Steric. and General Services Adaldatrmtim dated August 29. 1971, IN VITNCSS VNCarAF. the IAITLD STARS Of A2gICA has mused [Imre 11...11, to be ueened In It. he. by Charles V. hellnnn, Director, Iaal fromrty Invltlon, public Buildings Semite, General S,rvlma Adelnlatration. Upton 6, Anaat City. Mlu.url. and the tsl ye the General Smlcre Ade alstratlon 1* to h.reml* aflt..d Y of th..of Tebyu.rv. 1971. Rt �T.,w4t pee r Ip117CD STATES Of Amum SEAL: I s malts ACTIK BT AND 71101)(21 TNC 5. GO mmyfs/saAro9 or CCNEkAL .Fonts L1111C55Rr I / IT CC LL (. b n -v I 1 CArt]o V. , cAl'mer 7✓ Y(;�_�(_or.% Director. Mal frvperty DtvliTne, ✓; Palle Oulldlngs S.rvlco �, R4r/r_a•,^�� �t^r••: Gneol Smlcu Mart.trnlw PILL** 6, Fenow Cltq luuwn 397 28 ,r..._�.. ._ MICROFILMED BY 1 DORM MICR+LAB CEDAR RAP109 s DFS M010ES I . I I ,I. - 0 1 JORM I I I LKUL,,L) Services on CCf Activities 'Ilk 00 IOlf JORNA MICROLAB i 1•IILRUI IL&O BY JURM I.IICROLAB LLUAR RAPIUb AND L)L: iIUi;'L. i W I LIST OF SERVICES AND ACTIVITIES The City of Iowa City, through the resources of the Ebenezer Center for Aging and Human Development, a research education and consultation organization from Minneapolis, Minnesota, has interviewed every agency providing programs and services to individuals within the Iowa City - Johnson County area. As a result of those interviews, several agencies have made verbal commitments that their services will be available at the new Senior Center/Housing complex. In order to meet the objectives of the Senior Center as listed in this application, the City of Iowa City will have obtained written commitments from public and private non- profit agencies concerning their involvement in the facility in the delivery of services to older persons within the next two weeks. This plan meets all of the requirements listed in the Federal Register dated July 5, 1977, and specifically subpart D1326.5 -G. Following is a discussion of the activities and services expected to be provided through the Senior Center/Housing complex: i 1. Title VII Nutrition Program - The County Board of Supervisors along I,.. with the Title VII Advisory Committee for Iowa City and Johnson County intends to make the Senior Center/Housing complex the Title VII Nutrition site for Iowa City/Johnson County (see letter from Board of Supervisors, Appendix E). fie ently, the Title VII program is funded to provide 850 meals per mon'W with an annual budget of $90,101. The anticipated budget for 1979 is 5131,518 and is presently finalized for preparation to the Heritage Agency on Aging. The reason for the sharp increase in the budget has to do with the elimination of commodity foods and the substitution of cash in lieu of such food allotments. The Iowa City/Johnson County Title VII program is the only program of its kind in the state of Iowa serving seven days per week, and will continue to do so within the Senior/Housing complex. The meal is provided at 12:00 noon each day. Related support services which are available include transportation and personal escort, information j and referral, health and welfare, counseling, nutrition, education and shopping assistance. In addition, the Iowa City/Johnson County program provides a recreation component in order to maximize participation. The Title VII program coordinates the provision of its support services through existing programs such as SEATS (Special Elderly and Handicapped Transportation Service), the Johnson County Council on Aging and Johnson County Social Services. Consequently, there is a good working relationship between the Title VII staff and other service providing agencies. 29 Vin. �t,�• 111CROPILMED BY JORM MICR#LA9 C@AR P.APIM • Drs MOIDCS MIuRUFIL;IcU BY JDRM MICRULAB LEUAR RAPIDS APw DLI ;I 2. Johnson County Council on Aging - The Johnson County Council on Aging has requested office space in the Senior Center complex. Given this space, all of the programs and services that they presently provide will emanate from the Senior Center. In the short 18 months it has been in existence, the Johnson County Council on Aging has made a substantial impact on the programs and services being provided to the community. Presently, the Johnson County Council on Aging is located in the Close Mansion, an antiquated facility presently serving as the Senior Center. The Close Mansion office will not be suitable for continued use due to lack of accessibility and the growth of the program. Presently the Johnson County Council on Aging provides the following services: a. Advocacy - The Council on Aging is commissioned to act as a sounding board for the elderly, to channel their needs and desires and to promote an awareness of the elderly to the community and its resources. The executive director of the agency considers it her responsibility to monitor the existing resources; to assess their ability to meet the needs of older persons; to act as an ombudsman between her clients and the social service network. b. Handyman/Chore Service - The purpose of this program is to provide the elderly with "hands" to do common yard and house jobs they formerly did themselves. In 1977-78, 253 persons were served by the program. This program has been dependent on volunteer labor and borrowed equipment. The present funding is insufficient to continue the program at this time even at this level. Funds are needed to purchase minimal equipment, and maintain equip- ment, to rent more complex tools, to reimburse volunteers for gasoline, etc. The Johnson County Council on Aging indicates that additional sources of funding are being explored. This service is currently being continued on a lesser scale until such funds can be attained. Information and Referral - The Johnson County Council on Aging provides an Information and Referral Service to link older people in the community with existing services relevant to their problems. The program provides not only information on where to locate services, but aids the elderly in securing the correct agency and contact person within that agency. When the client indicates a need for more help than can be provided over the telephone outreach workers make personal contact with the caller. They will, if possible, bring the service to the client or the client to the service. Between 1976 and 1977, 1,747 older persons were served by the Information and Referral Service. This service is funded through Title III. The staff employed: Director, 30 141CRDFILI4CD BY JORM MICR�LA6 C('DAP PAPP • PTE 140IWCS r11LRUIILMED BY JORM MICROLAB CLUAR RAPIUS AnU ULS secretary, outreach workers, student interns, volunteers, etc. are also responsible for all the other programs run by the Johnson County Council on Aging. This Information and Referral Service is keyed to the success of the Senior Center. It provides a mechanism to secure both short range and long range need fulfillment. Through the daily operation it links the elderly with existing services. Through the data collected in its operation duplication of services, gaps in services and effective services are located. Thus, planners, administrators and ultimately the elderly can be served. The prominent location of the program in the new Senior Center will insure the visibility and accessibility of the service. Trained staff will be needed to distinguish between the calls for information and the calls for referral. Effective referral will involve an extensive knowledge of community resources and of the strengths and weaknesses of the particular agencies. Contact should be made with the agency to insure that service is being provided. In addition, follow-up contact should be made to the user, by the Information and Referral staff person, to insure that there has been a satisfactory response. This type of program also aids in evaluating the effective- ness of both the Information and Referral Service and the requested agency. Presently, the Information and Referral system is available from 8:30 A.M. to 4:30 P.M. every day. In the new Senior Center complex the system will be available from 9:00 A.M. to 6:00 P.M., with the provision for 24-hour answering service. d. Phone a Friend/Friendly Visiting - Presently, the Johnson County Council on Aging provides this service daily through the utilization of volunteer outreach workers. This service will continue when the Council on Aging offices move into the new Senior Center complex. e. Shoppers Aid/Escort Services - This service assists older people in Iowa City with marketing or personal shopping. Volunteers, coordinated by the director of the Council on Aging and SEATS personnel, escort and shop or run errands for or with the older person. Approximately 45 persons use this program. Funding is from the City of Iowa City and the United Way. The service is provided, as needed, Monday thru Friday, 8:30 A.M. to 4:30 P.M. 31 MICROFILI•IED BY JORM MICR+LAB CEDAR RAPIDS • DES MOINES i I I I r11LRUIILMED BY JORM MICROLAB CLUAR RAPIUS AnU ULS secretary, outreach workers, student interns, volunteers, etc. are also responsible for all the other programs run by the Johnson County Council on Aging. This Information and Referral Service is keyed to the success of the Senior Center. It provides a mechanism to secure both short range and long range need fulfillment. Through the daily operation it links the elderly with existing services. Through the data collected in its operation duplication of services, gaps in services and effective services are located. Thus, planners, administrators and ultimately the elderly can be served. The prominent location of the program in the new Senior Center will insure the visibility and accessibility of the service. Trained staff will be needed to distinguish between the calls for information and the calls for referral. Effective referral will involve an extensive knowledge of community resources and of the strengths and weaknesses of the particular agencies. Contact should be made with the agency to insure that service is being provided. In addition, follow-up contact should be made to the user, by the Information and Referral staff person, to insure that there has been a satisfactory response. This type of program also aids in evaluating the effective- ness of both the Information and Referral Service and the requested agency. Presently, the Information and Referral system is available from 8:30 A.M. to 4:30 P.M. every day. In the new Senior Center complex the system will be available from 9:00 A.M. to 6:00 P.M., with the provision for 24-hour answering service. d. Phone a Friend/Friendly Visiting - Presently, the Johnson County Council on Aging provides this service daily through the utilization of volunteer outreach workers. This service will continue when the Council on Aging offices move into the new Senior Center complex. e. Shoppers Aid/Escort Services - This service assists older people in Iowa City with marketing or personal shopping. Volunteers, coordinated by the director of the Council on Aging and SEATS personnel, escort and shop or run errands for or with the older person. Approximately 45 persons use this program. Funding is from the City of Iowa City and the United Way. The service is provided, as needed, Monday thru Friday, 8:30 A.M. to 4:30 P.M. 31 MICROFILI•IED BY JORM MICR+LAB CEDAR RAPIDS • DES MOINES biiw<UrILMLO BY JORM MICROLAB LLJAk RAPIO� ANO OL'J 3. Trans ortation - SEATS (Special Elderly and Handicapped Transportation Service ro pvides transportation for older persons in the Iowa City/Johnson County area. This service transports elderly and handicapped individuals to their destination utilizing vans and specific escort services as needed. A suggested donation for rides is $1.00 per round-trip or whatever the individual can afford. Presently, SEATS is serving approximately 700 to 800 people, making 1800 trips per month. Staff includes the director, . dispatcher/secretary, and drivers. SEATS serves the rural areas in Johnson County Monday thru Friday, 8:00 A.M. to 4:00 P.M. In Iowa City, SEATS is available seven days a week beginning at 8:00 A.M. Presently, the funding for the SEATS program is shared by the Heritage Agency on Aging, Title VII, Iowa Department of Transportation, City of Iowa City, City of Coralville, and the Johnson County Board of Supervisors. The SEATS program has indicated a desire to utilize the facilities of the Senior Center for the base of their entire operation. SEATS will provide a very good community and county transportation system for the individuals desiring to participate in the activities and services provided by the Senior Center. The Senior Center is also served by the Iowa City, Coralville and i University of Iowa bus systems, as discussed in the section of this application concerning proximity to elderly. 4. Legal Services - Legal services will be provided by two agencies, Hawkeye Legal Services and Legal Services for Seniors (sponsored by the Heritage Area Agency on Aging). Hawkeye Legal Services has requested that office space within the Senior Center be available for their use two hours per week. Legal Services for Seniors, located at Kirkwood Community College in Cedar Rapids, has indicated a similar desire. The information and referral program will be responsible for scheduling individuals for this service. Two non - allocated offices have been planned for the Senior Center to accomodate agencies such as these. Presently, the Legal Services for Seniors has a telephone number available 8:00 A.M. to 5:00 P.M., Monday thru Friday, and will make visits to individuals' homes. The Hawkeye Legal Services provides similar services for low-income persons. Both services will be utilized to maximize the availability to older persons. Health Screeinn- Presently, the Visiting Nurse Association provides weekly he, th screening at the Close Mansion site, and the program will continue at the new Senior Center. Adequate and comfortable space for health screening has been planned to promote participation in the Health Screening program. The services offered by the Visiting Nurse Association include in-home treatment and care, health counseling and education. The major criteria is that the service will provide medical management, care and treatment of a diagnosed disease problem, while promoting client independence and family potential for continuing services. In 1976, 462 persons were served by the Visiting Nurse Association; 230 (49%) were over 60. 32 141CROFILMED BY JORM MICR+LAB 01'OAR PArIM • Of.$ M0114S 1,11t,RUI10ILU DY JORM MICROLAU CLUAk RAPWS ANU ULA The Visiting Nurse Association has requested that space for inter- viewing persons be provided within the Center and the plans for the Center have been designed to allow for such space. This service will be in conjunction with the Title VII Nutrition program to promote and facilitate its utilization. Consequently, their hours will be either directly before or after the noon meal.' Educational Programming - With the University of Iowa, within walking distance of the Senior Center, the opportunity for education programs is immense. Presently, the Close Mansion does not allow for quality educational experience due to acoustics, size of rooms and inappropriate seating. The new facility will greatly enhance the participation within the educational programs. Educational programs will be offered by the University of Iowa as well as the American Association of Retired Persons and health education through the Visiting Nurse Association. At the Center, education programs will be provided a minimum of three times per week, with special programs supplementing the schedule at the Center. These educational programs will be provided in conjunction with the Title VII Nutrition Program and will be provided in the evenings if the demand is there. Coordination for the education programs will be the responsibility of the program supervisor of the Senior Center. Sufficient space has been provided within the Senior Center to allow up to 200 persons to be involved in large group educational programs as well as small, meeting rooms for more individualized instructions. Recreation Pro_grammina - The Senior Center will be located within anene-half�the City of Iowa City Recreation Center. However, it is recognized that many seniors may wish to participate in recreational programs within "their center". Consequently, recrea- tional programs will be coordinated by the program supervisor in conjunction with the City Parks and Recreation staff assigned to the Recreation Center. The staff at the Recreation Center have indicated their willingness to provide programming for the Senior Center in so far as they are able. The recreation activities from the Center will be scheduled according to demand and will include trips, tours, and use of the craft and games areas. In addition to the proximity of the Recreation Center, all recreation classes taught through the University of Iowa are within a few blocks of the Senior Center. The University of Iowa has expressed a sincere desire to participate in the recreational programming for the center/housing complex. 8. Other Proorams and Services - The Johnson County Social Services Department has indYcated it will provide services at the Senior Center on a scheduled basis between 9:00 A.M. and 6:00 P.M., utilizing the resources of the Information and Referral Program, within the 33 S• ��'r.. NICROr ILMED BY DORM MICR+LA6 UDAR RAPIDS • Ir5 NOIRES MIL,RUFILMLD BY JURM MICRULAb CLUAk RAPIDS AND ULA fiolhL.J^11 Senior Center, for scheduling. The following services are offered by the Johnson County Social Services Department and will be coordinated through the Senior Center as requested by participants: a. Homemaker Services. b. Chore Services. C. Food Stamps Sales. d. Counseling. e. Medical Assistance. f. Nursing Home Placement. g. Protective Services. h. Foster Care. Although many are not out -reaching in nature, these represent services that older persons may need from time to time. The availablility of Johnson County Social Services Counseling personnel within the Center will be a considerable asset to the center's service group. In addition to the Johnson County Social Services, the Job Service of Iowa has offered to counsel (through scheduling by Information and Referral) individuals desiring employment. The Job Service of Iowa has a person assigned just to elderly placement and this person will be available on a regular basis (4 hours per week) to assist in the determination of potential job placement opportunities. The above list cannot be all-inclusive, because the possibilities for other programs and services within the Senior Center are growing every day. Senior Center main hours will be 9:00 A.M. to 6:00 P.M. During evening hours, the center will be available to groups, organizations, and, eventually, to individuals if scheduled in advance through the administration offices. 34 T: 'r�•i4icRorILMED BY ' JORM MICR+LA6 CEDAR PAP@S • DES 41010ES r, I MIL,RUFILMLD BY JURM MICRULAb CLUAk RAPIDS AND ULA fiolhL.J^11 Senior Center, for scheduling. The following services are offered by the Johnson County Social Services Department and will be coordinated through the Senior Center as requested by participants: a. Homemaker Services. b. Chore Services. C. Food Stamps Sales. d. Counseling. e. Medical Assistance. f. Nursing Home Placement. g. Protective Services. h. Foster Care. Although many are not out -reaching in nature, these represent services that older persons may need from time to time. The availablility of Johnson County Social Services Counseling personnel within the Center will be a considerable asset to the center's service group. In addition to the Johnson County Social Services, the Job Service of Iowa has offered to counsel (through scheduling by Information and Referral) individuals desiring employment. The Job Service of Iowa has a person assigned just to elderly placement and this person will be available on a regular basis (4 hours per week) to assist in the determination of potential job placement opportunities. The above list cannot be all-inclusive, because the possibilities for other programs and services within the Senior Center are growing every day. Senior Center main hours will be 9:00 A.M. to 6:00 P.M. During evening hours, the center will be available to groups, organizations, and, eventually, to individuals if scheduled in advance through the administration offices. 34 T: 'r�•i4icRorILMED BY ' JORM MICR+LA6 CEDAR PAP@S • DES 41010ES 141CRGFIL14ED BY �I 1 JORM MICFV+LAO CFDDP RAPIDS • DES WINES Lce) r 0 MICROFILMED BY JORM MICROLAB • CEDAR RAPIDS AND ULS NUINL�, iJn,+ LIST OF PERSONNEL General Administration: *Director *Program Supervisor II *Secretary Janitor Student Interns Title VII Nutrition Program: *Supervisor *Site Manager (4 part-time) Janitors (2 part-time) Cooks (4 part-time) Kitchen Helpers (2 part-time) Carrier (1 part-time) Bookkeeper (less than 1/2 time) Helper (paid by Title IX) *Manager of drivers Volunteer drivers (S or more) Council on Aging: *Executive Director *Resource Secretary Outreach Workers (2) Volunteers and Temporary Help SEATS: *Coordinator Drivers (4 full-time, 3 part-time) Secretary - Dispatcher Hawkeye Legal Services Lawyer (2 hr. week) Legal Services for Seniors Lawyer(2 hr. week) *Paralegals Visiting Nurse Association *Public Health Nurse II (half-time) *Job descriptions in Appendix D 36 MMED BY JORM MICR+LAB,1 CEDAR RAPIDS DES 140PIES ■ i 0 MICROFILMED BY JORM MICROLAB • CEDAR RAPIDS AND ULS NUINL�, iJn,+ LIST OF PERSONNEL General Administration: *Director *Program Supervisor II *Secretary Janitor Student Interns Title VII Nutrition Program: *Supervisor *Site Manager (4 part-time) Janitors (2 part-time) Cooks (4 part-time) Kitchen Helpers (2 part-time) Carrier (1 part-time) Bookkeeper (less than 1/2 time) Helper (paid by Title IX) *Manager of drivers Volunteer drivers (S or more) Council on Aging: *Executive Director *Resource Secretary Outreach Workers (2) Volunteers and Temporary Help SEATS: *Coordinator Drivers (4 full-time, 3 part-time) Secretary - Dispatcher Hawkeye Legal Services Lawyer (2 hr. week) Legal Services for Seniors Lawyer(2 hr. week) *Paralegals Visiting Nurse Association *Public Health Nurse II (half-time) *Job descriptions in Appendix D 36 MMED BY JORM MICR+LAB,1 CEDAR RAPIDS DES 140PIES ■ MILi(UFILMLL) BY JURM HICkOLAB LEUAk kAVIUS AND uLi rro PERSONS TO BE SERVED The new Senior Center can be expected to serve a majority of the over 7000 persons, 60 years or older living in Johnson County, at some time. A per day estimate of 200 persons to be served during the first year has been made based on utilization rates of existing services, and expected increase generated by the new Elderly Housing -Senior Center complex. Presently, the Title VII Nutrition Program is serving up to 220 persons per day. Home deliveries account for 83 meals. The rest are served at four locations within Iowa City. Two of the present sites, including the main kitchen, will be consolidated at the new Senior Center. The director of the nutrition program feels that, with improved cooking facilities and a larger, more attractive dining area, the number served will be substantially increased. Many living in the adjoining and nearby elderly housing complexes can be expected to dine at the new Senior Center. The director also feels that, in the future, an Out Reach worker and an advertising campaign' could do much to promote the Congregate Meals Program, which at present relys entirely on word of mouth for publicity. With these improvements, the number served through the Nutrition Program can be expected to steadily increase. The new kitchen will probably serve a total of 300 per day, during its first year of operation. Half of the persons served (150) can be expected to dine at the Senior Center. The Johnson County Council on Aging has reported serving 1,747 elderly clients through their information and referral service in one year. Handiman/Chore Services were used by 37 elderly persons and 45 used the Shoppers Aid/Escort Services. The Friendly Visiting and Phone -A -Friend Services had 32 elderly clients. Clients use these services repeatedly, so an estimate of 30 per day for these and the Advocacy. Service is probably conservative. The SEATS (Special Elderly and Handicapped Transportation Service) Program now serves approximately 28 to 30 persons per day. With the new location and proximity to a greater number of services at the new Senior Center, and with the possibility of an additional bus, usage can be expected to increase to 40 persons per day. About 500 elderly used the two available legal services over a one year period. These services will be scheduled through the Information and Referral Program. The utilization will probably average about 3 to 5 visits per day. Use of other programs, such as health screening, educational and recreational activities, is very difficult to estimate at this time, because the atmosphere and popularity of the Senior Center will have a large affect on their success. These activities and other attractions at the Center are estimated, for this purpose, to attract 25 persons per day. The total of expected clients for the various programs at the Senior Center yields a projected utilization rate of 400 persons per day. However, considerable overlap inflates this total, since many clients probably take advantage of more than one program. For this reason, the total persons to be served is reported as half the utilization rate, or 200 persons per day. 37 K• �r<-"" MICROFILI4F.0 BY 1 JORM MICR+LAB rrOAR PAPIPS • 111S MOVIES r I), JUIN I : ,. ..,. Other Pertinent 40 Information ,nI JORM MICROLAS J r•IILROFILMLU BY JORM 141CROLAB ELDERLY PARTICIPATION LLOAR RAPIUy ANU LA" :'IU.�L- Ideas and recommendations contributed by older persons have been and will continue to be used in the development and operation of the Senior Center. The Council on Aging, which is instrumental in organizing programs and facilities for the elderly, has a predominantly elderly membership. Sixty per cent of its Board of Directors are elderly persons. The American Association of Retired Persons (AARP) membership has been involved in researching needs and in making recommendations concerning the new Senior Center. As mentioned in the Community Support section of this grant, these two groups organized trips to senior centers in Muscatine and Minneapolis, and took surveys of preferences concerning a new Senior Center. The Council of Elders was organized in March, 1978 to more actively involve senior citizens in the planning and development of Senior Center programs. Initially, the Council of Elders included eight members, as follows: Cora Pollock, American Association of Retired Persons; Tim j Bredow, Visiting Nurse Association; Leo Cain, National Association of Retired Federal Employees; Larry Carlton, Council on Aging; Wilma Kincade, Heritage Area Agency on Aging; Jeannette Moore, Congregate Meals; Don Schaefer, SEATS; Judy West, Johnson County Social Services. Now that the tasks to be accomplished are more detailed, the committee is being expanded to fifteen members. Letters have been sent to several organizations asking interested persons to apply. Additional members will allow for ! better representation of the elderly and will provide more people to help complete the projects scheduled between now and when the Senior Center opens. These fifteen members will be assigned to seven subcommittees that will work on developing specific program areas, as described below: I. Information, Referral, Outreach, and Counseling programs - This subcommittee will assist in expanding or improving programs designed to help senior citizens find solutions to their problems. 2. Public Relations and Media Publicity - This subcommittee will i help to identify ways of letting the public know about the Senior as it develops. 3. Volunteer and/or Employment Opportunities - This subcommittee will determine how to use volunteers in the Senior Center and how to assist senior citizens' search for jobs. 4. Social Service Programs - This subcommittee will assist in developing office schedules, bulletin boards, flier displays, and similar things for housing programs, legal help, food stamps, counseling programs, etc. 5. Education Opportunities - This subcommittee will identify University courses, defensive driving courses, craft courses, and others of senior citizen interest. 6. Health Programs - This subcommittee will identify needs for health screening, eye checkups, dental care, and first aid. 38 MICROFILtdF.O BY I JORM MICR�LAB CrnAR PAP195 • US MOMB IA;6 F ILMEU BY JORM MICROLAB LEDAR RAPIDS AIIU ULS IlUitiL-. .JV111 7. Nutrition Programs - This subcommittee will assist in identifying needs and delivery systems for Congregate Meals, Meals on Wheels, grocery shopping service, hints on cooking meals for one person, etc. Leaders will try to recruit ten additional persons to serve on each subcommittee. This will provide an opportunity for 70 elderly persons to actively participate in the process. The Joint Task Force, organized in December, 1977, is responsible for coordinating the development of two facilities on one site - the Senior Center, owned by the City of Iowa City; and a Section 202 housing complex of 100 apartments for low and moderate income elderly to be developed by the non-profit Ecumenical Housing Corporation, a group of twelve Iowa City churches. Membership on the Joint Task Force is comprised of two City representatives, two Ecumenical Housing representatives, two community representatives (senior citizens), and one moderator. A Board of Directors will guide program policy decisions for the Senior Center after it is opened. Although the exact membership on this Board has not yet been established, a fair representation of the elderly is insured in the resolution adopted by Iowa City's City Council (Appendix E). 39 �FILMEO BY ..i JORM MICR+LAB CEDAR PAPIOS • MES MOINES .. Mll,,iui'ILMLD BY JORM 141CROLAB GENERAL COMMUNITY SUPPORT LLDAN RAP IuS AHO L)LL :'wi:; Many in the community have been very supportive of the Senior Center. In 1974, the Kiwanis Club took the initiative in encouraging the development of a new Senior Center. In 1975, members of AARP and Council on Aging met with members of the Chamber of Commerce to explore possibilities of a hospitality center located in the downtown area. Shortly after this meeting, the Council on Aging, the Kiwanis Club and the Chamber of Commerce met to discuss the purchase and conversion of the old Post Office building into a Senior Center. They discussed their ideas with a local architect and preliminary floor plans were drawn for the first floor of the building. The concept was tabled, until in the fall of 1976 it was presented to the City Council. During the period from 1975 to 1978 workshops, conferences and group meeting on elderly housing and the Senior Center were conducted. The Council on Aging organized a task force to study the concept of a multi- purpose Senior Center and produced a survey of facilities and needs which was distributed in a weekly publication to all households in the �., Iowa City-Coralville area. The Chamber of Commerce funded the duplication and distribution of the survey. Many individuals visited senior centers in other cities and two trips to senior centers in Muscatine and Minneapolis were organized jointly by AARP and the Council on Aging. In January, 1978, the Council on Aging held a workshop on senior centers. i The City Council purchased the old Post Office site at a cost of $250,000 j.,. in February, 1978. During the same month, a "Worksheet of Information for Senior Center Programming" was distributed to agencies serving the worksheets City's returned; many included helpful) comments t nts andment Tsuggestions on developing and operating the new Senior Center. The Kiwanis Club, the Chamber of Commerce and several social service agencies have written letters of support for the Senior Center and our attempt to provide furniture and equipment for the new building. Their letters are included in Appendix F. PROXIMITY TO LOW-INCOME AND MINORITY ELDERLY At the time of the 1974 Sepcial Census for Johnson County, 7,220 people 60 years or older were residing in Johnson County. Of this population 214rliving 3werelivingiwithin ntheUniversityyHeights. Map v2nshows Cthe )distribution of elderly within Iowa City by enumeration districts. The location of the Senior Center in the Central Business District of Iowa makes tothem elderly, mAs shownces and on Map 2, moreies thana50%yofccesile,thesCity'spelderlarticuyarly are within one mile of the Senior Center, more than 75% are within one 40 MICROFILM BY ' JORM MICROLAB rrPAP RAPrx • nrs Motnrs M M1Lk&1 LMLU BY JORM MICROLAB CLDAR RAPLUS AND uL� :IUI:1L�, and a half miles, and over 90% of the elderly in Iowa City are within two miles of this facility. In the Central Business District, the Senior Center will be well -served by the Iowa City, Coralville, and University of Iowa mass transit systems. SEATS (Special Elderly and Handicapped Transportation Service) is also available, and will have its base at the Senior Center. In addition to the existing concentration of elderly in the downtown area, new housing complexes being developed will add to the location's attractiveness. A new low-income elderly housing complex is being planned directly adjacent to the Senior Center. This facility, which will house 100 apartments for the elderly and handicapped, is expected to be completed by the spring of 1980. A site four blocks away from the Senior Center will be the location of an additional 80 subsidized elderly housing units to be completed by the fall of 1979. The two existing elderly housing complexes in Iowa City (62 units) and in Coralville (56 units) are accessible to the Senior Center by bus. Of the 31 people which constitute the elderly minority population living in Johnson County, 29 (94%) live in Iowa City and are distributed throughout the city as shown on Map 3. Located in the only metropolitan area within Johnson County,•the new Senior Center is expected to serve the elderly population from all over the county. Many countywide services will be housed in or provided through the Senior Center, including Congregate Meals, SEATS, and the Council on Aging. Iowa City has long been established as the activity center of the county as can be inferred from the county's road system (Map 4). The Senior Center will benefit from already established travel patterns and proximity to other services and shopping opportunities in the city and at the University of Iowa. 41 MICRO MED BY JORM MICR+LAB CEDAR RAPIDS • OES MOINES A N 73 MICRUFIU4EU BY JORM MICROLAB LEUAR RAVIO`i ANU ULA J11" 56 NUMBER OF PERSON 60 YEARS OR OLDER by Enumeration District A SENIOR CENTER • FUTURE ELDERLY HOUSING FACILITIES * EXISTING ELDERLY HOUSING FACILITIES r r MAP Z 5/g91 --- �.. 58 88 8 41 4 37 38 21 O 46 1974 Arraox. O o .S 1.0 mile o e Ie km. IOWA CITY 1CR FIL14ED BY ' JORM MICR+LA6 crnnR Rnrins • nrs laouata � IjR 77 r'rFA 5/g91 --- �.. 58 88 8 41 4 37 38 21 O 46 1974 Arraox. O o .S 1.0 mile o e Ie km. IOWA CITY 1CR FIL14ED BY ' JORM MICR+LA6 crnnR Rnrins • nrs laouata a w 1,110 UFIUiEU BY JORM MICROLAB CEDAR RAPIUS AND UES IIUU4L1, 10+11 MAP 3 SOURCE: 1974 Special census MINORITY POPULATION 60 Years or Older by Enumeration District o .B Ia W. IOWA CITY MICROFILMED BY ;1 JORM MICR+LAB MAR PAPIPS • OF.S M0117ES t•liLi1UFIL14ED BY JORM I.1ICROLAB CEDAR RAPIDS AND Ut.S 1luiii S. .uw., PAVED ROADS JOHNSON COUNTY 1976 map includes state and federal highways shown as paved roads. 44 MICROFILMED BY DORM MICR+LAB CEDAR RAPIDS • DES MOVIES MAP 4 1.11LkWILHLO BY JORM MICROLA6 FUNDS AND FUNDING SOURCES CEDAR kAH10S AND uLl, .lu:.,L_ The establishment of a multi-purpose Senior Center for Iowa City can be broken down into two funding projects - 1) development costs and, 2) operation costs. The sources of funds for the two projects are somewhat different. Much of the funding for renovation and remodeling has already been provided or committed by the City of Iowa City. Several agencies are involved in providing funds for the operation of the Senior Center, and funding years vary among these agencies. The Iowa City City Council and the Johnson County Board of Supervisors are not able to commit funds for future years. The basis for this constraint is that elected decision - makers frequently are replaced, new funding sources become available, and new projects compete for the same funds. Development Costs - Three major costs are involved in the development phase of the Senior Center.project - acquisition of the site and structure, planning and program development, and renovation, construction and remodeling. l The acquisition costs were paid by the City of Iowa City. Local funds contributed $25,000 (10% of the total) as a downpayment. The balance of i $225,000 was paid with the City's Community Development Block Grant (CDBG) funds. The total planning and program development cost for the Senior Center project is $112,500. This cost is paid by the City of Iowa City with CDBG funds. City staff involvement accounts for $25,000. Consultants, the Ebenezer Center for Aging and Human Development, have been hired for $20,000 to assist in the planning of the Senior Center, and particularly to coordinate its development with the adjoining elderly housing complex. The City contracted with local architects, Wehner, Nowysz and Pattschull, for $67,500 to prepare plans and specifications for the Senior Center, to select and price furnishings, to prepare construction drawings, and to oversee construction. The actual renovation of the building will cost approximately $900,000. This cost will include heating and air conditioning systems, renovation of the exterior, and elevators to make both floors accessible to the handicapped. It will finance the creation of a pleasant environment within the center, and an efficient arrangement of space for carrying out activities and delivering services. Some of the funds for renovation and remodeling will be received from the sale of a portion of the site to the elderly housing developers. The remainder of the funds (approximately $750,000) will be provided by the City of Iowa City through CDBG funds. Purchase of furnishings is dependent on Title V and State funding. If Title V and State funding are both granted, and the nutrition program obtains funds for the kitchen, the Senior Center will be ready for operation in the fall of 1979. 45 ti-: -0`• � nICROr W110 BY DORM MICR(ILAB C.r0AR RAPIV . MS I101Nr.S i IL<U ILi4LU BY JOkM MICkOLAB LLUAk kAPIJ� AHU uL'� ;IU::,L: , .:- Operating Costs - As presented in the Activities and Services section of this application, several programs will be offered in and through the Senior Center. These services will be funded through the following (existing and proposed) sources: 1. General Administration - The budget for staff persons for the first year of operation of the Senior Center is estimated to be $60,000. This includes salaries and benefits for the Director, Program Supervisor, Secretary and Janitor. Utilities, supplies, and building maintenance will bring the total expense of operation to $100,000. The City's local budget for FY80 will be finalized in February, 1979. Other sources are expected to contribute a portion of the money needed to operate the facility each year. The Senior Center will rent space to several social service, educational, and health offices, as discussed in the Services and Activities section, and their rent will be applied to salary and maintenance costs. The square footage requirements and rent per square foot will be worked out this fall when leases are negotiated. The City will apply for State or Federal grants (such as Title III) as they become available to supplement local sources. 2. Title VII Nutrition Program - This year's budget for the nutrition program was $90,101. The budget to be presented to the Heritage Agency on Aging for 1979 is $131,518. This program is funded entirely with federal money. Johnson County provides the program with space in the Close Mansion free -of -charge, which is also true of the four other locations. 3. ' Johnson County Council on Aging - The Council on Aging operated on a budget last year of $38,500. Expenses included salaries for the executive director, secretary, and two Outreach workers. The office is located in Close Mansion free -of -charge. Last year's funding sources included the City of Iowa City($18,500), Johnson County ($3,000), Heritage Agency on Aging ($11,000), United Way ($5,000), and the City of Coralville ($1,000). 4. SEATS - The budget for the Special Elderly and Handicapped Trans- portation Service for last year was $70,900. Funding sources included the City of Iowa City ($27,.300), the City of Coralville ($3,800), CETA ($5,500), Heritage Agency on Aging ($8,300), donations/fares ($4,000), Johnson County ($18,000), and Iowa Department of Transportation ($4,000). This year's budget is for $90,000, and funding sources include University Heights. 5. Hawkeye Legal Services is funded for $100,000 a year through the Legal Services Corp., which is financed by the United States Congress. Legal Services for Seniors is funded through the Heritage Agency on Aging with Title III funds. 46 :41CROI'IL14ED 1 JORM MICR+LA9 C[DAR 10111ns . n[5 V101Rf5 BY MIUROFILMLD BY DORM MICROLAB CEDAR RAPIDS AND uLS 14UlIIL�, IJV.11 6. Visiting Nurse Association - The Visiting Nurse Association (VNA) operates on a budget of $171,670 a year. The major contributor to VNA is the Johnson County Health Department. Funds from United Olay and patient fees also provide financial support. At present,'only $3,600 of VNA's budget is used to provide services to the elderly at congregate meal sites and in retirement housing. VNA is seeking additional funding to expand this facet of its program. n 47 ti 141CROFILMLO BY •.,I DORM MICR#LAB CFMAR RAPIDS •DFS MOINES s i I I i MIUROFILMLD BY DORM MICROLAB CEDAR RAPIDS AND uLS 14UlIIL�, IJV.11 6. Visiting Nurse Association - The Visiting Nurse Association (VNA) operates on a budget of $171,670 a year. The major contributor to VNA is the Johnson County Health Department. Funds from United Olay and patient fees also provide financial support. At present,'only $3,600 of VNA's budget is used to provide services to the elderly at congregate meal sites and in retirement housing. VNA is seeking additional funding to expand this facet of its program. n 47 ti 141CROFILMLO BY •.,I DORM MICR#LAB CFMAR RAPIDS •DFS MOINES 0 G 1,11wWrlbl4 L) BY JORM MICROLAB NEED FOR STATE AND FEDERAL FUNDS LLUAR kAPIJ�) AHU uLS n To date, the City of Iowa City has contributed a considerable amount to the purchase and remodeling of the new Senior Center. The City has been able to use Community Development Block Grant funds from the Housing and Community Development Act of 1974 for this purpose. However, the City's ability to provide more funds is restricted by two factors. First, because Iowa City is the home of the University of Iowa, nearly 501M'of the City's land is non-taxable. For its size, the City has little industry so the tax burden falls to the residents. Second, because of State law, the City's revenues can increase only by 7% (by 9% in special circumstances) per year, regardless of the inflation rate, population increases, or annexations. Iowa City will have unusual expenses within the next few years, such as a new $30,000,000 sewage treatment plant and a river corridor trunk sewer which will cost $2,000,000. Among our downtown revitalization projects are two parking ramps, a library, and a pedestrian mall. The parking ramps will be financed through revenue bonds at a cost of $4,000,000. The library will cost $3,500,000 of local money. The pedestrian mall, funded with general obligation bonds, will cost $2,300,000. Thus, additional money is not available from the City to apply toward the development of the Senior Center. Because the University of Iowa is located here, as is the only tertiary health center in the State, the City is able to utilize professional services that most cities our size would find prohibitive. Although we are able to draw on large funds of knowledge and expertise, we are not able to raise large sums of money. A comparison of Iowa City and Dubuque illustrates this point. These two cities are comparable in size, yet Dubuque raises $823,000 in its United Way drive and Iowa City raises $215,000. For Iowa City, that figure represents the highest ever raised. According to United Way personnel, the difference lies in the fact that the largest industry in Iowa City gives only a gift of $11,000 (which is a far greater sum than anyone else in the area gives). Dubuque, on the other hand, has many large companies such as F1exSteel, and John Deere, who give considerably more. If we were to pressure the local firms into giving us their financial support, they would cut their contributions to United Way. We would then find ourselves shoring up the human services agencies that are currently dependent on the United Way. To insure that the Senior Center will be useful and attractive to the elderly population, Iowa City must obtain funds for equipment and furniture through these State and Federal grants. Should either or both of the applications for funds be rejected, the City will have to postpone the purchase of necessary items for two or more years. Since the building is scheduled to open in the fall of 1979, it will have to be furnished with second-hand equipment from Close Mansion and from assorted donations. Establishing a well-equipped and aesthetically pleasing environment will protect our investments to date in the development of the Senior Center and will do much to promote its success. EM MICROFILMED BY 1 JORM MICR6LA9 MV P.n P105 • PFS IdmINFS mILIOFIL&O BY JORM MICROLAB COORDINATION WITH SERVICE SYSTEM LEUAR RAPIUS AND uLS 11L;ri� As was mentioned previously, several of Johnson County's service providers will be located in the Senior Center. The proximity of their offices will facilitate communications between those serving the elderly, which in turn should increase inter -agency coordination. Presently, the social service providers in this area meet once a month, which offers an opportunity to discuss common problems or other items of interest. Whenever called together to discuss the Senior Center, the attendance and interest is high among the service providers. Letters of support included within this application document a team of agencies eager to work together. The Johnson County Regional Planning Commission is in the process of preparing a Human Needs Plan which will, when finished, be adopted as part of Iowa City's Comprehensive Plan. Initial background work has resulted in identification of unmet needs, and in recommendations concerning j the provision of services and needs within this area. The planning staff has been working on the Human Needs Plan under the supervision of the Human Services Committee. The Committee is composed of 45 members which represent the funding bodies, board members and staff from human services agencies, consumers, the University of Iowa, the City's hospitals, and religious organizations. The Iowa City City Council is meeting with Mary Volm of the United Way and with the Johnson County Board of Supervisors this summer to review agency needs, program proposals and budget priorities. This will be a major step in coordinating the funding of social service activities in i this area. Iowa City's Department of Community Development, especially the Program Coordinator, has frequently been in contact with the area's Heritage Agency on Aging, and has established a good working relationship with the agency's director, Russ Proffitt. The Title VII Nutrition Program, the Legal Services for Seniors and the Special Elderly and Handicapped Transportation Service (SEATS) are funded through the Heritage Agency. The Heritage Agnecy is represented on the recently established Council of Elders and will have an ex officio member on the Senior Center's Board of Directors. 49 141CROMMED BY f JORM MICR+LAB FFDAP P.AFIDS DFS 'd01 NCS 191LROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND OES ;•IJ1 iL City of Iowa City MEMORANDUM DATE: June 29, 1978 TO: Debra Martzahn, Community Development FROM: Dick Plastino, Director of Public Works'!1` RE: Old Post Office Site/Designated Flood Plai This memo will signify that the old Post Office is not located in any flood plain or floodway of Iowa City. 50 �y�•r MIcROFILMEO BY 1. JORM MICR+LAB cEnAP RAPIDS • nFS MOINES I11LRUF1Li4LU BY JURM 141CROLAB CLUAR RAVIUS AND UL`, IUl:,L,, 'U111 J. Historical Review Project ?same: Senior Citizen Center Architectural and Historical Description of the Area: The immediate project area (central business district) is part of the original 100 blocks and 31 out blocks of Iowa City established in 1839 for the territorial capital of Iowa. A variety of architectural styles are present, ranging from those of the mid 1800's to the present. Cedar Valley limestone, indigenous to this locale, red brick and wood were the most common building materials used. Source of data: 1. Visual inspection of the site and surrounding area 2. Discussion with the State Division of Historic Preservation 3. Review of State and National Register Historic Sites and Structures Summary: The immediate project area includes two sites listed on the National Register plus the vacant post office which has been declared to be of local architectural significance by a consultant retained to historically and architecturally analyze the structure for U.S. postal authorities. Comments: The senior citizen center project will encourage the reuse and preservation of a vacant building which is of significance to the local architectural heritage of Iowa City. The city will coordinate restoration and remodeling activities with the State Division of Historic Preservation and will comply with Executive Order 11593 and the National Historic Preservation Act of 1966, as amended. {I Date 14 Signature I \I /ry The Iowa State Division of Historic Preservation concurs with the above historical review. Signature r��.'���v Date,/ $ /i7 Title 51 FIICROHL1110 BY JORM MICR+LAB CFOAP RAPIDS • PES MOMS I 52 141CROFILMEO BY JORM MICRI?LAO CEDAR RAPIDS - 015 MOINES ':J .m i ':J r-jiukOFILMED BY JORM MICROLAB CLUAR RAVIUS ANU ULS fLJj:1LJ, INVENTORY OF FURNISHINGS AT THE CLOSE MANSION - CONGREGATE MEALS AND COUNCIL ON AGING - Jan. 1978 Entrance Hall - 2 metal coatracks 3 metal and plastic chairs with armrests 1 small 3 -drawer cabinet - wood 1 table (wood) Living Room 11 upholstered metal -plastic chairs (with armrests) 1 piano & bench 2 sofas 1 upholstered chair 5 tables 96" by 30" (folding) 1 television (black & white) 1 cabinet for games 20 wooden chairs 8 metal plastic chairs 9 card tables Council on Aging Office 3 metal desks 1 wooden desk 1 2 -drawer filing cabinet 2 4 -drawer filing cabinets 1 metal locker 2 folding tables 1 manual typewriter 2 electric typewriters 1 calculator 1 slide projector, screen & table 5 assorted chairs Dining Room 37 chairs - metal & plastic 4 tables - 96" x 30" Congregate Meal Office 3 desks 3 chairs 2 2 -drawer metal filing cabinets 1 manual typewriter Serving Room 1 wooden table 48" x 35" 1 wooden table 36" x 235" 1 old refrigerator (used for storage) 53 ' 141CROMMED BY JORM MICR+LAB CEDAR PAPIDS • DES MOWS I i i r-jiukOFILMED BY JORM MICROLAB CLUAR RAVIUS ANU ULS fLJj:1LJ, INVENTORY OF FURNISHINGS AT THE CLOSE MANSION - CONGREGATE MEALS AND COUNCIL ON AGING - Jan. 1978 Entrance Hall - 2 metal coatracks 3 metal and plastic chairs with armrests 1 small 3 -drawer cabinet - wood 1 table (wood) Living Room 11 upholstered metal -plastic chairs (with armrests) 1 piano & bench 2 sofas 1 upholstered chair 5 tables 96" by 30" (folding) 1 television (black & white) 1 cabinet for games 20 wooden chairs 8 metal plastic chairs 9 card tables Council on Aging Office 3 metal desks 1 wooden desk 1 2 -drawer filing cabinet 2 4 -drawer filing cabinets 1 metal locker 2 folding tables 1 manual typewriter 2 electric typewriters 1 calculator 1 slide projector, screen & table 5 assorted chairs Dining Room 37 chairs - metal & plastic 4 tables - 96" x 30" Congregate Meal Office 3 desks 3 chairs 2 2 -drawer metal filing cabinets 1 manual typewriter Serving Room 1 wooden table 48" x 35" 1 wooden table 36" x 235" 1 old refrigerator (used for storage) 53 ' 141CROMMED BY JORM MICR+LAB CEDAR PAPIDS • DES MOWS MIICRUFILMEU BY JORM MICROLAB CEDAR RAPIDS AND UES MUINL�, iUNn Inventory of Close Mansion - continued Kitchen 1 institutional size stove 2 gas ovens 1 dishwasher - Hobart 2 rolling serving tables 1 metal kitchen work table 2 portable roaster ovens 1 slicing machine 1 mixer - kitchen side 1 Westinghouse refrigerator 1 chair 1 chest freezer - 1 Vulcan walk-in refrigerator 1 Kelvinator reach in freezer 1 Kenmore blender 1 rolling stool 1 washing machine ,n 9 hot food carriers Basement Approximately 875 cases of commodity foods i i i i I j 1 54 MICROFILMED BY JORM MICR+LAB i CFDAP RAPIDS - DES MOINES { MICROFILMED BY .Ya JORM MICR+LAB CEDAR RAPIDS • DES MOINES 56 MICROHLMEo BY JORM MICR+LAB CEDAR RAPIDS • OPS MOINES ", ",) ,L'�I o BY JURM MILRULHo CXtac'Ior •,�Nbk--o Z�Nbw % iq Sou�� etst c.tcrec J eXt�-;oc eho�.o �hU+��nq �outl� •Co.ca1i,e oS J bAt-c u c�tuc e �LJi+it k10 i�.� •i�i�, �,L 57 Idi (I011 ILI-11D BY JORM MICR6LAB rf )AP 'All br JUIJM I•LICkuLAb etCCCr 1'o r Qhp}o S�pWI� tccades oT �e kx�.\b,�� ex-�--ex%oc �ht6 S�pw�cq Lngt i:�deo.de ovvy �1 ac ea. LLJAV kAt',J., Ni1J IL m MICROF ILI4CD BY DORM MICR#LAB rrpAn Aram . ^1_', 'AOI9(S •.i .r -A 0, $�3 a...n I�•} y:i., y r ?�`eha :,rMv=�:I...%f Y,.f:.. fu'::• }uqY ux l`.e.�i '�'! ITf EEK �....y:. {�.i t"'1"YQ �. i.•:. Ai L. uS .1'.i!'+Y:f w. i .. J .�Y{y� 'lilwl 1 �-� 1 v �f 1 ,.• 1b w •4' ;.f`v'i P Ti { , a I 9 �� �> Ax, ■1 ., r,. � � ,{ K..,,;.` Rini MIS ♦4r R'S L�Y,+,IR A I.'•"1n.i A l.. �� .ii..l, i MM^.YM ,.. •,•'i NU '^Y'tv 7 M w f V.ti Ao,)li 1 . .o .�� ..1bTAAY.1t• w'Y>..I n.. �.:Y A..tj 9 Miukol'ILMED BY JORN NICROLAB • CLDAR RADIUS AND UL, The Architects Office Wehner, Nowysz, Pattschull and Pfiffner 201 dey building. lowo city, lowo 52240 IOWA CITY SENIOR CENTER FURNISHINGS E EQUIPMENT 7-11-78 1. DINING ROOM (SEAT 150 207ABLES (FOLD) 30 X 72 $198.50 EA. 8 TABLES (FOLD) 30 X 48 $175.50 150 CHAIRS (STACK) EA. PORTABLE STORAGE 12' X 16' $1,535.00 EA. TOTALS ($10,884.00) 2. KITCHEN (DIETICIAN OFFICE) 1 DESK 30 X 60 $466.00 2 CHAIRS $278.00 EA- I BOOKSHELF $150.00 TOTALS ($1,172.00) 3. FOYER/ENTRY 2 TACKBOARDS 4'-0" $ 53.00 EA - 1 CLOCK $ 35.00 1 COUCH $482.50 2 CHAIRS $207.50 EA - 1 TABLE $115.50 TOTALS ($1,154.00) 4. INFORMATION 8 REFERRAL 3 DESKS 30 X 60 $466.00 Fla. 3 DESK CHAIRS $278.00 EA - 6 SIDE CHAIRS $174.00 FA. 3 FILES (2 DRAWER) $182.00 EA. TOTALS C$3,822.00) 5. NUTRITION DIRECTOR/CONGREGATE MEALS OFFICE 1 DESK 30 X 60 $466.00 1 DESK CHAIR $278.00 1 SIDE CHAIR $174.00 1 STORAGE CABINET $148.00 1 2 -DRAWER FILE $182.00 1 TYPEWRITER $380.00 1 CALCULATOR $ 72.00 TOTALS ($1,700.00) rolond wehner willlom nowysz richord pottschull John pflffner schoenfelder 61 bJim enJomin choit members of the omericon Institute of orchitects FEDERAL STATE $ 3,970.00 1,404.00 3,975.00 $ 1.535.00 $ 9,349.00 $ 1,535.00 $ 466.00 556.00 150.00 $ 1,172.00 $ 106.00 35.00 482.50 415.00 115.50 $ 1,154.00 $ 1,398.00 834.00 1,044.00 546.00 $ 3,822.00 $ 466.00 $ 278.00 174.00 148.00 182.00 380.00 72.00 $ 1,234.00 $ 466.00 141 CROF I LI4CO OY JORM MICR+LAB Cf MR RAPIDS • US MINES TEL. 319.333.9715 n 1416<011LMLD BY JORM MICROLAB 6. SEATS OFFICE 1 DESK 30 X 60 1 DESK CHAIR 1 SIDE CHAIR 1 2 -DRAWER FILE 1 TYPEWRITER TOTALS ($1,480.00) 7. SOCIAL SERVICES OFFICE 1 DESK 30 X 50 1 DESK CHAIR 3 2 -DRAWER FILES TOTALS ($1,290.00) 8. RECEPTION ROOM 1 DESK 30 X 60 1 DESK CHAIR 2 SIDE CHAIRS 1 TYPEWRITER 1 CLOCK TOTALS ($1,507.00) 9. CRAFT ROOM. 6 FOLDING TABLES 30" X 9611 40 STACKING CHAIRS 4 MOBILE STORAGE 24 X 48 X 60 4 MOBILE CABINETS 24 X 48 X 30 2 TRASH BINS (MOBILE) 2 CLOCKS 2 CHALKBOARDS 41 SQ. 4 TACKBOARDS 41 SQ. 2 SEWING MACHINES 1 KILN 1 POTTERS WHEEL W/MOTOR 1 DRYING CABINET 12 EASLES TOTALS ($8,401.00) 10. LOBBY/LOUNGE 3 COUCHES 6 SIDE CHAIRS 6 ARM CHAIRS 2 ROCKING CHAIRS 2 COFFEE TABLES 2 END TABLES 2 SIDE TABLES 1 CLOCK TOTALS ($1,618.50) CEDAR RAPIDS AflO uLS -2- FEDERAL STATE $466.00 $ 466.00 $278.00 278.00 $174.00 174.00 $182.00 182.00 $380.00 380.00 1,120.00 $ 1,480.00 $466.00 $ 466.00 $278.00 278.00 $182.00 EA. 546.00 $ 1,290.00 $466.00 $ 466.00 $278.00 278.00 $174.00 EA. 348.00 $380.00 380.00 $ 35.00 35.00 $ 1,507.00 $255.50 EA. $ 1,533.00 $ 26.50 EA. 1,060.00 $280.00 EA. 1,120.00 $240.00 EA. 960.00 $120.00 EA. 240.00 $ 35.00 EA. 35.00 35.00 $ 75.00 EA. 150.00 $ 53.00 EA. 212.00 $292.00 EA. 584.00 $1,022.00 1,022.00 $490.00 490.00 $480.00 480.00 $ 40.00 EA. 480.00 $ 6,374.00 $ 2,027.00 $806.50 EA. $ 2,419.50 $301.00 EA. 1,806.00 $355.00 EA. 2,130.00 $246.50 EA. $ 493.00 $136.50 EA. 273.00 $115.50 EA. 231.00 $115.50 EA. 231.00 $ 35.00 35.00 $ 7,125.50 $ 493.00 62 v NICRDEILMED BY ' JORM MICR+LAB CEDAR RAPIDS • DF5 MOVIES ■ r. M[LitUFILi4LU BY JORM 1.11CROLAB 11. NOISY LOUNGE 1 TELEVISION 1 PIANO 1 PING-PONG TABLE 2 POOL TABLES 1 BUMPER POOL 2 COUCHES 6 SIDE CHAIRS 6 ARM CHAIRS 4 CARD TABLES 16 CHAIRS 1 MOBILE STORAGE CABINET 24" X 48" X 60" 1 CLOCK TOTALS ($8,553.00) 12. QUIET LOUNGE 1 COUCH 3 EASY CHAIRS 2 DESKS 24" X 48" 1. TABLE 60" X 30" 6 SIDE CHAIRS 6 ARM CHAIRS 2 READING MAGNIFIERS 2 SIDE TABLES 2 TABLE LAMPS BOOKSHELVES TOTALS ($5,995.00) 13. ASSEMBLY ROOMS 10 TABLES (FOLDING) 30" X 72" 60 CHAIRS (STACKING) 1 SLIDE PROJECTOR 1 SOUND SYSTEM AMPLIFIER 1 PROJECTION SCREEN 70 X 70 1 MOVIE PROJECTOR 16M1 1 OVERHEAD PROJECTOR TOTALS ($5,042.00) 14. KITCHENETTE 1 MOBILE CART MOBILE KITCHENETTE CABINET 1 RANGE 1 REFRIGERATOR TOTALS ($1,492.00) • LLUAk RAPIDS AMU UES NUll",L�, 'Jell' -3- $680.00 $2,250.00 $225.00 $750.00 EA. $400.00 $564.50 EA. $114.50 EA. $126.50 EA. $ 78.00 EA. $ 18.50 EA. $280.00 $ 35.00 $590.00 $359.00 EA. $362.00 EA. $249.00 $104.00 EA. $125.00 EA. $150.00 EA. $115.50 FA. $ 85.00 EA. $1,280.00 $221.50 EA $ 26.50 $185.00 $250.00 $ 70.00 $582.00 $150.00 $ 82.00 $300.00 $630.00 $480.00 63 FEDERAL I i $ 680.00 I i I I M[LitUFILi4LU BY JORM 1.11CROLAB 11. NOISY LOUNGE 1 TELEVISION 1 PIANO 1 PING-PONG TABLE 2 POOL TABLES 1 BUMPER POOL 2 COUCHES 6 SIDE CHAIRS 6 ARM CHAIRS 4 CARD TABLES 16 CHAIRS 1 MOBILE STORAGE CABINET 24" X 48" X 60" 1 CLOCK TOTALS ($8,553.00) 12. QUIET LOUNGE 1 COUCH 3 EASY CHAIRS 2 DESKS 24" X 48" 1. TABLE 60" X 30" 6 SIDE CHAIRS 6 ARM CHAIRS 2 READING MAGNIFIERS 2 SIDE TABLES 2 TABLE LAMPS BOOKSHELVES TOTALS ($5,995.00) 13. ASSEMBLY ROOMS 10 TABLES (FOLDING) 30" X 72" 60 CHAIRS (STACKING) 1 SLIDE PROJECTOR 1 SOUND SYSTEM AMPLIFIER 1 PROJECTION SCREEN 70 X 70 1 MOVIE PROJECTOR 16M1 1 OVERHEAD PROJECTOR TOTALS ($5,042.00) 14. KITCHENETTE 1 MOBILE CART MOBILE KITCHENETTE CABINET 1 RANGE 1 REFRIGERATOR TOTALS ($1,492.00) • LLUAk RAPIDS AMU UES NUll",L�, 'Jell' -3- $680.00 $2,250.00 $225.00 $750.00 EA. $400.00 $564.50 EA. $114.50 EA. $126.50 EA. $ 78.00 EA. $ 18.50 EA. $280.00 $ 35.00 $590.00 $359.00 EA. $362.00 EA. $249.00 $104.00 EA. $125.00 EA. $150.00 EA. $115.50 FA. $ 85.00 EA. $1,280.00 $221.50 EA $ 26.50 $185.00 $250.00 $ 70.00 $582.00 $150.00 $ 82.00 $300.00 $630.00 $480.00 63 FEDERAL STATE $ 680.00 2,250.00 $ 225.00 1,500.00 400.00 1,129.00 687.00 759.00 312.00 296.00 $ 280.00 35.00 $ 6,148.00 $ 2,405.00 $ 590.00 1,077.00 724.00 249.00 624.00 750.00 300.00 231.00 170.00 1.280.00 $ 5,995.00 $ 1,550.50 $ 664.50 1,192.50 397.50 185.00 250.00 70.00 582.00 150.00 $ 2,743.00 $ 2,299.00 141CROFILMED BY a JORM MICR¢LA6 CFMP PAP1M Df.S 140V1rS $ 82.00 300.00 630.00 480.00 $ 1,492.00 f-JILROFILMED BY JORN MICROLAB 15. ADMIN. OFFICE/DIRECTOR 1 DESK 36 X 72 1 CREDENZA 18 X 72 1 DESK CHAIR 1 ARM CHAIR 2 SIDE CHAIRS 1 SIDE TABLE TOTALS ($2,155.00) I 16. ADMIN. SEC. 1 DESK W/RETURN 1 DESK CHAIR 2 3 -DRAWER FILES 1 BASKET 1 CLOCK I n 1 TYPEWRITER 1 CALCULATOR TOTALS ($2,322.00) 17. HEALTH CLINIC I, 1 DESK 1 DESK CHAIR 4 SIDE CHAIRS 1 2 -DRAWER FILE 1 DESK 24 X 48 2 CHAIRS 1 DAY BED 1 EXAM TABLE 1 CONV. TABLE 1 STOOL W/EXAM TABLE j TOTALS ($3,359.50) 18. PROGRAM DIRECTOR 1 DESK 1 DESK CHAIR 2 SIDE CHAIRS i 1 2 -DRAWER FILE TOTALS. ($1,351.00) i 19. WORK ROOM COPY MACHINE (217 COPIER) TABLE 30 X 96 4 CHAIRS PAPER CUTTER BASKET TOTALS ($1,389.00) • CEDAR RAPIDS APID OL5 MuiiiL -4- $612.00 $428.00 $389.00 $214.00 $174.00 EA. $164.00 $721.00 $197.00 $241.00 $ 15.00 $ 35.00 $780.00 $ 92.00 $466.00 $274.00 $174.00 EA. $182.00 $362.00 $274.00 EA. $188.00 $422.00 $136.50 $ 85.00 $466.00 $355.00 $174.00 $182.00 $329.00 $255.50 $174.00 EA. $ 93.50 $ 15.00 64 FEDERAL STATE $ 612.00 $ 428.00 389.00 214.00 348.00 164.00 $ 1,215.00 $ 940.00 $ 721.00 197.00 482.00 15.00 35.00 780.00 92.00 $ 2,322.00 $ 466.00 274.00 696.00 182.00 362.00 548.00 188.00 422.00 136.50 85.00 $ 3,359.50 $ 466.00 355.00 174.00 $ 174.00 1a2.00 $ 1,177.00 $ 174.00 $ 329.00 255.50 696.00 93.50 15.00 $ 108.50 $ 1,389.00 Y 141CROFILMED 6Y ..,i JORM MICR+LA9 CEDAR RAPIDS • DES MOVIES n ,i M.ILR0F1LI-ILD BY JORM MICROLAB CEDAR i i -5- FEDERAL STATE 20. GENERAL J $1,500.00 1 M.ILR0F1LI-ILD BY JORM MICROLAB CEDAR RAPIDS AND ULS ;'lUl:.Lo, -5- FEDERAL STATE 20. GENERAL $1,500.00 $ 1,500.00 ARTWORK PLANTS 6 PLANTERS $1,500.00 1,500.00 8,000.00 DRAPES $8,000.00 650.00 HI-FI SYSTEM $650.00 . $12500 125.00 MIKES $150.00 150.00 RECORD CABINET $ 35.00 EA. $ 490.00 14 CLOCKS $. 15.00 EA. 195.00 13 BASKETS TOTALS ($12,610.00) $ 685.00 $11,925.00 21. DARKROOM (BASIC BLACK G WHITE) 1'OMEGA 8600 ENLARGER W/2 $159.00 $ 159.00 LENSES S 2'CARRIERS C35144 $ 120) 6.00 4 8X10 TRAYS $ 1.50 EA. 2.50 1 11X14 TRAY $ 2 50 12.50 1 TRAY SIPHON, KODAK $ 12.50 14.00 1 8X10 EASEL, ADJUSTABLE $ 14.00 35.00 1 FOCUS AID $ 35.00 17.00 1 SAFELIGHT, KODAK BULLET $ 17.00 W/FILTER $ 3.00 EA. 12.00 4 PRINT TONGS 1 FILM TANK, W/2 35W REELS $ 10.00 10.00 S ONE 120 REEL 2 WESTON DIAL THERMOMETERS 25-00 $ EA 50.00 15.00 1 FILM WASHER 15.00 1 TIMER $ 333.00 TOTALS ($333.00) 22. ARCHITECTURAL FEES FOR INTERIOR $ 4,791.00 $ 3,480.00 DESIGN $ 4,791.00 $ 3,480.00 TOTALS ($8,271.00) 65 - I-0ICROfILI-0ED BY JORM MICR+LAB Lf PAR RAPIDS • nrS R0111f.5 MiILROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES MWNLi, +� APPENDIX D Job Descriptions m 141CROFIL14E0 BY T JORM MICR+LAB i CEDAR RAPIDS • DES MOVIES 1 I j 1 i I!• iJ 'I MiILROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES MWNLi, +� APPENDIX D Job Descriptions m 141CROFIL14E0 BY T JORM MICR+LAB i CEDAR RAPIDS • DES MOVIES 1-116U ILMED BY JORM MICROLAB In CEDAR RAPIUb AND uLb i1�:nu, •�� DIRECTOR — SENIOR CENTER n ($1400-1749/month) DESCRIPTION To manage the operation of the Senior Center, supervise its staff, and do related work as necessary. TYPICAL DUTIES Develop a broad, diversified program of activities and services for the i elderly; recommends programs to meet the needs of the elderly, and carries out approved programs; meets with interested groups and individuals to promote Senior Center programs; hires and supervises the work of employees; arranges for the proper maintenance and operation of the Senior Center; interprets Senior Center activities to other departments and to the Community; prepares an annual'budget, obtains funds and controls expenditures; maintains records and prepares reports; evaluates i✓ Senior Center programs and operation. SOB SPECIFICATIONS Education and experience: Any combination equivalent to graduation from � college in a related field and five years of increasingly responsible professional experience, including two years of administrative experience. Knowledges and abilities: Knowledge of the philosophy, principles, and techniques of planning and supervising a Senior Center; knowledge of the facilities, equipment, and services needed in a broad Senior Center program; knowledge of community organizations and resources; knowledge of the latest developments and concepts related to the operation of a Senior Center; ability to analyze needs and to adapt a program to its particular requirements; skill in selecting, training, and supervising personnel; ability to write letters and prepare reports; ability to establish and maintain good working relationships with boards and commissions, individuals, and particularly with the elderly. 67 Y, .._�..MILROEILMEO BY JORM MICR+LAB CMAQ PAPIRS • M MOINCS P1iLRUEILMEU BY JOkM MICROLAB CEUAk RAVIJS AND UL Wif PROGRAM SUPERVISOR II DESCRIPTION $813-1087/monthly Under direction, to supervise and direct programs and activities and to do related work as required for the Senior Center. TYPICAL DUTIES 1. Works with senior citizens, and agency directors, and others to formulate programs for Senior Center. 2. Plans, organizes, and supervises programs including: recreational, educational and coordinates Social Service services. 3. Supervises maintenance of necessary facilities and equipment; requisitions needed supplies and equipment. 4. Supervises volunteer staff and coordinates their activities. 5. Answers inquiries from the public about Senior Center programs. 6. Maintains records and prepares reports. JOB SPECIFICATIONS Education and experience: Any combination equivalent to graduation from college in social work, recreation or a related field and one (1) year of responsible experience preferrably working the elderly. Knowledges and abilities: Knowledge of the techniques and methods of organizing group activities; knowledge of gerontological concepts involved in program planning for the elderly; knowledge of community organizations and resources; ability to instruct elderly in various activities and in group participation events; ability to supervise the activities of volunteer staff; ability plan and direct a varied program, and to win the support and enthusiasm of participants; ability to speak before public gatherings; ability to keep records and prepare reports. m I 141CRON LMED BY DORM MIC R+LAB CEDAR PAP@S • OES 1,10111CS n, I I, I II� f i P1iLRUEILMEU BY JOkM MICROLAB CEUAk RAVIJS AND UL Wif PROGRAM SUPERVISOR II DESCRIPTION $813-1087/monthly Under direction, to supervise and direct programs and activities and to do related work as required for the Senior Center. TYPICAL DUTIES 1. Works with senior citizens, and agency directors, and others to formulate programs for Senior Center. 2. Plans, organizes, and supervises programs including: recreational, educational and coordinates Social Service services. 3. Supervises maintenance of necessary facilities and equipment; requisitions needed supplies and equipment. 4. Supervises volunteer staff and coordinates their activities. 5. Answers inquiries from the public about Senior Center programs. 6. Maintains records and prepares reports. JOB SPECIFICATIONS Education and experience: Any combination equivalent to graduation from college in social work, recreation or a related field and one (1) year of responsible experience preferrably working the elderly. Knowledges and abilities: Knowledge of the techniques and methods of organizing group activities; knowledge of gerontological concepts involved in program planning for the elderly; knowledge of community organizations and resources; ability to instruct elderly in various activities and in group participation events; ability to supervise the activities of volunteer staff; ability plan and direct a varied program, and to win the support and enthusiasm of participants; ability to speak before public gatherings; ability to keep records and prepare reports. m I 141CRON LMED BY DORM MIC R+LAB CEDAR PAP@S • OES 1,10111CS 1z f4iukUi IL•ILU BY JORM MICROLAB CLUAR RAPIDS ANU 'uLS >iul;il._. •�� SECRETARY - SENIOR CENTER $751-1052/monthly DESCRIPTION Under minimum supervision, to perform a variety of difficult and complex clerical duties of superior quality; to supervise clerical personnel; and to do related work as required. TYPICAL DUTIES 1. Takes and transcribes dictation and types a variety of correspondence, memoranda, reports and other materials. 2. Receives visitors and arranges appointments; screens, opens and routes incoming mail. 3. Collects and compiles statistical data and other information for inclusion into special and periodic reports; assists in repairing departmental budget estimates. 4. Establishes, revises and otherwise maintains a variety of elaborate files, including material of a confidential nature; prepares divisional payroll which includes large and fluctuating part-time staff; reviews and checks documents for completeness, accuracy and conformance to applicable rules and regulations. I 5. Gives out information where judgment, knowledge and interpretation of Senior Center procedures and regulations are necessary; queries clients as to needs and provide or refer to appropriate Senior Center activity. 6. Attends meetings, takes and transcribes minutes; may serve as Board or Commission secretary. 7. Operates various office equipment. I JOB SPECIFICATIONS Education and experience: Any combination equivalent to graduation from high school and two years experience in stenographic and clerical area. Knowledges and abilities: Knowledge of modern office equipment and methods; ability to take and transcribe dictation; ability to type from clear copy at rate of not less than sixty (60) words per minute; ability to speak effectively and to recommend and correct grammar, punctuation, and syntax in draft documents; ability to perform difficult clerical duties; ability to meet public and maintain effective working relations with others. 69 MICROFIL14ED BY DORM MIC R+LAB crnnR RAPIDS • nr.s MOMrs 14ILiiOFILMED BY JORM MICROLAB CLUAR RAPIUS AND ULi COUNCIL on AGING December, 1975 of Johnson County The C.O.A. office would be staffed by an Executive Director and a Resource Secretary plus volunteers of the older persons group. The Executive Director: Duties: 1. Assist COA Board with information needed in policy determination. I 2. Be responsible for reports to the COA Board & other groups. 3. Represent the Council at those planning meetings where staff rather than conaumer-participants are deemed appropriate. 1 4. Represent the needs of older persons with community services and facilitate securing of needed services for individuals. 5. Provide brief counseling & guidance to identify individual needs and appropriate services. 6. Locate unmet needs and work with Board members in locating organizations to meet these needs. 7. Recruit, train, & supervise older persons as volunteers in coordination with Board members. iS. Assist in planning with educational institutions and others in program development for older persons. i f 9. Where appropriate, work with Board members in the advocacy role. The Resource Secretary: Do.r.iea: 1. Serve as an office resource and information provider. 2. Perform necessary secretarial and clerical work needed. 3. Represent the office and the COA when Director not available. 4. Assist older persons in locating needed information, services, and meeting other needs. 5. Assist Director in organization and coordination of programs with other agencies or within the COA. 6. Serve as media liaison to disseminate information. 70 IIICROFIL141D BY JORM MICR(�LAB CEDAR IMPI05 - DFS 1401Nf.S n MlukOFIL;�LD BY JORM MICROLAB CEDAR RAPIDS AW UCS !UihL�, JOHNSON COUNTY COUNCIL ON AGING PURPOSE: To Address Ourselves to the Needs and Concerns of the Elderly of Johnson County, Iowa Public & Private Agencies Volunteers Interested Citizens MEMBERSHIP Elderly Board of Directors—� Standing Committees Staff Executive Committee Volunteers I Existing Groups and Agencies ELDERLY COMMUNITY 1 OBJECTIVES I Effective Administration G Research (Clients, Clients Needs, Service Available, Service Needed) Promote awareness of the elderly to the community Provide I & R for the elderly Unite organizations who wish to serve the elderly Promote the development of needed service to the elderly Maintain and develop volunteer services to the elderly Promote educational and enrichment services for the elderly 71 'J ;41CRor1LK0 By y JO17M MICR+LAB MAR RAPIDS • KS MOINES i i MlukOFIL;�LD BY JORM MICROLAB CEDAR RAPIDS AW UCS !UihL�, JOHNSON COUNTY COUNCIL ON AGING PURPOSE: To Address Ourselves to the Needs and Concerns of the Elderly of Johnson County, Iowa Public & Private Agencies Volunteers Interested Citizens MEMBERSHIP Elderly Board of Directors—� Standing Committees Staff Executive Committee Volunteers I Existing Groups and Agencies ELDERLY COMMUNITY 1 OBJECTIVES I Effective Administration G Research (Clients, Clients Needs, Service Available, Service Needed) Promote awareness of the elderly to the community Provide I & R for the elderly Unite organizations who wish to serve the elderly Promote the development of needed service to the elderly Maintain and develop volunteer services to the elderly Promote educational and enrichment services for the elderly 71 'J ;41CRor1LK0 By y JO17M MICR+LAB MAR RAPIDS • KS MOINES I11Li<OFILMED BY JORM 141CROLAB CEDAR RAPIUS AND ULS Job Description Johnson County SEATS Job Title: Johnson County SEATS Coordinator Job Description: (1) Direct and administrate the Johnson County SEATS program. (2) Prepare and administrate interagency agreements and contracts, and prepare state and federal funding grants. (3) Authorize payrolls, train and direct employees, hire and terminate employees (4) Set operating hours and direct daily scheduling activities (5) Compile records of Johnson County SEATS operations (vehicle mileage, passenger trips, revenues, etc.) (6) Authorize and maintain records for all receipts and expenditures. (7) Maintain records for the maintenance of vehicles. (8) Direct public relations and publicity activities for Johnson County SEATS (9) Attend all meetings relevant for the operations, development, and public relations of Johnson County SEATS. (10) File quarterly reports with the Iowa Department of Transportation and the Iowa Department of Revenue and monthly reports with the Heritage Agency on Aging and Job Service of Iowa. (11) Maintain communication with the Johnson County Board of Supervisors and agencies contracting with Johnson County SEATS. 72 14]CROFILMCO BY ;I JORM MICR+LA13 i I CFDAP RAPIDS • DCS M01111S n ti M10<0ILME0 BY JORM MICROLAB CEDAR RAPIJS AND uLs HU::IL., u� Z4V-,6 y 76 JOB DESCRIPTTON': K iRITION PRO^RAM NnFRVISOR, Johnson County Mimir..um ()ualifications: 1. Sensitive to the interests, needs and welfare of the elderly. 3. N,ana;ement experience/ability to plan, organize, coordinate, and keep command of details. . Experience in office procedures, recordkeeping, budget and inventory control. • Knowledge of nutrition, special diet modifications, and food preparation and service. �. Knowledgeable of the community and its resources. A. Ability to work with persons of all aa_es. 7. Must have a car. Duties: 1. Fullfill designated portions of the role ,of the Sub - Contracting Agency as assigned by the Sub -Contractor: a. assist with interviewing, hiring, and terminating site staff according to procedures agreed upon by the Sub -Contracting Agency and Heritage Agency on Aging. b, provide ,job descriptions for all paid staff when Yli.red, c. Train and supervise all personnel. d. Maintain fiscal records of all income and expend- itures 1) withdraw project; income from local bank once per month by cashiers check and send to Kirkwood Community College, Deposit all other income with County Treasurer's office periodically. 2) Prepare rayroll and present the proper claims to auditor's Office monthly. 3) Prepare claims for prompt payment of all bills, 4) Submit necessary financial reports and requests for federal funds to Heritage Agency on Agirg monthly. 73 i MICROFILMED BY JORM MICR( LA19 CFDAR RAPIDS • DFS MOINES 1 f-j1L,RW ILMED BY JORM 141CRULAB CEDAR RAPIDS AND AE 2. 3e familiar with all aspects of Title 911. 3. Supervise, monitor, and coordinate all functions and activities involved in delivery of meals and 2- i i i activated f-j1L,RW ILMED BY JORM 141CRULAB CEDAR RAPIDS AND AE 2. 3e familiar with all aspects of Title 911. 3. Supervise, monitor, and coordinate all functions and activities involved in delivery of meals and supportive social services at those satellite sites activated by the Sub -Contracting. Agency: a. meal reservation system b. recruitment and use of volunteers c. coordination of activities at all satellites d. cash contribution collection and derosit system e. bookkeeping and recordkeeping f, continuing outreach and follow up g, transportation of participants h. supporting social service activities 1. participant intake information j. organize Site Councils and attend as an ex -officio member 4. Supervise meal preparation and service: . a. menu planning and adherence b, placing of menus in local newspaper each week C, food purchasing d. order, inventory, receive and store commodity foods e, costing of meals f, supervise and monitor all meal preparation g, supervise and monitor serving of special diets h, insure sanitation and safety procedures 1, keep accurate and up-to-date Inventories of food, surplles, and equipment j, transportation of food to satellite serving sites 5. Be responsible for home -delivered meals: a. outreach and follow-up b, participant intake information c. liason with participant's doctor for diet and 74 + 141CROFILMED BY JORM MICR+LAB ! CEDAR RAPIDS • US MOINES I. i 7 3- MILROFILMED BY JORM MICROLAB • LEDAR RAVIUS AND UCS MUiliL,, Jnn correct nutritional status d. recruitment, training and supervision of volunteer drivers. e. planning and arranging delivery routes f. collecting and depositing participant meal contri- butions g. maintaining necessary participant records h. provide nutritional guidance 1. inspect and maintain food carriers J. deliver meals when necessary 6. Supervise maintenance of Central Kitchen, appliances, and storer_e facilities. 7. Hold regular staff meetings. 8. Cooperate with Droject Director in: a. determining priority objectives b. identifying staff training needs C. implementing and supervising supporting social services d. providing staff training e, establish Ing cooperation between civic, service and community organizations, advocating, the Title VII Nutrition ?rogram f. undat'_ng job descriptions for paid and volunteer staff g. maintaining required program documentation 9. Comnute and compile required and requested monthly and quarterly Nutrition Information System statistics for the Droject Director. 10. Cooperate with consulting dietitians, all site inspectors and program monitors and assessors. 11. Attend Task Force meetings as an ex -officio member. 12. Attend recommended in-service training sessions and/o:^ Nutrition Program staff meetings. 13. Provide support and encouragement for work done at satellite sites. 75 ncROPILMED BY JORM MICR#LAB MAR RAPIM DES MDIHES �1 �.1 3- MILROFILMED BY JORM MICROLAB • LEDAR RAVIUS AND UCS MUiliL,, Jnn correct nutritional status d. recruitment, training and supervision of volunteer drivers. e. planning and arranging delivery routes f. collecting and depositing participant meal contri- butions g. maintaining necessary participant records h. provide nutritional guidance 1. inspect and maintain food carriers J. deliver meals when necessary 6. Supervise maintenance of Central Kitchen, appliances, and storer_e facilities. 7. Hold regular staff meetings. 8. Cooperate with Droject Director in: a. determining priority objectives b. identifying staff training needs C. implementing and supervising supporting social services d. providing staff training e, establish Ing cooperation between civic, service and community organizations, advocating, the Title VII Nutrition ?rogram f. undat'_ng job descriptions for paid and volunteer staff g. maintaining required program documentation 9. Comnute and compile required and requested monthly and quarterly Nutrition Information System statistics for the Droject Director. 10. Cooperate with consulting dietitians, all site inspectors and program monitors and assessors. 11. Attend Task Force meetings as an ex -officio member. 12. Attend recommended in-service training sessions and/o:^ Nutrition Program staff meetings. 13. Provide support and encouragement for work done at satellite sites. 75 ncROPILMED BY JORM MICR#LAB MAR RAPIM DES MDIHES 4- MICROFILMEU BY JORM 141CROLAB CEDAR RAPIDS AND ULS MUiIIL_., .w11 14, Implement recommendations of Project Director to Sub- liance with al Staarules, regulations, ions, andcrecommendations�foerTitlee VII. 15, Establish and maintain good relationships and open between all communitj programs channels of communication for the elderly. 16. Request technical assistance, as needed, from the nutrition Project Director and Heritage Agency on Aging. for ub- 17. Provide nutrition program information necessar licationSfor Contractor to submit to Contractor for reapp funding proposals. .-om both ctor the 18. Obtaitionproval f Directortnriorhe btooallapublicnrelations Nurefforts. 19. Substitute for site managers in case of illness or other emergencies. 20. Comply with Sub -Contracting Agency policies and procedures as defined by that agency: •a. personnel policies b. time sheets - payroll c, collectins and submitting bills d. In -Hind vouchers and records e. meetings W. ` MICROFILM) BY JORM MICR+LAB , CFOAR RAPM • DES MINES i I MICROFILMEU BY JORM 141CROLAB CEDAR RAPIDS AND ULS MUiIIL_., .w11 14, Implement recommendations of Project Director to Sub- liance with al Staarules, regulations, ions, andcrecommendations�foerTitlee VII. 15, Establish and maintain good relationships and open between all communitj programs channels of communication for the elderly. 16. Request technical assistance, as needed, from the nutrition Project Director and Heritage Agency on Aging. for ub- 17. Provide nutrition program information necessar licationSfor Contractor to submit to Contractor for reapp funding proposals. .-om both ctor the 18. Obtaitionproval f Directortnriorhe btooallapublicnrelations Nurefforts. 19. Substitute for site managers in case of illness or other emergencies. 20. Comply with Sub -Contracting Agency policies and procedures as defined by that agency: •a. personnel policies b. time sheets - payroll c, collectins and submitting bills d. In -Hind vouchers and records e. meetings W. ` MICROFILM) BY JORM MICR+LAB , CFOAR RAPM • DES MINES HiLtWi iLi4LU BY JORM I.1ICROLAb LEUAk kAPIJ'�) AiW �i� %I�.:�. , • ��• RECEIVED JUL 1 0 1978 CONGREGATE MEALS JOB DESCRIPTION FOR SITE MANAGERS MINIMUM QUALIFICATIONS: 1) Record keeping experience. 2) Ability to direct organize, supervise and coordinate all areas of the nutrition site. 3) Experience in working with and sensitive to the elderly and to persons of all nationality, race, religion, social and economic background. 4) Experience in community programs preferred. 5) Ability to recruit and maintain lolunteer staff. JOB DESCRIPTION: 1) Be responsible for and/or delegate, supervise and coordinate day-to-day activities at the site: (a) meal reservations; (b) notify cook of number of meals needed.each day; (c) monitor food preparation activities and maintenance of food temperatures, including food handling techniques, at the central kitchen when the program supervisor is supervising other sites; (d) table setting; (e) table de- corations; (f) host or hostess; (g) recording attendance; (h) collecting and counting meal contributions; (i) portioning and serving of food; (j)'portioning and packaging of home delivered meals when program super- visor is at other sites; (k) delivery of home delivered meals in emergencies; (1) dining area and kitchen clean-up; (m) monitor custodial work and garbage removal at sites; (n) physical arrangements for day's activities; (o) provision for celebration of special occasions including singing of doxology or saying of table grace. 2) Responsible for: (a) enforcement of health, sanitation and safety regulations; (b) maintenance of sanitary and safe site conditions and procedures; (c) assisting project director in planning for supportive services to meet needs of participants in area of nutrition and consumer education, health and welfare counsel- ing, information and referral, recreation, shopping assistance; (d) im- y plementng and coordinating supportive services activities; (e) accurate countingof cash contributions; (f) banking of cash contributions; (g) Post- ing menus, suggested fees and required inspection forms and licenses; (h) continuing on-the-job training for staff. 3) Recruit, train and super- vise volunteers; 4) Participant outreach. 5) Maintain or supervise maintenance of all daily and weekly records: '(a) cash contributions; (b) participant attendance and guest count; (c) staff and volunteer time sheets; (d) participant in -take information; (e) participant involvement in activities; (f) daily meal count; (g) perpetual inventories. 6) Maintain participant confidentiality. 7) Attend site council meetings as ex - officio member. Assist site council in carrying out recommendations concerning the program. B) Submit all bills to nutrition program supervisor. 9) Cooperate with the consulting dietitian, site inspectors, and program monitors. 10) Participate in in-service training required or recommended by Nutrition Program SuperSisor or Nutrition Project Director. 11) Provide on-the-job training for paid and volunteer staff when recommended or required. 12) Assist with location and identification of persons 60 and over. 13) Facilitate positive public awareness of program. 14) Perform any or all other duties as may be assigned by the Nutrition Program Supervisor and Nutrition Program Director. 77 I.11CROfILMED BY JORM MICR¢LAB rrmi. Bm'!nS . nr5!401141*5 C) V u MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES ;IU1PiLJ, •x+111 JOB i1C,o-P.IP-TON : 1 ana er ;some. Delivered }teals, Jo'r.r.sor County Minimum ''uaiifications: 1, Sensitive t0 the lntere5t5, needs and welfare Of t%e elderly. 2. Ability to work with persons of sll aF:es. 3, management experIV-Ce/ability to plau, organize, coordinate, and keep co,.mand of details 4. KnoWledge of the ccmg:.unity ;:nd its resources. 5, must have a car PUT Ir{ S 1, lesrcnsible for particioant intake information 2, Liason nlith participant's doctor for diet.snd correct nutritional status 3. Outreach and follow -un 4. Recruitment, training and supervision of volunteer drivers 5. Planning and arranging, delivery routes 6. Collecting and depositing participant meal contributions 7• 1^.alnta'ir,ing, necessary p,rticipant records 8, Provide nutritional CVidance q, Inspect and maintain food carriers 10. Deliver meals vlhcn necessary 11. Assist Supervisor in all her duties 12, Learn Supervisors job and be in charge during his/her absence. 78 141CROFILMED BY 1. i JORM MICR+LAB , CEDAR RAPIDS • DES MOINES i C) V u MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES ;IU1PiLJ, •x+111 JOB i1C,o-P.IP-TON : 1 ana er ;some. Delivered }teals, Jo'r.r.sor County Minimum ''uaiifications: 1, Sensitive t0 the lntere5t5, needs and welfare Of t%e elderly. 2. Ability to work with persons of sll aF:es. 3, management experIV-Ce/ability to plau, organize, coordinate, and keep co,.mand of details 4. KnoWledge of the ccmg:.unity ;:nd its resources. 5, must have a car PUT Ir{ S 1, lesrcnsible for particioant intake information 2, Liason nlith participant's doctor for diet.snd correct nutritional status 3. Outreach and follow -un 4. Recruitment, training and supervision of volunteer drivers 5. Planning and arranging, delivery routes 6. Collecting and depositing participant meal contributions 7• 1^.alnta'ir,ing, necessary p,rticipant records 8, Provide nutritional CVidance q, Inspect and maintain food carriers 10. Deliver meals vlhcn necessary 11. Assist Supervisor in all her duties 12, Learn Supervisors job and be in charge during his/her absence. 78 141CROFILMED BY 1. i JORM MICR+LAB , CEDAR RAPIDS • DES MOINES Fi1LR0F1LHLD BY JORM I.IICROLAB CEDAR RAPIUS AND ULS ;10iliu, IU+.r, V40aia ;S1 o0te Ha.. Pro pad RaP�yyy9 13�g1 � Debra Martzahn Dept. Community Development 410 E. Washington Street Iowa City, IA 52240 Dear Ms. Martzahn: The following us a brief job description of the Heritage Agency on Aging Senior Paralegal. Senior Paralegal: Part-time position generally 60 years of age or over; In-house trained in recognizing and discussing legal problems of older persons; Represent older persons (60 years of age or older) in public benefit matters and appeals- i.e., Social Security, S.S.I., Medicare, Food Stamps, etc.; Assist older persons with applications for public benefits and tax forms; Assist older persons with consumer problems; Make educational presentations to groups of older persons or other groups on concerns of elderly; Act as outreach workers who travel to more rural areas and home visits to assist persons; Supervised by licensed practising attorney out of Heritage Agency on Aging. The above is a general description of the senior paralegals. I have also included a copy of a description of the entire Elderly Law Project. If you need additional information please contact me. Very truly yours, Martha L. Quint Attorney at Law Legal Services Coordinator MLQ:pjp encl. 79 An Equal Opportunity Employer FILI4E0 BY f JORM MICR<164.AB CFDAIi RAMM lr..5 I40INES MRa I.1il,kU`riLiU BY JORM 1.11CROLAB CLUAk RAP1U5 ARU ULA IU.IIL:, +, E°44. N°° .4 JN ,Na p��t`PaC 25cu9 HERITAGE AGENCY ON AGING ELDERLY LAW PROJECT The Heritage Agency on Aging in Iowa services a seven - county area in eastern Iowa which includes both rural and urban populations. The Agency recognized that older persons in the area needed•a legal services program designed particularly for older persons. In order to adequately reach and serve the elderly in both the urban and rural areas the Heritage Agency on Aging developed a three part program utilizing an attorney, sevior paralegals and referral attorneys.. The Legal Services Coordinator, Martha L. Quint, is a licensed, praticising attorney who specializes in elderly law. The Coordinator does direct legal representation for clients, provides information to clients, makes educational presentations in the community, supervises four paralegals, and makes referrals to cooperating attorneys. The referral attorneys are located throughout the seven - county area and have agreed to accept older persons on referral from the program for a reduced fee of $10.00 j for the initial one-half hour interview. A11 fee - generating cases are referred out as well as estate planning. The cooperating attorneys have proved to be a valuable part of the program and have helped to make this a complete service program. The paralegal program is an integral part of the project and is described below in greater detail to include training and outreach efforts. Four retired citizens, two men and two women, over sixty years of age, were selected to be trained as paralegals. he training was supervised by the Heritage Agency's Legal Services Coordinator and was conducted on an in-house basis for ten full days in lecture -discussion sessions by specialists in various areas of the law. The Heritage Agency obtained the services of attorneys and other professionals to conduct the training. After the initial training session, there are monthly retraining sessions where the four paralegals meet to get 80 An Equal Opportunity Employer ._..r....•v_�e....a.+n..WfiM1NC•J(q.�Ad _:,�-rr+\.u...._. .. ... ._.._. .....�........__._.... .... �,...,.�,.u.w,rvnw `.. K• `�� h 141CROF11.140 BY JORM MICR+LAB UOAR RAPIDS . [IF5 Id01.'IFS ,r I-JILROFILMLD BY JORM MICROLAB LELIAR RAPluS AND L)L'� ;'IUIiI ,, �^ new information and to go over changes in important areas. This'is also an opportunity for the paralegals to discuss questions or problems which arise during the month. The senior paralegals travel through the seven -county area and visit approximately 45 communities on a rotating basis. The senior paralegals schedules are published in the Agency newsletter "Involvement" along with articles which concern older persons legal rights. The paralegals conduct personal interviews with the goal of reaching persons in their own communities and encouraging them to discuss their legal affairs. The fact that the senior paralegal is a trained listener and an older person himself aids the individual in feeling more comfortable in discussing their problems or in asking questions. The paralegal interview utilizes a "Legal Checklist" format which aids the paralegal and the client in discussing potential legal problem areas. The check- lists are sent to the Legal Services Coordinator each week for review. If a potential legal problem is spotted, the client is then placed in contact with the Legal Services Coordinator. The checklists serve as a detailed report to the Legal Services Coordinator who reviews the cases and conducts the follow-up as needed. The paralegals have access to a toll-free WATS line at each site so they can contact the Legal Services Coor- dinator with any question or problem that may arise at the site visit. The Heritage Agency on Aging Legal Services Program is designed to reach older persons who either do not have ready access to legal services or cannot afford it. It also attempts to overcome the natural reluctance of older persons to contact an attorney when they have legal problems or questions. The senior paralegal program serves as an outreach branch to provide person to person contact. The senior paralegals have been working since January 1976 and they have become an integral part of the Legal Services Program. 81 IdIECOFILMEO 6Y JORM MICR+LA6 CITAR RAVIOS OFS MONIES 'n i .. I I-JILROFILMLD BY JORM MICROLAB LELIAR RAPluS AND L)L'� ;'IUIiI ,, �^ new information and to go over changes in important areas. This'is also an opportunity for the paralegals to discuss questions or problems which arise during the month. The senior paralegals travel through the seven -county area and visit approximately 45 communities on a rotating basis. The senior paralegals schedules are published in the Agency newsletter "Involvement" along with articles which concern older persons legal rights. The paralegals conduct personal interviews with the goal of reaching persons in their own communities and encouraging them to discuss their legal affairs. The fact that the senior paralegal is a trained listener and an older person himself aids the individual in feeling more comfortable in discussing their problems or in asking questions. The paralegal interview utilizes a "Legal Checklist" format which aids the paralegal and the client in discussing potential legal problem areas. The check- lists are sent to the Legal Services Coordinator each week for review. If a potential legal problem is spotted, the client is then placed in contact with the Legal Services Coordinator. The checklists serve as a detailed report to the Legal Services Coordinator who reviews the cases and conducts the follow-up as needed. The paralegals have access to a toll-free WATS line at each site so they can contact the Legal Services Coor- dinator with any question or problem that may arise at the site visit. The Heritage Agency on Aging Legal Services Program is designed to reach older persons who either do not have ready access to legal services or cannot afford it. It also attempts to overcome the natural reluctance of older persons to contact an attorney when they have legal problems or questions. The senior paralegal program serves as an outreach branch to provide person to person contact. The senior paralegals have been working since January 1976 and they have become an integral part of the Legal Services Program. 81 IdIECOFILMEO 6Y JORM MICR+LA6 CITAR RAVIOS OFS MONIES i ,j ttlLRUHLKL) BY JORM 141CROLAB CEDAR RAPM AND UE; "IU:i,L>, •• VlS1:"I!•+G NURSE ASSOCIATION GF JOHNSCi� CCUNIVY PUBLIC HEALTH NURSE I1 Descriptions Under general supervision and in accordance with aaency standards and policies, identifies need for and provides comprehensive community health service to indi- viduals, famiiies, and special groups. Assumes responsibility for supervising and/or ccor- dinating within the agency structure. Performs activities assigned to meet the changing demands for community health care. Duties and Responlities' 1. Gives comprehensive healsth care to individuals and families facilitates participation of available up,o persons in planning and providing care. 2. 'reaches and advises individuals, families, and special groups as assigned, on the prevention of disease and disability and maintainin,; good general health. j. Becomes knowledgeable of and confers with other agencies regarding client needs, available resources and facilitates use of appropriate resources. 4. Promote.-, optimal independence of clients when feasible. j. Aucep-s a clients right to refuse VNA service. explains ,:t.errative, and keeps communication open. b. Ater orientation phase, manages a caseload (size and c,;c,plexity depending on other activities assigned) efficiently and effectively, using nursing process and reporting appropriatley to supervisor, attending physician, etc.. 7. Assumes responsibility in planning and supervising other health wcrsers such as aides and LPNs. z�, Assumes responsibility for operation of clinics and/or special cro;;ects as assigned. Participates as necessary in orientations, instruc- tions. and guiaance of other staff, students, visitors, and telephone :ngl,ries coming to the agency. 10. Represents the agency in community groups and activi- ties. with a 11. Compliespolicies regarding records, agency p g caseload manaEcront, and preparation of reports. 12. ProvidFs instruction, as neeaed, of designated staff members In the application of a specific skill Yre/she possesses. L -N °r MICMILMED BY JORM MICR+L AIs MAR PAPIDS • ors M0119r5 WE rl1lLROYILMEU BY JORM I.IICROLAB F13BLIC HEALTH %%ESE II (Cont.) CEUAk RAPIDS AND ULS MU:IIL,. •Jell' Prrfessiojjg and Personal Requirements, 1. 9accalaureate decree in nursing which includes specific content in community health nursing anti student experience in a home health agency. 2. Licensure as a registered nurse in Iowa. or el__ible for end..rsement. 3. Physical health must tolerate stair el - lifting,. and exposure to year-round weather conditions a= these relate to delivery of community health care; health status is verified by pre-employment medical evaluation. 4. Licensed to drive in Iowa and the availability of personal car when on duty. a. Car insurance covered for $50,000 property damage and 100,000/300,000 for bodily injury required for coverage under, agency umbrella liability policy. 5. NillinE.ness to accept conditions of employment -- visiting in homes, as well as other services of the agency that may be assigned; weekend call; the limitations of the agency, such as funding, staffing, dress code, equipment and space; and the frequent need for flexibility in sche- duling activities. 6. Interests and Temperament: Prefers working with people and understands mutual goal setting; is motivated by change) planning and coordination with other health pro- fessionals and service agencies; an appreciation for indi- vidual roles and responsibilities within the agency struc- ture. 7. 'r:ill•ir,fness to participate in professional organi- zations and a&ency staff development. W. Evidences abilities in organization, interpersonal relationships, use of teaching/learning principles, self direction, and verbal and written communication. 83 MICROFILMED BY JORM MICR+LAB CFOAR RAPIDS • 1113 MOIRES 14ICROFILK0 BY JORM MICROLAB I C'tGANIZATIONAL CHART - 1978 VNA of Johnson County B01:'ry_7 DIRECTORS I\ Joint Coord. Comm. � co Jo.Co.Bd. of Health 1 EXECUTIVE DIRECTOR Standing Committees Executive � T Finance ProAdv. Med: Adv. j Personnel i j Nominations I Student Educ Adv. • CEDAR RAPIDS AMU UES h1UIIIL u. n n REr,�NIC[) JU;7 Cantracted Speech ` & Physical TherapyPFINS ` *Staff Dev. Coord. b b b b b b b Pt. Care Supr. *Child Health Coord, j FI}iAs . o Pt. Billing & Stat. Person / Adm. Asst. Office Manager Clerk Typist 1 .— —._Administrative Rosp'onsibilities Coordinating Responsibilities c Contractual Responsibilities YY ^ IdILROEILMED BY ' JO RM MICR+LAB CEDAR RAPIDS - DES MOVIES I;1ICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES MU!ki , IUW1 ti APPENDIX E Resolution of Intent to Develop Senior Center 85 141CROFIL14ED BY ' JORM MICR+LAB f CrOAR RAPIDS • DES MOINES - i j I •. I I i i I I i .. i v I;1ICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES MU!ki , IUW1 ti APPENDIX E Resolution of Intent to Develop Senior Center 85 141CROFIL14ED BY ' JORM MICR+LAB f CrOAR RAPIDS • DES MOINES MiLkUiiLMLO BY JORM MICROLAB LEDAR RAP los Ata) uu ?iu;:,L�, OMA RESOLUTION NO. 78-142quip BMs% RESOLUTION ESTABLISHING THE CITY'S INTENT TO DEVELOP AND MANAGE A MULTI-PURPOSE SENIOR CENTER WHEREAS, the City recognizes a responsibility to become involved in the delivery of special programs and services for senior citizens; and, WHEREAS, the City recognizes that individual physical, social, psychological and cultural situations vary within the aging process and programmatic responses must be developed to provide a wide range of opportunities; and, WHEREAS, the City desires to play a leadership role in coordinating the network of community services available to the Iowa City area senior citizens; and, WHEREAS, the City recognizes that the senior citizens of Johnson County have the right to define and determine the type of facility that will provide the network of opportunities desired; and, WHEREAS, the City recognizes that other government bodies and service agencies are resources that might be involved in the projects and services of a multi-purpose program. NOW, THEREFORE, BE IT RESOLVED, that the City of Iowa City, in conjunction with other governmental bodies and service agencies, will work with older persons to develop and implement a multi-purpose Senior Citizens' Center; BE IT FURTHER RESOLVED that the City will own and manage the facility; BE IT FURTHER RESOLVED that the City Council will appoint a Board of Directors to guide program policy decisions; and BE IT FURTHER RESOLVED that the Senior Citizens' Center Director will be appointed by and be responsible to the City Manager through the regular City department structure. It was moved by deProsse and seconded by Neuhauser that the Resolution as read be a opte —and roll call there were: AYES: NAYS: ABSENT: X Balmer x deProsse x Erdahl x Neuhauser x Perret z Roberts X Vevera Passed and approved this 25th day of April 1978. ATTEST:(.( .t 1 R City Clerk V. MICROFILIIEO BY JORM MICR+LAB CE O(1R PIIPIDS • DIS MOINES Mayor SZCDIM b APPROVED U'® LEGAL DEPAR=T A -Y -2S -7P arm ,316 IAICROFILMED BY JORM MICROLAB • CEDAR RAPIDS AND UES MUINL�, ,vn^ APPENDIX F Letters of Support MICROFILMED BY ;( JORM MICR�LAB i CEDAR RAPIDS • DES MOINES i IAICROFILMED BY JORM MICROLAB • CEDAR RAPIDS AND UES MUINL�, ,vn^ APPENDIX F Letters of Support MICROFILMED BY ;( JORM MICR�LAB i CEDAR RAPIDS • DES MOINES f-jIwi& 10ILD BY JORM MICROLAB July 7, 1978 CEDAk kAPLOS ANO oG r1 iGu JOHNSON COUNTY S.E.A.T.S. 538 SOUTH GILBERT STREET IOWA CITY, IOWA 52240 TELEPHONE: (319) 351.6078 Ms. Julie Vann Department of Community Development City of Iowa City Iowa City Civic Center Iowa City, Iowa 52240 Dear Ms. Vann: Johnson County SEATS wishes to support and coordinate its spe- cialized elderly and handicapped transportation program with the development of the proposed Iowa City Senior Center. I Presently, Johnson County SEATS operates a five -van fleet providing specialized demand -response transportation services I. to elderly and handicapped persons throughout the urban and rural areas of Johnson County. Currently, Johnson County SEATS employs a staff of nine which operate the system for 74 hours, seven -days -a -week. During 1978, it is estimated that Johnson County SEATS will provide 30,000 trips for elderly and handi- capped persons who generally have no or little access to other forms of transportation. For the past three years Johnson County SEATS has been located in the Senior Center in the Close Mansion. Although this location has allowed us to have close contact with other senior organizations in Johnson County, it cannot facilitate any expansion or improvement of the Johnson County SEATS program Ile wish to cite the following inadequacies of the current Senior Center and how we expect the new proposed Senior Center to greatly improve our situation. (1) Current Lack of Space The current office size, 140 square feet, barely allows for the existing office furniture, two desks, a file cabinet, and several chairs. No space exists for any radio dispatching facility or meeting rooms. Ile feel that the new Senior Center will allow us to Have ample space for program improvement and development. M.- - � NICROFILIIED BY JORM MICR+LAB CEDAR RAPIDS • DCS I40VIFS MILROFILMLO BY JORM MICROLAB LEOAR RAPIDS AND UL5 ;au1NL„ ,JWI Johnson County SEATS Page 2 (2) Lack of Access for Elderly and Handicapped Persons The present location on the second story of the Senior Center with no elevator makes it totally impossible for the majority of elderly and handicapped persons to personally visit our office. The proposed Senior Center, which will be totally accessible, will us to have more personal contact with our patrons. (3) Suboptimal Location for Transportation Operations The present location of the Senior Center is approximately 0.5 miles from the Iowa City CBD, the major trip generator and receptor for our program. The new location, centered in the CBD, will place us in close proximity to the Iowa City area transit systems, the new proposed elderly housing complex, and the center of many of our shopping, medical, and social service trips. This new location will save on the operational costs of our program and will allow us to provide more effective transportation services. We strongly endorse the planning and organizational activities undertaken by the City of Iowa City to develop this new Senior Center for all the elderly residents of Johnson County. As a major elderly transportation provider it is our intention to fully coordinate our program into the overall scope of the planned development. Sincerely, 9Donalaefer Johnson County SEATS Coordinator .i DS/ds 89 141CROFILMED BY ' JORM MICR+LAB ffDAR RAPIDS • DPS COMES N 14iLROF ILiAiU BY JORM I-1ICROLAB LLUAR RAPIDS AND Ui'�, ;•lUi��L�, •����� .4 2608 Bartelt Road Iowa Cit,), Iowa Julia Vann June 22, 1978 CDGB Coordinator Iowa City, Iowa 52240 Dear Mrs. Vann: In the name of the American Association of Retired Persons of Sohnson County (243 members), I wish to support your application for funds to purchase furniture and equipment for the new Senior Center in the old Iowa gity post office. At present we carry on our program at two sites- 21ose Mansion and the Iowa City Recreation Center. Our Aork.space at the Closd Mansion is small and shared with other groups to the detriment of our efficiency and progress. We can not always get the space we want when we want it at the Recreation Center b4cause the Center serves many other groups beside ours. So ve would like very much to operate our program in one building and have a chance to expand it. Specifically it would be to our advantage if we could have access to a large aaerftly room with good acoustics that would accom- modate 100 persons at least once a month. It should be equipped with a. public address system, a screen, a projector and blinds on the win- dows that would keep out the light. Beside 100 chairs,'we should have 15 large tables in case we had a potluck dinner. We would need a furnished kitchenette on such an occasion and or if we were serv- ing only coffee and light refreshments. A piano would be essential in such a room for group singing. This room should also be suitable for dancing and games. We would like to have a board meeting room that would accommo- date 20 to 30 persons - 30 chairs, 4 large tables, a podium. This room would be used as much as twice a month for board meetings and occasionally three times a week as a class room. Along with this room we could use one that would accom6dabe some craft classes ( woodwork, quilting, etc.), the equipment required to carry them on and the space to store the supplies. Another much needed space would be an AARP office or adminietra- `' tion room with tables chairs and shelves. There ere could keep our record files, our administrative supplies, a typewritter and telephone and could have a work space where we could prepare our monthly news- letter. This room should be Planned as a place to meet individual members, representatives of other Senior programs and organizations and our national AARP officers. It should have some large comfortable chairs and possibly a cot for the suddenly ill. Don't forget each of these rooms will need one or more coat racks. With the above mentioned furnished and equipped space, I think we could double our membership, programs and services. We hope to share this center with other organizations and services for the elderly. Most sincerely 90 Core. B Pollock� President of AARP Chapter #1816 1,11CROFILMEO OY 1 JORM MICR¢LAB CCOAR PAPI06 . nF5 M019C5 RIIUOFILMED BY JORM 1.1ICROLA6 ROBERT D. RAY GOVERNOR VICTOR PREISSER Commissioner CEDAR RAPIDS AND uLS :'IU1hiLj, RECcIVcDuIf ; d 1878 Iowa Department of Social Services June 26, 1978 DIVISION OF COMMUNITY SERVICES City of Iowa City Department of Community Development 410 E. Washington Street Iowa City, Iowa 52240 Attention: Julie Vann Johnson County Office 911 North Governor Street Iowa City, Iowa 52240 We at the Iowa City office of the Iowa Department of Social Services are looking forward to the establishment of a new Senior Center to be located in the old Post Office building in downtown Iowa City. The proposed Senior Center, once completed, will provide a centralized location for the pro- vision of services to the older residents of Johnson County. We are currently working with the proposed Center's planning committees in order to coordinate our services most effectively with those at other community agencies serving the elderly. To best meet the needs of Johnson County's Senior Citizens, it is important that the old Post Office building be not only structurally renovated, but also that it be adequately furnished and equipped. Consequently, we are in complete support of the City of Iowa City in its efforts to obtain funding for funiture and equipment. Sincerely, Ron Larson Service Administrator ,�ti.c ly ,,•� � Sally St. John Adult Service Supervisor 11 IOWA COUNCIL ON SOCIAL SERVICES Lols Emanuel Gracle Larsen Dolph Pulliam Fernice Robbins Madalene Townsend (Marlon) (Ames) (Des Moines)91 (Waverly) (Davenport) 141CRUILMEB BY t JORM MICR+LAB CEDAR RAPIDS • DES 1401h11S t•11CRUFILMED BY JORM 141CROLAB CEDAR RAPIDS AND UES MUIFIL�, 'U411 RECEIVED JUL 3 1573 JOHNSON COUNTY BOARD OF SUPERVISORS COURT HOUSE IOWA CITY, IOWA 52240 PHONE: (319) 338.5442 June 29, 1978 Julie Vann Community Development Block Grant Coordinator Civic Center 410 East Washington Iowa City, Iowa 52240 BOARD OF SUPERVISORS LORADA E. CILEK HAROLD M. DONNELLY DON SEHR Dear Julie: The Johnson County Board of Supervisors support the City'of Iowa City in their effort to provide a Senior Center for the elderly. The Board of Supervisors intend to continue as the sub --contractor for the Title VII Nutrition program in the Iowa City -Johnson County area. The Board would be pleased to make the Senior Cen- ter/Housing complex its base of operation and to proceed in co- operation with the city in formulating space for a Central Kitchen facility, office space, dining facility and provisions for home delivered meals. The Board of Supervisors believes that the development of the Sen- ior Center/Housing complex in downtown Iowa City offers unique opportunities for cooperative planning in addressing the needs of the elderly, and we look forward to further coordination with the. City, the Heritage Agency on Aging, the Gerontology Center of the University of Iowa and the Ecumenical Housing Corporation. Sincerely, Harold M Donnelly 1 Chairman Don Sehr Lorada E. Cilek GT 1 14ICI10FIL14ED BY -' JORM MICR+LAB CEDAR RAMPS PFS MOIRES MILRUF1LMED BY JORM MICROLAB n College of Medicine The University of Iowa Iowa City, Iowa CEDAR RAVIUS AND oLS ilUltiu H. LEE JACOBS, Ph.D. Assoelate Professor Emeritus and Consultant on Aging Residence: June 27, 1978 45 Norwood Circle Iowa City, Iowa 52240 Phone (318) 335.5250 Ms. Debra J. Martzahn, City Planner Department of Community Development City of Iowa City Civic Center 410 E. Washington St. Iowa City, Iowa 52240 Dear Ms. Martzahn: Thank you for your letter of June 20 containing information concerning the fine progress being made on the Senior Center project. As you no doubt noted, from your records, our Kiwanis Club has been interested in this project for our older .citizens from its inception. Because of my professional background in the field of aging, I was appointed chairman of a special Kiwanis committee through which our club could express its strong support of this much needed program in the downtown area. We have also urged other community organizations to join us in showing support. It appears that they have re- sponded very well. I note the immediate need for additional funds for the pur- chase of furniture and equipment, and that this is being sought through additional State and Federal grants. Please be assured that the members of our club join many other community organizations in strongly supporting the effort of the Department of Community Development in this matter. We believe that the plans envisioned for the Senior Center are such that the Center may well become a model for many other communities across the country. Sincerely yours,. H. Lee 'acobs,bPh. D. Chairman, Kiwanis Committee on the Senior Center Project 93 141CRORILMCO 5Y • 1 JORM MICR+LAS Cf OAR RAPM0 OfS 1401RES 1411.X01 ILMED BY JORM MICRULAB CEDAR RAP1D5 AND uL', ;'lu;:,c, RECEIVED JUN 2 9 0 VISITING NURSE ASSOCIATION OF JOHNSON COUNTY INEEMEN A UNITED WAY AGENCY June 29, 1978 MEMO TO: City of Iowa City Civic Center 410 E. Washington Iowa City, Iowa 52240 FROM: (Mrs.) Kathleen Kelly, RN, MA Executive Director VNA of Johnson County RE: Senior Center Development jell, 1115 Gilbert Court Iowa City, Iowa 52240 Phone 319-33j-9686 For some time, the Visiting Nurse Association of Johnson County has supported the concept of coordinating the planning and delivery of services to senior citizens. In the past five years we have experienced a dramatic increase in the demand for health services for elderly and disabled persons and therefore have committed much of our efforts not only to delivering health services requested, but also providing input into community committees and organizations addressing elderly needs and service delivery. We believe a Senior Center is a sound approach to organizing the delivery of services to a significant proportion of these citizens. It can provide for a variety of needs of the ambulatory and semi- independent person and it can be the mechanism for communications among service and planning groups. There are several reasons why it is not realistic for such a center to become an "umbrella agency", administering or planning services to be provided by other agencies: - The need for service agencies to meet various governmental standards that involve unprofessional staffing, continuing education and quality assurance programs; - Many agencies serve elderly in other settings, especially the homebound; and - Many agencies serve all ages and residents of the entire county. 94 MICROFILMED BY ,y JORM MICR¢LAB CEDAR RAPIDS • PCS MOINES h11LkOF1LI4L0 BY JORM 141CROLAB - 2 - CEOAk RAPIDS AND ULS MUDL�, .Je-11 By providing satellite office space, the Center could allow agencies such as VNA to reach larger numbers of persons without a proportionate increase in staff, it would increase one-to-one communications and involvement of agency representatives with each other, and would provide development of preventative service programs that can now be done with limited numbers and limited resources. The inclusion of satellite office space for community agencies in a Senior Center may also lead to a gradual awakening of the consumer to the variety of community services and their potential value. If provided space for a satellite office, VNA would maintain office hours to see ambulatory patients, consult with other agency representa- tives and be available for calls if phone systems allowed this. In addition, we would develop health screening and seminar sessions for groups of senior citizens, based on their interest and willingness to participate. These would require use of multipurpose space. We appreciate the opprotunity to express our views on the need for a Senior Center and how our agency could better serve the community through use of such facilities. ICK : j a 95 I410ROFILMED BY �- JORM MICR+LAB MAR RAPIDS • DES MOINES f V � J j i j f .'r h11LkOF1LI4L0 BY JORM 141CROLAB - 2 - CEOAk RAPIDS AND ULS MUDL�, .Je-11 By providing satellite office space, the Center could allow agencies such as VNA to reach larger numbers of persons without a proportionate increase in staff, it would increase one-to-one communications and involvement of agency representatives with each other, and would provide development of preventative service programs that can now be done with limited numbers and limited resources. The inclusion of satellite office space for community agencies in a Senior Center may also lead to a gradual awakening of the consumer to the variety of community services and their potential value. If provided space for a satellite office, VNA would maintain office hours to see ambulatory patients, consult with other agency representa- tives and be available for calls if phone systems allowed this. In addition, we would develop health screening and seminar sessions for groups of senior citizens, based on their interest and willingness to participate. These would require use of multipurpose space. We appreciate the opprotunity to express our views on the need for a Senior Center and how our agency could better serve the community through use of such facilities. ICK : j a 95 I410ROFILMED BY �- JORM MICR+LAB MAR RAPIDS • DES MOINES i I.IILROHOiO BY JURM I•IICROLAB Phone 338.8018 Are. Code 339 CLUAR RAPIU�) ANU ULS %1: L„ :JVII� Johnson County Council on Aging JuZy 7, 1978 MAs. JuZ.Le Vann CDBG Coon.d.CnatoA City o6 Iowa City Civic CenteA 410 E. Wash.ingtonStteet Iowa City, Iowa 52240 DeaA dlns. Vann: 538 So.th Gilbert Street Iowa City. Iowa 53240 In Aeply to youA letteA 06 June 20th Aequest.ing a 0 tetteA o6 suppoAt 6Aom Johnson County Council on Aging, please be assured that Council on Aging .is .in.tenes.ted .in .the development o6 alt sen.ioA cen.tex activities. As you aAe no doubt awaA.e, one o6 .the p)LimaAy objectives o6 .the Council on Aging was to acquire a Hospitality Centex: "The Counc.iZ heels there .is a need 6oA a centAal meeting and Pest 6ac.iti.ty i 6oA olden peA4ons in the downtown aaea. This could leave as a "Rest stop", a waiting place between buses, appointments, etc." Last yeaA Council on Aging appointed -an ad hoc committee to study .the concept o6 a multi-pu&pose senioA cen.teA. The end Aesutt was .the survey which substantiated .the need o6 a senior eenteA in this community. I whoteheaA.tedly suppoAt .the statement made by National Council on Aging, Executive Dixee.toA, Jack O44o6aky that "SenioA Centeaz an.e not a se&viee but a 6ocaZ point 6oA vaAlous community 4ehv.iee4." I might atso add that otdeA adults should have 6Aeedom to choose and have an option on all matteAs pertaining to the.iA state o6 weZZ- being. I atAongly Aeeommend elderly .involvement and .input in the planning and development o6 "the.iA" senioA eenteA. M _FILM BY DORM MICR+LAi3 al)AP PAPIBS • T)FS MOINFS ,0 r.• i i MILROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES HUINL,, I 6.inmty beZ.teve .that aen.ioa een.te)t bhoutd not be a h.ighty sttuc.tuAed and eon.tn.oZZed env.ih.on- men.t, but one .in which aduttz can go .to engage .in mean.ins6ut aduZ.t ac.tiv.it.iet cat,%ied out .in d.ign.i6.ied and heepee.t6utty way. We woutd tike .to have .the oppon.tun.i.ty ,to tev.iew youa. paopoeat once it has been compte.ted. Beat o6 Zueh. DEB/ig SLneeheZy ouha, Alomo-/'- I id6 E. '8h.idgeman, Executive D.i&ec.toa 97 MICROFILMED BY JORM MICR+LAB CEDAR RAPIDS DCS MOINES 141CROFILMED BY JORM 141CROLAB June 28, 1978 CEDAR RAPIDS AND OLS AU Ula'.,, ,ail„ To whom it may concern: Several years ago, when the Iowa City central kitchen of Congregate Meals was set up, the architect was asked to design a kitchen to prepare 48-50 daily meals. the present time, around 220 meals per day are being prepared without any major additions in equipment. cooks have adjusted to the steadily increasing work load out of necessity. The kitchen planned for Congregate Meals at the new Senior Center should be thatlalannerger than we are now serving, re ate Meals great deal eTherlaborthe andmtimefor savi ggfeatures of could doublee.. equipment will need to be taken into account' The dining facilities that we are now using are we donot by the size of the rooms that are available; have the tables ofand chairs tthat we will need at the Senior Cent is eandques ted to cover Sufficient funds would needed to bentdining furniture. the cost of the prof Thank you for ycouur,.consideration, Elizabeth Walz, Supervisor, Congregate Meals 98 MICROFILMED BY JORM MICR+LAB CCDM RAPIDS • Drs 140DWS M r1 tjj iRUFILMED BY JDRM MICROLAB The University of Iowa Oakdale, Iowa 52319 Health Services Research Center Gerontology Center (319) 353-7233 CLDAR RAPIDS AND ULS MU:NLl , 10411 July 6, 1978 MEMORANDUM J TO: Julie Vann CDEG Program Coordinator FROM: Tom Walz, Director Iowa Gerontology Center n RE: Letter of Support, Title V Equipment Request, City of Iowa City t&7 We have received the City of Iowa City's request for funds to purchase equipment and furnishings for a new Senior Center for this area. The City's recently acquired building, our old post office, will make an excellent facility for such a program. As it now stands, however, this building is empty and no one of the participating programs in the Senior Center would be in a position to furnish and equip this building. The Iowa Gerontology Center will be collaborating with the Senior Center and the City in organizing and providing student, faculty, research, and teaching resources for the program. The Senior Center program will bene- fit from the investment of these academic resources, as will the University from the training and service opportunities that it provides. TI1/mrm J M 7 `�f 41CROFILMED BY i JORM MICR+LA13 CCDAR RAPInS • DES MOINES .. i i i �J i t&7 We have received the City of Iowa City's request for funds to purchase equipment and furnishings for a new Senior Center for this area. The City's recently acquired building, our old post office, will make an excellent facility for such a program. As it now stands, however, this building is empty and no one of the participating programs in the Senior Center would be in a position to furnish and equip this building. The Iowa Gerontology Center will be collaborating with the Senior Center and the City in organizing and providing student, faculty, research, and teaching resources for the program. The Senior Center program will bene- fit from the investment of these academic resources, as will the University from the training and service opportunities that it provides. TI1/mrm J M 7 `�f 41CROFILMED BY i JORM MICR+LA13 CCDAR RAPInS • DES MOINES .. I MiLROF1LMLD BY JORM 141CROLAB The University of Iowa Iowa City, Iowa 52242 Institute of Public Affairs (319)353.3270 CEDAR RAPIDS AND JEs July 10, 1978 1847 Julie Vann Community Development Block Grant Coordinator City of Iowa City Iowa City, Iowa 52240 Dear Julie: This letter is to acknowledge the full support of the Senior Center/ Elderly Housing Joint Project Task Force for the grant the city is requesting for furniture and equipment for the new Senior Center. The Task Force feels that the joint project approach we are taking in Iowa City is truly distinctive. It is an excellent example of how public and private groups, working with the elderly, can plan facilities and programs that will truly be helpful, used, and appreciated by older persons in our community for many years. If we are to have quality facilities that will serve as a guide to other communities who will be building senior centers in the future, it would be helpful to have federal support for the furniture and equipment. CLR:pz Sincerely, Clayton L. Ringghnberg For the Task Force 100 MICROFILMED 9Y JCRM MICR+LAB i MAR RAI'I05 • OLS MOMB M16ROrILMEU BY DORM MICR+LAEI j crDAR RAPIDS • DES MOVIES MICROFILMED BY JDRM MICROLAB CEDAR RAPIDS AND DES PWIIiL'�, iuw, 1978 APPLICATION FOR TITLE V FUNDS j Approved and Submitted by: i THE CITY OF IOWA CITY, IOWA CITY COUNCIL John Balmer Carol deProsse Clemens Erdahl Mary Neuhauser David Perret Glenn Roberts Robert Vevera, Mayor ,i CITY MANAGER Neal Berlin i a i Prepared by: Department of Planning & Program Development Dennis Kraft, Director Julie Vann, Program Coordinator Debra Martzahn, Planner/Program Analyst Bette Meisel, Planner/Program Analyst )39y I-11CROFILMED BY JORM MICR+LAB CUM RAPIDS • KS MOVES MIt;RUFILMED BY JORM MICROLAB CEDAR RAPlu5 ACID uLS NUIaL_,, 'JI -11 `,9rrL1L111iu)i r'__ swim) u11UCR Inr ULUER ✓'TRIi -nnJ mull FY YEAR SI ATE OF IOWA COMMISSION ON THE AGING L 11 S I TION F PPLI ANTYPE OF APPLICAN TS 1. Page -oi AAA l_ tack one Iowa City Multi-purpose Senior Center I Council of Government The City of Iowa City is renovating the old Post Community College Office building to be used to house a network of program and service opportunities for senior Comeunity Services Agency citizens. Agencies and organizations of Johnson County will implement the programs and services. x Other Public Agency 3. LEGAL APPLICANT/RECIPIENT a) Name City of Iowa City b) Unit local municipal government c) Address Civic Center, 410 E. Washington Street i d) City, State, Zip Iowa City, Iowa 52240 e) Contact Person Julie Vann, Program Coordinator f) Telephone 319/354-1.800, ext. 313 4. AREA AGENCY ON AGING I - a) Name Heritage Area Agency on Aging ,b) Director Russell Proffitt c) Address 6301 Kirkwood Boulevard, S.W. i d) City, State Zip Cedar Rapids, Iowa 52240 e) Telephone 319/398-5559 6. TYPE OF REVISION (if appropriate) N/A Fiscal Regulation _ Project Duration t Other (Specify) T Private, Non -Profit 5. TYPE OF APPLICATION a) New b) Continuation c) Revision d) Supplement (Enter Letter) Federal Fundln Title 1.11 $ Title IV -A $ a Title V $ 53,234 Title VII $ Title IX $ 7. PROPOSED FUNDING 8. IF REQUIRED BY OMB CIRCULAR A-95, LIST THE 9 APPROPRIATE -CLEARINGHOUSE INFORMATION State Local Other I, a) Clearinghouse OPP ECICOG b) Number c) Date Assigned d) Response: Page 1 (Attached) _ (None) x x * Id1CROFILRED BY JORM MICR+LA6 CrDAR RAPInS • PFS MOPffS Federal $ 53,234 State $ Applicant $ Local $ Other $ Total $ TO WHOM SHOULD CHECKS BE SENT Name City of Iowa City Address Dept.* of Finance 410 E. Washington St. lova City, Iowa 52240_ I MILROFILMED BY JORM 14ICROLAB LEDAk RAPIDS ANU ULS MU; iL. , .J,-11 RESOLUTION NO. 78-298 RESOLUTION AU 11ORIZING '11111 CIT)' MANAGER TO FILE AN APPLICATION FOR FUNDING AVAILABLE UNDER TITLE V OF TILE OLDER MIERICANS ACT OF 1965, IN THE MOUNT OF $53,234.00. WHEREAS, the City of Iowa City, Iowa is an eligible unit of general government authorized to file an application under the Older Americans Act of 1965, and WHEREAS, the City of Iowa City, Iowa, has prepared an application for federal assistance with Title V in the amount of $53,234.00; and WHEREAS, the City of Iowa City, Iowa plans to renovate the Old Post Office structure for use as a multipurpose senior citizens center that will serve as a focal point for the development and delivery of social services and nutritional services designed primarily for older persons; and WHEREAS, the City Council of Iowa City, Iowa believes that the public interest will be served by filing said application; NOW, THEREFORE, BE 1T RESOLVED B)' 111E CIT)' COUNCIL OF IOWA CITY, IOWA, that the City Manager of Iowa City be and lie is hereby directed to file with the Heritage Area Agency on Aging an application for federal assistance tinder 'title V of the Older Americans Act of 1965; and BE IT FURTHER RESOLVED that the City Manager is authorized and directed to provide the necessary understandings and assurances required by the Department of health, Education, and Welfare in connection with said application, specifically :assurances contained on the IIEW form "Assurances -Applicable to Title V Facilities." deProsse and seconded b It was moved by y Ferret that the Resolution as read be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Balmer X deProsse X Erdahl x Ncuhauser X Perret x Roberts x Vevera Passed and approved this 11th clay of July 1978 j Mayor City Clerk 2 K '14ILROMMID BY JORM MICR+LA6 MAR RAPIDS • 015 MOVIrS BECEITLD S 1PPROVDD BT TEE LEM DEPA.RT•4L7IC' .11LROFILMEO BY JORM MICROLAB • CEDAR RAPIDS AND JES MULIIL�, IUm. CITY. CF IOWA CITY CIVIC CENFER• 410 E. WASHINGTON ST - IOWA CITY IOWA 52240 (319) 354.180D July 10, 1978 Mr. A. Thomas Wallace Federal Funds Coordinator Office of Planning and Programming .� State Clearing House 523 East 12th Street Des Moines, Iowa 50319 " I RE: Application for Title V Funding Dear Mr. Wallace: Enclosed you will find one copy of the application being submitted by the City of Iowa City to Heritage Area Agency on Aging, Cedar Rapids, Iowa, for federal funding available under Title V of the Older American's Act of 1965. The application is in the amount of $53,234.00. It is being forwarded to you for review and sign -off to fulfill A-95 clearing house review requirements. It is my understanding that the Iowa Commis- sion on Aging will be contacting you for comments and recommendations -' about this application. If you need any additional information or clarification, please feel free to contact me. Sincerely. Julie Vann CDBG Coordinator 1 bdwl/6 Enclosure i 5 4 , Sr • 141CROFIL14ED BY i DORM MICR+LAB CEDAR RAPIDS • DES MOINES 1.1ICROFILMED BY JORM MICROLAB CEDAk RAPIDS AND DES HUIIIL), iu+, Total Cost: 53,234 17,745 1,233,421 1,304,400 16 + MICROFILMED BY JORM MICR+LAB CEDAR RAPIDS . DES MOINES ESTIMATED PROGP.At+ BUDGET July'1978 -- June 1980 Federal Title V Non -Federal Other Cost Categories Share Match Resources Total s Personnel: $,25,000 (FY 79)' $85,000 60,000 (FY 80) Travel: --- _-_ i Building Space: --- --- --- --- -Utilities: --' 20,000 20,000 Supplies: _-- 20,000 20,000 Equipment:, 48 443 --- 35,186 83,629 , Other: 4,791 17,745 73,235 (profes. services)1,095,771 1,000,000 (acquisition Total Cost: 53,234 17,745 1,233,421 1,304,400 16 + MICROFILMED BY JORM MICR+LAB CEDAR RAPIDS . DES MOINES I4ICRULILMEU BY JORM MICROLAB , , • CEUAR RAPIDS AND ULS MUI:iL3, .un„ ORDINANCE NO. AN ORDINANCE ESTABLISHING CERTAIN STANDARDS, REGULATIONS AND PROCEDURES IDR TILE GRANTING AND OPERATION OP A BROADBAND THLEMAIUNICATIONS FRANCIIISE WI'MIN TILE CITY OF IOWA CITY, IOWA; CREATING A BROADBAND TELL- RIUNICATIONS MMIISSION AND PROVIDING FOR THE FORCEIM OF SUCIL STANDARDS, RULES AND REGULATIONS AS STATED HEREIN. SECTION 1. PURPOSE. The purpose of this ordinance is to regulate broadband telecanmmications systans; within the City of Iowa City, Imva which operate pursuant to city franchise and establishing standards, regulations and procedures for the granting, maintenance and operation of a broadband telecomnunications franchise. SECTION II. ENAC1111W. The following provisions are hereby adopted for the operation, maintenance and operation of a broadband tele - w muni.cations system within the City of Iowa City, Iowa: 141CROFILMED BY JCRM MICR#LAB MAR RAPIM, •DCS vvIES 1396- 0 , !i 'i I i i i • CEUAR RAPIDS AND ULS MUI:iL3, .un„ ORDINANCE NO. AN ORDINANCE ESTABLISHING CERTAIN STANDARDS, REGULATIONS AND PROCEDURES IDR TILE GRANTING AND OPERATION OP A BROADBAND THLEMAIUNICATIONS FRANCIIISE WI'MIN TILE CITY OF IOWA CITY, IOWA; CREATING A BROADBAND TELL- RIUNICATIONS MMIISSION AND PROVIDING FOR THE FORCEIM OF SUCIL STANDARDS, RULES AND REGULATIONS AS STATED HEREIN. SECTION 1. PURPOSE. The purpose of this ordinance is to regulate broadband telecanmmications systans; within the City of Iowa City, Imva which operate pursuant to city franchise and establishing standards, regulations and procedures for the granting, maintenance and operation of a broadband telecomnunications franchise. SECTION II. ENAC1111W. The following provisions are hereby adopted for the operation, maintenance and operation of a broadband tele - w muni.cations system within the City of Iowa City, Iowa: 141CROFILMED BY JCRM MICR#LAB MAR RAPIM, •DCS vvIES 1396- 0 1•IiLROFIUMED BY JORM MICROLAB CEDAR RAPIDS AND ULS llO:liL 'Jill' BROADBAND TELECOMMUNICATIONS FRANCHISE ENABLING ORDINANCE SECTION PAGE 14-60 Short Title 1 i • I i I I Definitions i i i I t 14-62 Iowa City Broadband Telecommunications �i 1•IiLROFIUMED BY JORM MICROLAB CEDAR RAPIDS AND ULS llO:liL 'Jill' BROADBAND TELECOMMUNICATIONS FRANCHISE ENABLING ORDINANCE SECTION PAGE 14-60 Short Title 1 14-61 Definitions 1 14-62 Iowa City Broadband Telecommunications Commission 8 14-63 Broadband Telecommunications Specialist 11 14-64 Regulatory Jurisdiction and Procedures 13 14-65 Significance of Franchise 18 14-66 The Broadband Telecommunications Franchise 21 14-67 Operation of the Franchise 23 14-68 Rights Reserved to the City 27 14-69 Application for Franchise 30 14-70 Acceptance and Effective Date of Franchise 37 14-71 Termination of Franchise 40 14-72 Reports and Records of the Grantee 45 14-73 Franchise Payment 50 14-74 Liability and Indemnification 52 14-75 Bonds 55 14-76 Fees, Rates and Charges 59 14-77 Education and Government Connection to Broadband Telecommunications Network 66 14-78 Extension of Network 67 14-79 Construction Timetable 69 14-80 Network Description 72 14-81 Network Technical Requirements 74 14-82 Performance Measurements 78 14-83 Channels To Be Provided 82 14-84 Construction Standards 86 14-85 Conditions of Street Occupancy 87 14-86 Interconnection 92 14-87 Unauthorized Connections or Modifications 93 14-88 Preferential or Discriminatory Practices Prohibited 94 14-89 Subscriber Privacy 96 14-90 Transfer 98 14-91 Publication Costs 99 14-92 Ordinances Repealed 100 14-93 Separability 101 III Effective Date 102 K� II]CROFILRED BY DORM MICR+LA9 CFDAR RAPIDS • nrs movers t4il:ROFILMLU BY JORM 141CROLAB CEDAR RAPIDS AND UES 1U1;iLj, :� + SECTION 14-60. SHORT TITLE This ordinance shall he known and may he cited as the "Broadband Telecommun- ications Franchise Enabling Ordinance." SECTION 14-61. DEFINITIONS For the purpose of this ordinance the following terms, phrases and words and their derivations shall have the meaning specified herein. When not inconsistent with the context, words used in the present tense include the future and words in the singular number include words in the plural number. Additional Service shall mean a subscriber service provided by the Grantee for which a special charge is made based on program or service content, time or spectrum space usage. A.C. - abbreviation for alternating current. Annual Gross Revenues shall mean all revenues received by the Grantee, its affiliates or subsidiaries from and in connection with the operation of the Broadband Telecommunications Network in the City of Iowa City, Iowa and shall include revenues from all sources including without limitation revenues from advertising, channel leasing, data transmission and per program charges and any other charges not specifically prohibited by the FCC or a court of competent jurisdiction, in addition to the subscriber's monthly payments. AGC Automatic Gain Control) - an electronic circuit which automatically increases or decreases, within its design range, the gain of an amplifier in order to maintain a stable or fixed output level. Somtimes called ALL or AVC. MICROFILMED BY i JORM MICR+LAI3 CEDAR RAPIDS • DES MOINES I.1ICRUF lLi4LU BY JORM 141CRDLAIi CEDAR RAPIDS AND UCS MU1NLj, 1U.— ASC (Automatic Slope or Tilt Control) — an electronic circuit or thermal device that compensates for changes in cable or amplifier characteristics caused by temperature variations. Basic Service shall mean all subscriber services provided by the Grantee, including the delivery of broadcast signals and programming originated over the cable system, covered by the regular monthly charge paid by all subscribers. Broadband TelecommunLcattons Network (BTN) shall mean any network of cables, optical, electrical, or electronic equipment, including cable televisions systems, used for the purpose of transmission of electrical impulses of television, radio and other intelligences, either analog or digital for sale or use by the inhabitants of the City. BTN Channel Capacity — the highest total number of cable television channels on which television signals from separate sources may he delivered downstream simultaneously to every subscriber in the network. The network may have additional channel capacity for specialized or discrete purposes, but the technical performance specified shall not be materially degraded thereby. Cable Television Channel — a frequency band fi MHz in width within which a standard television broadcast signal is delivered by cable to a subscriber terminal (except that Class III 6 IV cable television channels as defined by the FCC may be either wider or narrower than this standard). Channel Frequency Response — within a cable television channel., the relationship as measured at a subscriber terminal between amplitude and frequency of a constant—amplitude input signal at all specified frequencies within anch channel. 2 MICROFILMED BY JORM MICR#LAB CFDAR RAPIDS • DFS MOINES i �( i i I ;i I.1ICRUF lLi4LU BY JORM 141CRDLAIi CEDAR RAPIDS AND UCS MU1NLj, 1U.— ASC (Automatic Slope or Tilt Control) — an electronic circuit or thermal device that compensates for changes in cable or amplifier characteristics caused by temperature variations. Basic Service shall mean all subscriber services provided by the Grantee, including the delivery of broadcast signals and programming originated over the cable system, covered by the regular monthly charge paid by all subscribers. Broadband TelecommunLcattons Network (BTN) shall mean any network of cables, optical, electrical, or electronic equipment, including cable televisions systems, used for the purpose of transmission of electrical impulses of television, radio and other intelligences, either analog or digital for sale or use by the inhabitants of the City. BTN Channel Capacity — the highest total number of cable television channels on which television signals from separate sources may he delivered downstream simultaneously to every subscriber in the network. The network may have additional channel capacity for specialized or discrete purposes, but the technical performance specified shall not be materially degraded thereby. Cable Television Channel — a frequency band fi MHz in width within which a standard television broadcast signal is delivered by cable to a subscriber terminal (except that Class III 6 IV cable television channels as defined by the FCC may be either wider or narrower than this standard). Channel Frequency Response — within a cable television channel., the relationship as measured at a subscriber terminal between amplitude and frequency of a constant—amplitude input signal at all specified frequencies within anch channel. 2 MICROFILMED BY JORM MICR#LAB CFDAR RAPIDS • DFS MOINES i �( r.. P11l.ROFILMED BY JORM MICROLAB CEDAR RAMUS ANU UES :-IUI iLJ, .ur., City shall mean the City of Iowa City, Iowa its officers and employees unless otherwise specifically designated, the area within the territorial city limits of the City and such territory presently outside the City limits over which the City may assume Jurisdiction or control by virtue of. annexation. Class I Cable Television Channel - a signaling, path provided by a cable television system to relay to subscriber terminals television broadcast programs that are received off -the -air or are obtained by microwave or by direct connection to a television broadcast station. Class II Cable Television Channel - a signaling path provided by a cable television system to deliver to subscriber terminals television signals that are intended for reception by a television broadcast receiver without the use of an auxiliary decoding device and which signals are not involved in a broadcast transmission path. Class III Cable Television Channel - a signaling path provided by a cable television system to deliver to subscriber terminals signals that are intended for reception by equipment other than a television broadcast receiver or by a television broadcast receiver only when used with auxiliary decoding equipment. Class IV Cable Television Channel - a signaling path provided by a cable television system to transmit signals of any type from a subscriber terminal to another point in the cable television system. Commence Operation. Operation will he considered to have commenced when sufficient distribution facilities have been installed so as to permit the offering of "full network services" to at least twenty—five percent (25%) of the dwelling units located within the designated "service area." 3 Tr `%IIICROFILMED BY .) JORM MICR+LAB CEDAR RAPIDS • M FOWS t41CROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MWNL'j, Un„ Commission refers to the Broadband Telecommunications Commission. Council shall mean the City Council of the City of Iowa City and any legally appointed or elected successor or agency. Data Grade shall mean coded transmissions primarily digital in nature. db - the level in the network expressed in db's above or below a power corresponding to a root mean square voltage of one millivolt across seventy-five (75) ohms. Downstream - the direction of transmission over the BTN from the "head end" or "hub" to a subscriber's terminal. FCC shall mean the Federal Communications Commission and any legally appointed or elected successor. Franchise Payment shall include all charges imposed for a franchise whether the object be regulation, revenue or one-time reimbursement of costs incurred by the City in the award of this franchise. Full Network Service shall mean all "basic services" and "additional services" offered by the Grantee. Grantee means all persons including, but not limited to, subsidiaries, parents, or affiliate companies, associations or organizations having any rights, powers, privileges, duties, liabilities or obligations, under this ordinance, and under the franchise ordinance, collectively called the "Franchise", and nlso includes all persons linving or claiming any title to or interest in the system, whether by reason of the franchise itself directly or by interest in a subsidiary, parent, or affiliate company, association or organization by any subcontract, transfer, assign- ment, management agreement, or operating agreement or an approved assign- ment or transfer resulting from a foreclosure of a mortgage security agreement, or whether otherwise arising or created. M Tr 141CROFILME0 BY JORM MICR¢LA9 UDAR RAPIM • NS MOVIES I i t41CROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MWNL'j, Un„ Commission refers to the Broadband Telecommunications Commission. Council shall mean the City Council of the City of Iowa City and any legally appointed or elected successor or agency. Data Grade shall mean coded transmissions primarily digital in nature. db - the level in the network expressed in db's above or below a power corresponding to a root mean square voltage of one millivolt across seventy-five (75) ohms. Downstream - the direction of transmission over the BTN from the "head end" or "hub" to a subscriber's terminal. FCC shall mean the Federal Communications Commission and any legally appointed or elected successor. Franchise Payment shall include all charges imposed for a franchise whether the object be regulation, revenue or one-time reimbursement of costs incurred by the City in the award of this franchise. Full Network Service shall mean all "basic services" and "additional services" offered by the Grantee. Grantee means all persons including, but not limited to, subsidiaries, parents, or affiliate companies, associations or organizations having any rights, powers, privileges, duties, liabilities or obligations, under this ordinance, and under the franchise ordinance, collectively called the "Franchise", and nlso includes all persons linving or claiming any title to or interest in the system, whether by reason of the franchise itself directly or by interest in a subsidiary, parent, or affiliate company, association or organization by any subcontract, transfer, assign- ment, management agreement, or operating agreement or an approved assign- ment or transfer resulting from a foreclosure of a mortgage security agreement, or whether otherwise arising or created. M Tr 141CROFILME0 BY JORM MICR¢LA9 UDAR RAPIM • NS MOVIES hllCROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MuiNLj, un„ Head End shall mean the land, electronic processing equipment, antennas, tower, building and other appurtenances normally associated with and located at the starting point of a Broadband Telecommunications Network, excluding the studio. Hub Configuration - a BTN design technology wherein all transmission paths either originate or terminate at a central location within the community. Installation shall mean the extension and/or construction of the system from the main trunk and/or feeder cable to subscribers' terminals except where such a procedure is required by this ordinance without charge when it will mean the extension and/or construction of the system to one point in a designated building. Local Distribution Center shall mean a facility within the community remote from but connected to the "hub" which distributes signals from the "hub" to a specified area in the Broadband Telecommunications Network. Local Distribution System - that portion of the network that originates from a "local distribution center" as opposed to the "hub." Ply is permissive. Network Noise - that combination of undesired and fluctuating disturbances within a cable television channel, exclusive of undesired signals of discrete frequency which degrade the reproduction of the desired signal and which are due to modulation processes, thermal effects and other noise -producing effects, not including hum. Network noise is specified in terms of its rms voltage or its mean power level as measured in a 4 MHz band above the lower channel boundary of a Broadband Telecom- munications Network. E 141CROrILMED DY JORM MICR+LA6 CEDAR RAPIDS • US MOINES I ,n i I I I hllCROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MuiNLj, un„ Head End shall mean the land, electronic processing equipment, antennas, tower, building and other appurtenances normally associated with and located at the starting point of a Broadband Telecommunications Network, excluding the studio. Hub Configuration - a BTN design technology wherein all transmission paths either originate or terminate at a central location within the community. Installation shall mean the extension and/or construction of the system from the main trunk and/or feeder cable to subscribers' terminals except where such a procedure is required by this ordinance without charge when it will mean the extension and/or construction of the system to one point in a designated building. Local Distribution Center shall mean a facility within the community remote from but connected to the "hub" which distributes signals from the "hub" to a specified area in the Broadband Telecommunications Network. Local Distribution System - that portion of the network that originates from a "local distribution center" as opposed to the "hub." Ply is permissive. Network Noise - that combination of undesired and fluctuating disturbances within a cable television channel, exclusive of undesired signals of discrete frequency which degrade the reproduction of the desired signal and which are due to modulation processes, thermal effects and other noise -producing effects, not including hum. Network noise is specified in terms of its rms voltage or its mean power level as measured in a 4 MHz band above the lower channel boundary of a Broadband Telecom- munications Network. E 141CROrILMED DY JORM MICR+LA6 CEDAR RAPIDS • US MOINES r41LRUF1U4EU BY JURM MICRULAB CEUAk RAPIDS AW UES f•IUiiit ,w... Physical Mile of Plant shall mean messenger strand as measured from pole to pole without taking into consideration sag or downguys,and for I buried plant, actual trench feet. I Reasonable Notice shall mean the provision of notice of contemplated I action delivered at least forty-eight (48) hours prior to such action. i j R.M.S. Root -Mean -Square - the effective value of an alternating I current waveform which would be numerically equal in energy to a constant direct current, ISale shall include any sale, exchange, barter or offer for sale. Service Area - that geographical area within the Incorporated limits of the City. Shall and Must - each is mandatory. I State shall mean the State of Iowa. I Street shall include all streets, roadways, highways, avenues, I lanes, alleys, courts, places, squares, curbs, sidewalks, easements, Irights-of-way or other public ways in the City which have been or may ihereafter be dedicated and open to public use, or such other public property so designated by law. 'j Studio shall mean the land, electronic processing equipment, towers, J building, cameras, lights and other appurtenances normally associated with and located at the Grantee's local origination and/or public access plants of a Broadband Telecommunications Network, excluding the head end. Subscriber shall mean any person, firm, company, corporation or association receiving either "basic service" or "additional service" i from the Grantee under the schedule charges filed with and approved by the City. i i I 6 r... . IdICROF ILtdCD 6Y JORM MICR+LAB CEDAR RAPID` • DES MOINES h1ICRUFILi1EU BY JORM MICROLAB CEDAR RAPIDS AND UES HUiliLj, iUhll Subscriber Terminal - the Broadband rolecommunIcations Network's 75 ohm cable terminal to which the subsclber's equipment is connected. Separate terminals may be provided for delivery of cable television signals, FM broadcast, or other signals of differing classifications. Substantially Completed - operation will be considered substantially completed when sufficient distribution facilities have been installed so as to permit the offering of "full network services" to at least ninety percent (90%) of the dwelling units in the service area to which access is legally and reasonably available. Terminal Isolation - at any subscriber terminal, the attenuation between that terminal and any other subscriber terminal in that network. Upstream - the direction of transmission over the BIN from a subscriber terminal to the network's "head end" or "hub". Video Grade shall mean transmission primarily analog in nature including the picture phase of a television broadcast. Visual Signal Level - the rms voltage produced by the visual signal during the transmission of synchronizing pulses. Y] MICROFILMED BY Y DORM MICR+LAB CFDAR RA"IDS • DES MOINES I i h1ICRUFILi1EU BY JORM MICROLAB CEDAR RAPIDS AND UES HUiliLj, iUhll Subscriber Terminal - the Broadband rolecommunIcations Network's 75 ohm cable terminal to which the subsclber's equipment is connected. Separate terminals may be provided for delivery of cable television signals, FM broadcast, or other signals of differing classifications. Substantially Completed - operation will be considered substantially completed when sufficient distribution facilities have been installed so as to permit the offering of "full network services" to at least ninety percent (90%) of the dwelling units in the service area to which access is legally and reasonably available. Terminal Isolation - at any subscriber terminal, the attenuation between that terminal and any other subscriber terminal in that network. Upstream - the direction of transmission over the BIN from a subscriber terminal to the network's "head end" or "hub". Video Grade shall mean transmission primarily analog in nature including the picture phase of a television broadcast. Visual Signal Level - the rms voltage produced by the visual signal during the transmission of synchronizing pulses. Y] MICROFILMED BY Y DORM MICR+LAB CFDAR RA"IDS • DES MOINES PtICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND DES MULIiL,, .''++•• SECTION 14-62. IOWA CITY BROADBAND TELECOMMUNICATIONS COMMISSION I. Commission Established. Within 30 days of the granting of thu first franchise, there shall be appointed a commission to be known as the Iowa City Broadband Telecommunications Commission. 2. The Commission shall consist of five citizens of the City appointed by the City Council for a term of three years except that the First appointees shall he appointed (1) for a term of one year; (2) for a term of two years; and (2) for a term of three years; and thereafter each for a term of three years. Following system completion it is recommended that a majority of the members be subscribers to the system at the time of their appointment. 3. Powers and Duties of the Commission. The duties of the Broadband Telecommunications Commission, in ad- dition to those set forth in Section 14-64 shall be as follows: (a) Resolving disputes or disagreement between subscribers, potential subscribers and Grantee should such parties be unable first to resolve their dispute. The Commission shall conduct a public hearing upon any petition by any person seeking resolution of a dispute concerning the operation of any franchise granted hereunder. The hearing shall he conducted pursuant to the Iowa City Administrative Code and following such hearing the Commission shall issue its finding or determination. Said finding or decision shall he final and any person aggrieved may seek relief therefrom in the District Court of Iowa as provided by state law. 0 T � MICROFILMED BY 1 JORM MICR+LAB CrPAR RAPIDS I1F5 Molars .j'LRUFILKD BY JURM 141CROLAB CEDAR RAPIDS AND UES NUiIiL�, ,JA11 (b) Rev.Lewing and +wdLting reports submitted to the CLty as required and said such other correspondence as submitted to the CLty concerning the operation of the Broadband TeIecommuitLen tions Network so as to insure that the necessary reports are completed and fulfilled pursuant to the terms of the ordinance. (c) Work with the public and the media to assure that all records, rules and charges pertinent to the Broadband Telecommunications Network in the City of Iowa City, Iowa, are made available for inspection at reasonable hours upon reasonable notice. (d) Confer with the Grantee and advise on the interconnection of the City's cable system with other cable and communications systems. (e) Subsequent to the initial franchise, solicit, review and provide recommendations to the City Council for selectLon of applicants for franchtse under provisions of Sections 14-69 and 14-70. (f) Initiate inquiries, receive requests for review of rates charged by the Grantee, and provide recommendation on such actions to the City Council. (g) Conduct evaluations of the system at least every three (3) years, with the grantee, and pursuant thereto, make recom— mendations to the Council concerning system improvements and amendments to this ordinance or any franchise agreement. (h) Establish and administer sanctions as authorized by the City Council to insure compliance with this ordinance. (i) To make recommendations to the Grantee of the Broadband Tele— communications Network and to the educattonal and governmental users of the educational and governmental access channels. 9 MICROFILMED DY JORM MICR+LAB CEDAR RAPIPS • UIS MOINES IAICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MUiNL„ U+ + (j) To insure that the Grantee makes the public access channel available to all residents of the City on a nondiscriminatory basis. (k) To assure that the operation of the public access channel be free of program censorship and control. (1) To perform such other duties and functions relative to public access channels as may he appropriate in order to maximize its use among the widest range of individuals, institutions and other organizations within the City. This shall include recommendations to the City Council for utilization of the •, annual franchise payment. Commission shall adopt such rules and regulations as are necessary to carry out its functions and to insure that due notice is given to all t : parties concerning any hearing an any complaints to said Commission and i the hearings are held promptly in accordance with reasonable notice to i all parties. The Commission shall also have such powers to include the election of its own officers. ij f Y� ,fir 141CROFILMED BY 'i ' JORM MICR+LAB CFDAR Wins • OEs MDllics 1,11LROFILMED BY JORM MICP.OLAB CEDAR RAPIDS AILD DLS h1UINLL), luv, SECTION 14-63. BROADBAND TELECOMMUNICATIONS SPECIALIST The City Manager is hereby authorized to appoint a broadband telecom- munications specialist for the purpose of exercising the city's con- tinuing regulatory jurisdiction over the franchise. Such responsibility shall include but not be limited to the following matters: (a) Receive and investigate such complaints, disputes or disagree- ments as may be directed or referred to the City of Iowa City, Iowa between subscribers or potential subscribers and Grantees of a Broadband Telecommunications Network and other distribution systems interconnected with the Broadband Telecommunications Network, not first able to resolve their differences. (b) Report his or her recommendations upon complaints, disputes or disagreements after investigation, to the Broadband Telecom- munications Commission for the issuance of finding. (c) Review and audit reports, records, communications and Grantee regulations submitted to the City of Iowa City, Iowa and conducting such inspections of the system ns may be necessary in support of such review as provided for in the City of Iowa City Broadband Telecommunications Franchise Enabling Ordinance. (d) Work with the public and the media to assure that all tariffs, rates, charges and rules pertinent to the operation of. the Broadband Telecommunications Network in the City of Iowa City, Iowa are made available for inspection by the public at reasonable hours and upon reasonable request. 11 BICROFILMED BY JORM MICFV+LAB CEDAR RAPIDS • DCS MOINES t'1ILROFILMEO BY JORM MICROLAB I LEDAk RAPIDS AND ULJ MUI:iL_, 1Je,,. I. SECTION 14-64. REGIII.ATORY AIM ItiD!(PI'I.ON AND PROCEDURU (1) Continuing Regulatory Jurisdiction. The City shall have con- tinuing regulatory ,jurisdiction and supervision over the operation of any franchise granted hereunder and may from time to time adopt such reasonable rules and regulations as they may deem necessary for the conduct of the business contemplated thereunder. (2) Regulatory Procedures. (a) The Broadband Telecommunications Commission shall consider any inquiry or proceeding requiring City Council action to be taken in regard to the Broadband Telecommunications Network or franchise, whether upon application or request by the Grantee or any other party or on its own motion and shall submit such consideration, together with the Commission's recommendation, to the City Council within sixty (60) days of the receipt of such request unless such time shall he extended by agreement between the Commission and the requesting party. Any actlon by the City Council on any Commission recommendation shall be taken only after thirty (30) days notice of said proposed action, inquiry, or proceeding is published in the official newspaper having general circulation and a copy of said notice is served upon the Grantee. The Grantee shall have an opportunity to respond at the hearing and/or in writing. Members of the public shall have an opportunity to respond or comment in writing on the proposed action and appear at said proceeding or hearing, however, such hearing or proceeding shall be set no later than ninety (90) days after notice to the Grantee and the City Council shall act upon this proceeding within one hundred eighty (180) days of the notice of hearing unless such time is extended by agreement between the City and the Grantee. The decision of the City Council shall become a final determination. 13 DI,CRor ILMEO BY JORM MIC R+LAB 1 CEDAR PMIDS •DES MOINES i I / i i i I t'1ILROFILMEO BY JORM MICROLAB I LEDAk RAPIDS AND ULJ MUI:iL_, 1Je,,. I. SECTION 14-64. REGIII.ATORY AIM ItiD!(PI'I.ON AND PROCEDURU (1) Continuing Regulatory Jurisdiction. The City shall have con- tinuing regulatory ,jurisdiction and supervision over the operation of any franchise granted hereunder and may from time to time adopt such reasonable rules and regulations as they may deem necessary for the conduct of the business contemplated thereunder. (2) Regulatory Procedures. (a) The Broadband Telecommunications Commission shall consider any inquiry or proceeding requiring City Council action to be taken in regard to the Broadband Telecommunications Network or franchise, whether upon application or request by the Grantee or any other party or on its own motion and shall submit such consideration, together with the Commission's recommendation, to the City Council within sixty (60) days of the receipt of such request unless such time shall he extended by agreement between the Commission and the requesting party. Any actlon by the City Council on any Commission recommendation shall be taken only after thirty (30) days notice of said proposed action, inquiry, or proceeding is published in the official newspaper having general circulation and a copy of said notice is served upon the Grantee. The Grantee shall have an opportunity to respond at the hearing and/or in writing. Members of the public shall have an opportunity to respond or comment in writing on the proposed action and appear at said proceeding or hearing, however, such hearing or proceeding shall be set no later than ninety (90) days after notice to the Grantee and the City Council shall act upon this proceeding within one hundred eighty (180) days of the notice of hearing unless such time is extended by agreement between the City and the Grantee. The decision of the City Council shall become a final determination. 13 DI,CRor ILMEO BY JORM MIC R+LAB 1 CEDAR PMIDS •DES MOINES t4It,RUFILM D BY JORM MICROLAB • CEDAR RAPIDS AhU uL5 MUINLj, .u.: I-- (b) (b) The public notice required by this section shall state clearly the action or proposed action to be taken, the time provided for response, including response by the public, the person or persons in authority to whom such responses shall be addressed and such other procedures as may be specified by the City Council. If a hearing is to be held, the public notice shall give the date, location and time of such hearing. The Grantee is a necessary party to any hearing conducted in regard to its operation. (3) Failure to Enforce Provisions. The Grantee shall not be excused from complying with any of the terms and conditions of the franchise by any failure to the City upon one or more occasions to insist upon or to seek compliance with any such terms or conditions. (4) Contravention of Provisions. The cost of any successful litigation incurred by the City to enforce provisions of this ordinance or of the franchise ordinance, or in relation to a franchise shall be reimbursed to the City by the Grantee. Such costs shall include filing fees, costs of depositions, discovery, and expert witnesses, all other expenses of suit, and a reasonable attorney's fee. (5) Trlannunl Franchise Review. (a) On or about the third, sixth, ninth and twelfth anniversaries of the effective date of the franchise, the City will schedule a public meeting or meetings with the Grantee to 14 141CROFILIIED BY i 1 JORM MICR+LAB CEDAR RAIDS DES MOME5 d G w1CR0IILMLU BY JORM MICROLAB CEDAR RAPIDS AND u'LS ;•IUitlL:,, :ur.., review the franchise performance, plans and prospects. The City may require the Grantee to make available specified records, documents and Lnformntton for this purpose, and may inquire in pnrticnIar whether the Grantee is supplying a level and variety of services equivalent to those being generally offered at that time in the industry in comparable market situations. (b) The City shall first confer with the Grantee regarding modifications in the franchise which might impose additional obligations on the Grantee, and the Grantee may in turn seek to negotiate relaxations in any requirements previously imposed on it which are subsequently shown to be impractical. (c) Within thirty (70) days of the conclusions of such negotiations, the City may direct the Grantee to show cause why specified terms and conditions should not he incorporated into the franchise and the Grantee may similarly file with the City a written request that specified obligations of its franchise be removed or relaxed. Implementation of such requests shall correspond as nearly as possible with the procedures set forth herein. The Commission will recommend to Council changes in the franchised rights and obligations of the Grantee only if it finds from all available evidence that such changes will not impair the economic viability of the system or degrade the attractiveness of the system's service to present and potential subscribers. 15 4 `'; Id ICROFILMED BY '! 1 JORM MICR+LAO CEDAR RAPIDS • DFS 110114B i I G w1CR0IILMLU BY JORM MICROLAB CEDAR RAPIDS AND u'LS ;•IUitlL:,, :ur.., review the franchise performance, plans and prospects. The City may require the Grantee to make available specified records, documents and Lnformntton for this purpose, and may inquire in pnrticnIar whether the Grantee is supplying a level and variety of services equivalent to those being generally offered at that time in the industry in comparable market situations. (b) The City shall first confer with the Grantee regarding modifications in the franchise which might impose additional obligations on the Grantee, and the Grantee may in turn seek to negotiate relaxations in any requirements previously imposed on it which are subsequently shown to be impractical. (c) Within thirty (70) days of the conclusions of such negotiations, the City may direct the Grantee to show cause why specified terms and conditions should not he incorporated into the franchise and the Grantee may similarly file with the City a written request that specified obligations of its franchise be removed or relaxed. Implementation of such requests shall correspond as nearly as possible with the procedures set forth herein. The Commission will recommend to Council changes in the franchised rights and obligations of the Grantee only if it finds from all available evidence that such changes will not impair the economic viability of the system or degrade the attractiveness of the system's service to present and potential subscribers. 15 4 `'; Id ICROFILMED BY '! 1 JORM MICR+LAO CEDAR RAPIDS • DFS 110114B M1,LROF1LMLU BY JURM MICRULAB CLUAR RAPIUS AND UES IUliiu, .0+„ (6) Review of Franchise Prior to Expiration. (a) Public fleeting to be Scheduled. At least six (6) months to the expiration of the franchise, the City shall schedule a public meeting or meetings with the Grantee to review the performance of Grantee, including the results of the previous franchise reviews. The City may require the Grantee to make available specified records, documents and information for this purpose, and may inquire in particular whether the Grantee is supplying a level and variety of services equivalent to those being generally offered at that time in the industry in comparable market situations. (b) Determination on Reissue. The City shall, within thirty (30) days of the conclusion of such meetings, provide n determination as to whether a Broadband Telecommunications Network franchise or franchises will be reissued. In making said decidion the City shall consider the technical, financial and programming performance of the franchise holder and specifically with relation to any and all applications, promises or agreements made or entered into by the franchise holder and its performance of said applications, promises or agreements. In the event the City determines not to reissue the franchise or franchises for reasons other than a material breach of the Franchise or for causes unrelated to the performance thereunder, it shall be so stated for purposes of Section 14-71(3). The City shall establish public proceedings leading to a final decision and such public proceedings shall include but not 16 ;41CRor ILMED By JORM MICR+LA6 MAR RAPIDS RFS momrs I;IICROFILMED BY JORM MICROLAB CLDAR RAPIDS AND uLS MuiNL�, .u�. SECTION 14-65. SIGNIFICANCE OF FRANCHISE (1) Franchise Nonexclusive. Any franchise granted hereunder by the City of Iowa City, Iowa shall not be exclusive and the City reserves the right to grant a similar franchise to any person, firm, company, corporation, or association at any time. (2) Franchise Amendable. The scope of any franchise granted hereunder shall he deemed amendable from time to time to allow the Grantee to innovate and implement new services and developments; provided, however, that no such services or developments be implemented without the express prior approval of the City Council. (3) Privileges Must be Specified. No privilege or exemption shall be inferred from the granting of any franchise unless it is specifically prescribed. Nothing in this ordinance shall be deemed to require the granting of a franchise when in the opinion of. the Council it would not be in the public interest to do so. (4) Authority Granted. Any franchise granted hereunder shall give to the Grantee the right and privilege to construct, erect, operate, modify and maintain, in, upon, along, above, over and under streets, as defined in Section 14-61 herein, which have been or may hereafter be dedicated and open to public use in the City, towers, antennas, poles, cables, electronic equipment, and other network appurtenances necessary for the operation of a Broadband Telecommunications Network in the City; subject to the requirements of Section 14-85 of this ordinance. 18 MICROFILMED BY " I JORM MICR�LAB ,I CEDAR RAPIDS • DFS MOIDFS r•11CROFIU4ED BY JORM MICROLAB CEDAR RAPIDS AND uLS ;•I01:1LJ, .u+111 (5) Previous Rights Abandoned. A franchtse granted hereunder shall he in lieu of any and all other rights, privileges, powers, immunLtLes, and authorities owned, possessed, controlled, or exercisable by a Grantee or any successor pertaining to the construction, operation, or maintenance of a cable communications system in the City. The acceptance of a franchise shall operate, as between Grantee and the City, as an abandonment of any and all of such rights, privileges, powers, immunities, and authorities within the City. All construction, operation and maintenance by the Grantee of any cable system in the City shall be under the franchise and not under any other right, privilege, power, immunity, or authority. (6) Subject to Other Regulatory Agencies Rules and Regulations. The Grantee shall at all times during the life of any franchise granted hereunder be subject to all lawful exercise of the police power by the City and other duly authorized regulatory State and Federal bodies and shall comply with any and all ordinances which the City has adopted or shall adopt applying to the public generally and to other Grantees. (7) Pole Use Agreements Required. Any franchise granted hereunder shall not relieve the Grantee of any obligntion involved In obtaining pole— or conduit—use agreements from the gas, electric and the telephone companies, or others maintaining poles or conduits in the streets of the City, whenever the Grantee finds it necessary to make use of said poles or conduits. 19 .T�-_l � I41CROF'IL14EO By I JORM MICR+LAB CEDAR RAPM • DES 1401PIrS \. CEDAR RAPIDS AND UCS 1'101liu, ,JV11 rything contained hereto to the contrary sl of any franchise hereunder shall not right of property in or on City—owned dng contained herein to the contrary ,istons of this ordinance and any franchise inding upon the Grantee, its successors, 20 141CROi1LMED BY i JORM MICR+LA9 CEDAR RAPIDS DES MOINES MILROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MUiNL,, J411 SECTION 14-66. THE BROADBAND TI:LRCOMMUNICATIONS FRANCHISE i (1) _Franchise Required. No person, firm, company, corporation or i association shall construct, install, maintain or operate within any public street in the City, or within any other public property of the City, any equipment or facilities for the distribution of television signals or radio signals or other intelligences either analog or digital over a Broadband Telecommunicattons Network to any subscriber unless a franchise authorizing the use of the streets or properties or areas has first been obtained pursuant to the provisions of this ordinance, and unless such franchise is in full force and effect. (2) Review of Qualifications. Specific permission to operate n Broadband Telecommunicat tons Network under the provisions of: this nrdLnance may be granted by the City Council of the City to any Grantee after a review of the legal, character, financial, technical qualifications and the adequacy and feasibility of the Grantee's construction ar— rangements and after the City Council has approved the Grantee's qualifications as a part of a public proceeding affording due process. (3) Duration of Franchise. Upon filing by the Grantee of the proper acceptance, the bond and the required insurance and security fund, the franchise shall take effect as provided in Section 14-70 and Shall continue in full force and effect for a term of fifteen (15) years. 21 I MICROFILMED BY JORM MICR+LAB CFAR RAPIDS • DCS MOINES r. MILROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MUiNL,, J411 SECTION 14-66. THE BROADBAND TI:LRCOMMUNICATIONS FRANCHISE i (1) _Franchise Required. No person, firm, company, corporation or i association shall construct, install, maintain or operate within any public street in the City, or within any other public property of the City, any equipment or facilities for the distribution of television signals or radio signals or other intelligences either analog or digital over a Broadband Telecommunicattons Network to any subscriber unless a franchise authorizing the use of the streets or properties or areas has first been obtained pursuant to the provisions of this ordinance, and unless such franchise is in full force and effect. (2) Review of Qualifications. Specific permission to operate n Broadband Telecommunicat tons Network under the provisions of: this nrdLnance may be granted by the City Council of the City to any Grantee after a review of the legal, character, financial, technical qualifications and the adequacy and feasibility of the Grantee's construction ar— rangements and after the City Council has approved the Grantee's qualifications as a part of a public proceeding affording due process. (3) Duration of Franchise. Upon filing by the Grantee of the proper acceptance, the bond and the required insurance and security fund, the franchise shall take effect as provided in Section 14-70 and Shall continue in full force and effect for a term of fifteen (15) years. 21 I MICROFILMED BY JORM MICR+LAB CFAR RAPIDS • DCS MOINES micROFILMEO BY JORM MICR+LAB EFDRR RAPIDS • OGS MOIRIS i h1ILROFILMED BY JORM MICROLAB CEDAR RAPIDS AND uLS MUr'1L,, iu+j,, SECTION 14-67. OPERATION OF FRANCHISE (1) Operations to be in Accordance With Rules. The Grantee shall maintain and operate its Broadband Telecommunications Network in accordance with the rules and regulations of. the Federal Communications Commission, the State of Iowa and/or the City as are incorporated herein or may be promulgated. (2) Interruption of Service; Notification. The Grantee, whenever it is necessary to interrupt service over the Broadband Telecommunications Network for the purpose of network maintenance, alteration or repair, shall do so at such time as will cause the least amount of inconvenience to the subscribers, and unless such interruption is unforeseen and immediately necessary, the Grantee shall give reasonable notice therof to the affected subscribers. (3) Studios, Office and Phone for Complaints. The Grantee shall maintain an office, production studio, and public access production facilities within the City limits which shall be open during all normal business hours, have a listed local telephone number, and he so operated that complaints and requests for repairs or adjustments may be received at any time. (4) Operations. The Grantee shall make available and maintain at least, one (1) fixed color studio facility, portable production equipment and post production equipment for utilization by access users. In addition Grantee will provide training of: potential 23 141CROFILMED OY JORM MICR¢LAB cFOAR RAPIDS • DFS MOMIS hiICRUFILi4EU BY JORM M[CROLAQ • CEDAR RAPIDS AND ULS !Uli,ij, 'Jru, users for the use of such equipment. The Grantee may make a fair and reasonable charge for use of these facilities and equipment not i ito exceed a rate schedule filed with and approval by the City I Council. As maximum use of public access is of a great deal of interest to the City, application for franchise hereunder are encouraged to propose a plan by which equipment and facilities are dedicated to public access use at no charge to users. i (5) Service Records Maintained. The Grantee shall at all times make and keep at an office maintained by the Grantee in the City of Iowa City, Iowa a list of all complaints and interruptions or degradation of service received or experiences during the term of franchise. The records maintatned above shall also include complaint response time.and service restoral period and shall be continuously open to inspection, examination or audit by any duly authorized represen— tative of the City or member of the public. (6) Grantee Rules and Regulations. The Grantee shall have the authority to promulgate such rules, regulations, terms and conditions governing i the conduct of its business as shall be reasonable and necessary to enable the Grantee to exercise its rights and perform its obligations under this ordinance and any franchise granted hereunder. j(a) Rules to be In Conformance With Other Regulations. None of such rules, regulations, terms and conditions promulgated under Subsection (6) above shall be in conflict with the provisions hereof or the laws of the State, or the Rules and i `Y MICROFILMED BY ;1 JORM MICR+I.AB C(DAR RAPIDS • DFS MOINES MILROH LMLD BY JORM MICROLAB LEDAR RAPIDS AND UCS iOil,u, tun, Regulations of the Federal Communications Commission, or any rules and regulations promulgated by the City in the exercise of their regulatory authority granted hereunder. (b) All Rules to be Filed With City. Two (2) copies of all rules, regulations, terms and conditions promulgated under Subsection (6) above, together with any amendments, additions or deletions thereto, shall he kept currently on file with the City Clerk and another copy therof shall he maintained for public inspection during normal business hours at Grantee's office in the City; no such rules, regulations, terms, conditions, or amendments, additions or deletions thereto shall take effect unless and until so filed and maintained. (7) Subscribers' Antennas. The Grantee shall not require the removal, or offer to remove or provide any inducements for removal of any potential or existing subscriber's antenna as a condition of pro- vision of service. (R) Sale or Service of Television Receivers. Neither the Grantee during the period of the franchise nor any of its affiliated, subsidiary, parent organizations, officers or directors or stock- holders holding five percent (5%) or more of outstanding stock of. the Grantee, shall within the corporate limits of the City or within ten (10) miles in any direction, directly or indirectly, engage in the retail sale, renting, leasing, or repairing of radio or television receivers or their appurtenances, nor shall they require any subscriber to utilize the services of any specific television/radio service business for the repair or maintenance of 25 MICROFILMED BY rI JORM MICR+LAE CI'TAR RAPIDS • 0i5 MOINES 11 MIi,ROFlLi4LU BY JORM MICROLAB CEDAR RAVIOS AND ULS MULIiL�, ,Oe - the subscriber's receivers, either radio or television. This section shall in no way prohibit the sale, rental or service of convertors necessary to the operation of the RTN by the Grantee. (9) Antenna Switch. The Grantee, upon request from any subscriber, shall install at a reasonable charge therefore, a switching device so as to permit a subscriber to continue to utilize his/her own television antenna as he or she chooses. (10) Service Response and Rebate. The Grantee shall provide "same day service" response, seven (7) days a week for all complaints and requests for repairs or adjustments received prior to 2:00 p.m. each day. In no event shall the response time for calls received subsequent to 2:00 p.m. exceed twenty—seven (27) hours. Upon failing to correct total loss of customer service within twenty—seven (27) hours, of initial complaint the Grantee shall credit one—thirtieth (1/30) of the monthly charge for "basic service" to each subscriber for each twenty—four (24) hours following report of loss of service to the Grantee. (I1) grading of Facilities Equipment and Service. The Grantee shall upgrade its facilities, equipment and service ns subscribers' demands dictate so that its network is as advanced as the current state of: technology and reasonable economic feasibility will allow. 26 MICROFILMED BY JORM MICR+LAB CFDAR RAPIDS • OFS MOINES NICROFILMEO BY JORM MICROLAB CEDAR RAPIDS AND UES ,du ICILJ, ;u1,11 SECTION 14-68. RIGHTS RESERVED TO THE CITY (1) Right of Amendment Reserved to City. The City may from time to time, add to, modify or delete provisions of this ordinance as it shall deem necessary in the exercise of its regulatory powers provided that such additions or revisions are reasonable and do not place an undue financial burden on the Grantee. .Such additions or revisions shall be made only after a public hearing for which the Grantee shall have received written notice at least thirty (30) days prior to such hearing. (2) No Impairment of City's Rights. Nothing herein shall be deemed or construed to impair or affect, in any way to any extent, the right of the City to acquire the property of the Grantee through the exercise of the right of eminent domain, at a fair and just value, which shall not include any amount for the franchise itself or for any of the rights or privileges granted, and nothing shall be construed to contract away or to modify or abridge, either for a term or in perpetuity, the City's right to eminent domain. (3) Grantee Agrees to City's Rights. The City reserves every right and power which is required to be reserved or provided by an ordinance of the City, and the Grantee by its acceptance of the franchise, agrees to be bound thereby and to comply with any action or require— ments of the City in its exercise of such rights or powers which have been or will be enacted or established. M Y Y MILROf ILMED BY DORM MICR+LAB CEDAR RPM • PES 140111[5 V i I I n� i i NICROFILMEO BY JORM MICROLAB CEDAR RAPIDS AND UES ,du ICILJ, ;u1,11 SECTION 14-68. RIGHTS RESERVED TO THE CITY (1) Right of Amendment Reserved to City. The City may from time to time, add to, modify or delete provisions of this ordinance as it shall deem necessary in the exercise of its regulatory powers provided that such additions or revisions are reasonable and do not place an undue financial burden on the Grantee. .Such additions or revisions shall be made only after a public hearing for which the Grantee shall have received written notice at least thirty (30) days prior to such hearing. (2) No Impairment of City's Rights. Nothing herein shall be deemed or construed to impair or affect, in any way to any extent, the right of the City to acquire the property of the Grantee through the exercise of the right of eminent domain, at a fair and just value, which shall not include any amount for the franchise itself or for any of the rights or privileges granted, and nothing shall be construed to contract away or to modify or abridge, either for a term or in perpetuity, the City's right to eminent domain. (3) Grantee Agrees to City's Rights. The City reserves every right and power which is required to be reserved or provided by an ordinance of the City, and the Grantee by its acceptance of the franchise, agrees to be bound thereby and to comply with any action or require— ments of the City in its exercise of such rights or powers which have been or will be enacted or established. M Y Y MILROf ILMED BY DORM MICR+LAB CEDAR RPM • PES 140111[5 V f,! lL OFILMED BY JORM MICROLAB CLDAR RAPIDS AND LULS HuINL_�, :Jw, (4) City's Right of Intervention. The City shall have the right to I intervene and the Grantee specifically agrees by its acceptance of the franchise not to oppose such intervention by the City in any � suit or proceeding to which the Grantee is a party. I, (5) Powers of the City. Neither the granting of any franchise nor any provision governing the franchise shall constitute a waiver or bar to the exercise of any governmental right or power of the City. (6) City's Transfer of Functions. Any right or power in, or duty imposed upon any elected official, officer, employee, department, or board of the City shall be subject to transfer by the City to any other elected official, officer, employee, department or board. (7) City's Right of Inspection. The City reserves the right during the life of any franchise granted hereunder, to inspect and supervise .all construction or installation work performed subject to the provisions of this ordinance and to perform network measurements to insure compliance with the terms of the ordinance. (8) City's Right of Acquisition. Upon expiration of the term of the franchise, or revocation, or other termination as provided by law, or upon receipt of application for approval of an assignment of the franchise or upon change defacto control, the City shall have a right to purchase the Broadband Telecommunications Network as set forth in Section 14-71(3) herein. r , v � MICWILMEO BY ! �I JORM MICR+LAB CEMR PAPIM •PES MOIRES r•11CROFILMED BY JORM MICROLAB CEDAR RAPIDS AND DLS MWNL�, ++� (9) City's Right of Network histallatton. The City reserves the right during the life of any franchise granted herLundr_r, to installand maintain free of charge upon or In the pules and condults of the I Grantee any wire and pole fixtures necessary for municipal networks i on the condition that such installation and maintenance thereof I does not interfere with the operation of the Grantee. i i I f.! I I I I 29. 1' :41CROFILMCO BY JORM MICF:I+LA13 CFOAR RARI05 - OCS MOINCs MICROFILMED BY JORM MICROLAB CEDAR RAPIUS AND UES MUINL'�, iw.11 SI?CTLON 14-69. AI'1'LICATIONS FOR FRANCIILSI•: No franchise may be granted unless the applicant has successfully completed the nppILest Lon procedure Ln accordance with IFLIing ins true tLons prolmligated by the City: (1) Proposal Bond and FllLng Fee. Provision of the Proposal Bond as required in Section 14-75(1) and payment of a nonrefundable filing Fee to the City of one thousand dollars ($1,000) which sum shall be due and payable at the time with the submission of the application. (2) All applicants must complete the Request for Proposal (RFP) issued by the City which shall include but not be limited to the following: (a) Name and Address of Applicant. The name and busLness address of the applicant, date of applicatLon and sLgnature of applicant or appropriate corporate officer(s). (b) Description of Proposed Operation. A general description of the applicant's proposed operation, including but not limited to: business hours; operating staff; maintenance procedures beyond those required in the ordinance; management and marketing staff complement and procedures; and, if available, the rules of operation for public access. (c) Signal Carriage. A statement of, the television and radio services to be provided, including both off—the—air and locally originated signals. (d) Special Services. A statement setting forth a description of the automated services proposed as well as a description of the productLon facilities to be made available by the Grantee 30 MICROFILMED BY ,1 JORM MICR( LAB CCMR RAPIDS • DES MOINES i i i i i i I MICROFILMED BY JORM MICROLAB CEDAR RAPIUS AND UES MUINL'�, iw.11 SI?CTLON 14-69. AI'1'LICATIONS FOR FRANCIILSI•: No franchise may be granted unless the applicant has successfully completed the nppILest Lon procedure Ln accordance with IFLIing ins true tLons prolmligated by the City: (1) Proposal Bond and FllLng Fee. Provision of the Proposal Bond as required in Section 14-75(1) and payment of a nonrefundable filing Fee to the City of one thousand dollars ($1,000) which sum shall be due and payable at the time with the submission of the application. (2) All applicants must complete the Request for Proposal (RFP) issued by the City which shall include but not be limited to the following: (a) Name and Address of Applicant. The name and busLness address of the applicant, date of applicatLon and sLgnature of applicant or appropriate corporate officer(s). (b) Description of Proposed Operation. A general description of the applicant's proposed operation, including but not limited to: business hours; operating staff; maintenance procedures beyond those required in the ordinance; management and marketing staff complement and procedures; and, if available, the rules of operation for public access. (c) Signal Carriage. A statement of, the television and radio services to be provided, including both off—the—air and locally originated signals. (d) Special Services. A statement setting forth a description of the automated services proposed as well as a description of the productLon facilities to be made available by the Grantee 30 MICROFILMED BY ,1 JORM MICR( LAB CCMR RAPIDS • DES MOINES RIILRUrILMEU BY JORM MICROLAB CLUAk RAPIDS ANU ULA MUINL_, _'•�� for the public, municipal, and educational channels required to he made available by the providstons of this ordinance. (e) Schedule of Charges. A statement of the applicant's proposed Schedule of Charges as set forth by the provision of Section 14-76 hereunder. (f) Corporate Organization. A statement detailing the corporate organization of the applicant, if any, including the names and addresses of its officers and directors and the number of shares held by each officer and director. (g) Stockholders. A statement identifying the number of authorized outstanding shares of applicant's stock including a current list of the names and current addresses of its shareholders holding three percent (3%) or more of applicant's outstanding stock. (h) Intra -Company Relationships. A statement describing all intra -company relationships of the applicant, including parent, subsidiary or affiliated companies. (i) Agreements and Understandings. A statement setting forth all. agreements and understandings, whether written or oral, existing; between the applicant and any other person, firm, group or corporation with respect to any franchise awarded hereunder and the conduct of the operation thereof existing at the time of proposal submittal. (j) Financial Statement. If applicant is a corporation, audited financial statements for the two (2) previous fiscal years. If applicant is a partnership, copies of the "u.S. Partnership Return of Income" (LRS Form 1065) for the two (2) previous 01 ....-CROI IL14ED BY i JORM MICR(�LAB CEDAR RAPIDS • DES MINES � I n. i i t i RIILRUrILMEU BY JORM MICROLAB CLUAk RAPIDS ANU ULA MUINL_, _'•�� for the public, municipal, and educational channels required to he made available by the providstons of this ordinance. (e) Schedule of Charges. A statement of the applicant's proposed Schedule of Charges as set forth by the provision of Section 14-76 hereunder. (f) Corporate Organization. A statement detailing the corporate organization of the applicant, if any, including the names and addresses of its officers and directors and the number of shares held by each officer and director. (g) Stockholders. A statement identifying the number of authorized outstanding shares of applicant's stock including a current list of the names and current addresses of its shareholders holding three percent (3%) or more of applicant's outstanding stock. (h) Intra -Company Relationships. A statement describing all intra -company relationships of the applicant, including parent, subsidiary or affiliated companies. (i) Agreements and Understandings. A statement setting forth all. agreements and understandings, whether written or oral, existing; between the applicant and any other person, firm, group or corporation with respect to any franchise awarded hereunder and the conduct of the operation thereof existing at the time of proposal submittal. (j) Financial Statement. If applicant is a corporation, audited financial statements for the two (2) previous fiscal years. If applicant is a partnership, copies of the "u.S. Partnership Return of Income" (LRS Form 1065) for the two (2) previous 01 ....-CROI IL14ED BY i JORM MICR(�LAB CEDAR RAPIDS • DES MINES MICROFILMED BY JORM 141CROLAB CEDAR RAPIUS AND UL`; f4U:iIL:1, IJV -11 Fiscal years. Tr nppllroll Is a snlc proprietorship, copies or the "U.S. Individual I.neom.2 Tax Return" (IRS Form 1040) for the two (2) previous fiscal years. (k) rinancial Projection. A ten (10) year operations proforma which shallinclude the fnLtLal and continuing plant investment, annual profit and loss statements detailing income and expenses, annual balance sheets, and annual levels of subscriber pene— tration. Costs and revenues anticipated for voluntary services shall, if presented, be incorporated in the proforma as required in this ordinance, but shall be separately identified in the proforma. (1) financial Support. Suitable written evidence from a recognized financing institution, addressed to both the applicant and to the City, advising that the applicant's financial ability and planned operation have been analyzed by the institution and that the financing institution is prepared to make the required funds available to applicant if it is awarded a franchise. If the planned operation is to be internally financed, a board resolution shall be supplied authorizing the obtainment and expenditure of such funds as are required to construct, install and operate the Broadband Telecommunications Network contemplated hereunder. (m) Construct Lon Timetable. A description of system construction including the timetable for provision and extension of service to different parts of. the City. (n) Technical Description. A technical description of the type of system proposed by the applicant, including but not limited to, system configuration (i.p. hub, dual cnble), system capacity, 32 mICROrILMED BY i JORM MICR+LAB .' CrPAP P.APIDS - nES MOINES 14ICkOi ILMED BY JORM MICROLAB CEDAR RAPIUS AND ULS AUINL�, tUr,,, two-way eapabLlity, etc. (o) Technical Statement. A statement from the applicant's senior technical staff member of consultant advising that he/she has reviewed the Network Description, the Network Technical Standards, Performance Measurements, Channels to he Provided, Service Standards, Construction Standards and Conditions of Street occupancy as set forth in or required by Sections 14-82, 14- 83, 14-67, 14-84 anti 14-85, respectively, hereunder and that the npplicnnt's planned network and operations thereof will meet all the requirements set forth therein. (p) Existing Franchises. A statement of existing franchises held by the applicant indicating when the franchises were issued and when the systems were constructed and the present state(s) of the system(s) in each respective governmental unit, together with the name and address and phone number of a responsible governmental official knowledgeable of the applicant. (q) Convictions. A statement as to whether the applicant or any of its officers or directors or holders of three percent (3%) or more of its voting stock has in the past ten (LO) years been convicted of or has charges pending for any crime other than n routine traffic offense and the disposition of each such case. (r) Operating Experience. A statement detailing the prior cable television experience of the applicant including that of the applicant's officers, management and staff to be associated where known with the proposed ordinance. 33 1 141CROFILMED BY t 1 JORM MICR+LAB CEDAR RAPIDS • DCS MOINES I4ICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND JLS I•IU1NL,, (s) franchise Renewal Inforniatton. If an npplication is for renewalof a franchise, the proposal must Include, in addition to the tuformatton required In Subaectlona a through q above: (i) A summary of the technical, financial and programming history of the network since the granting of the original franchise. (ii) A statement and timetable that outlines all proposed changes, expansion or improvements in the system as to services, programming or technical specifications during the forthcoming five (5) year review period. (3) Special Interests Whereas the City is interested in maximizing the potentlal of the Broadband Telecommunications Network (BTN) comparative evaluations of applications will reflect the City's special interest in the following areas: (a) Programming and Production Assistance. A proposal for funding, facilities, equipment, or personnel beyond those required elsewhere to be designated to effect and promote local programming development. It is understood that the foregoing will be available without charge to all on a fair and nondiscriminatory basis. (b) Discrete Carriage Capacity. A proposal for the origination, experimental uses and/or interconnection by or of agencies specified in the ordinance Section 14-80 for specialized needs, and a plan accommodating such future needs as may arise. 34 MICROFILMED BY ,1 JORM MICR+LAB F.FMR RAPIDS . OFS MOINES h!!CROFIG4LD BY JORM MICROLAB CLUAk RAPIDS AIIU oLS AUI�iLJ, .unn (c) Bi-directional Capacity. A proposal for effectuating the BTU's bi-directional opacity. (d) Multiple OrLpLnnthan. A proposal for system construction In mach a way that it is possible to allow occasional simultaneous cahlecasting of different programs on the same channel to different parts of the City. (e) University of Iowa. A proposal for interconnecting the City's BTN with a University of Iowa cable network as specified by the University so that residents of the City will benefit from the University's resources. (f) Convertors. A proposal for inclusion of convertors as part of the basic service. (4) Additional Requirements. The application for franchise shall respond specifically, and in sequence, to the RFP and shall he bound separately from any additional information proffered by the applicant. Twenty (20) copies of the application shall be supplied to the City. Supplementary, additional or other information that the applicant deems reasonable for consideration may be submitted at the same time as its application, but must be separately bound and submitted in the above number of copies. The City may, at its discretion, consider such additional information as part of the application. Kill 141CROEILMEO BY 1 JORM MICR+LAB CFOAR RNPIOS • OCS MOINES I �n. h!!CROFIG4LD BY JORM MICROLAB CLUAk RAPIDS AIIU oLS AUI�iLJ, .unn (c) Bi-directional Capacity. A proposal for effectuating the BTU's bi-directional opacity. (d) Multiple OrLpLnnthan. A proposal for system construction In mach a way that it is possible to allow occasional simultaneous cahlecasting of different programs on the same channel to different parts of the City. (e) University of Iowa. A proposal for interconnecting the City's BTN with a University of Iowa cable network as specified by the University so that residents of the City will benefit from the University's resources. (f) Convertors. A proposal for inclusion of convertors as part of the basic service. (4) Additional Requirements. The application for franchise shall respond specifically, and in sequence, to the RFP and shall he bound separately from any additional information proffered by the applicant. Twenty (20) copies of the application shall be supplied to the City. Supplementary, additional or other information that the applicant deems reasonable for consideration may be submitted at the same time as its application, but must be separately bound and submitted in the above number of copies. The City may, at its discretion, consider such additional information as part of the application. Kill 141CROEILMEO BY 1 JORM MICR+LAB CFOAR RNPIOS • OCS MOINES t•11U1OFILMEO 4Y JORM MICROLAd CEDAR RANDS ANU AS MU:FIt�, .JIIII (5) Supplementation to Applications. The City reserves the right to require such supplementary, addlttonal or other information that the j City deems reasonably necessary for its determLnat tons. Such modtfi— i cations, deletions, additions or amendments to the application shall be considered only if specifically requested by the City. I I i i 111. 1 36 Y MICNOFILMED BY JORM MICR( LAB CEDAR RAPIDS • DES MOINES .IlL Ur ILMLU BY JORM MICROLAB • CEDAR RAPIDS ANU ULS fIU:iR +•• SFcrlON 14-70. ACCUTANCF. AND EFFE(;'r[Vli DATE OF FRANCHISE (1) Franchise Acceptance procedures. Any franchise awarded hereunder and the rights, privileges and authority granted thereby shall take effect and be in force from and after the thirtieth (30th) day following the award thereof, provided that within thirty (30) days from the day of such award the Grantee shall file with the City the following: (a) A notarized statement by the Grantee of unconditional acceptance of the franchise, and (b) A certificate of insurance as set forth in Section 14-74(6) (c) A performance bond in the penal sum of. five hundred thousand dollars ($500,000) as set forth in Section 14-75(2) herein and deposit of the security fund, and (d) Reimbursement to the City for the costs of publication of this ordinance, and (e) Written notification of the Grantee's location and address for mail and official notifications from the City. (2) Forfeiture of proposal Bond. Should the Grantee fail to comply with Subsection (1) above it shall acquire no rights, privileges or authority under this ordinance whatever, and the amount of the Proposal Bond or certified check in lieu thereof, submitted with its application shall be forfeited in full to the City as liquidated damages. 37 I41CROFILMED BY JORM MICRbLAB CEDAR RAPIDS • nES MOVES nr> mloWF ILMED BY JORM MICROLAB CEDAR RANIUS AND ULS 19ULI4L'J, u+,11 (7) Grantee to Have no Recourse. The Crantee shall have no recourse whatsoever against the City For any loss, cost, expense or damage arising out of any provision or requirement of this ordinance or its regulation or from the City's exercise of its authority to grant additional franchises hereunder. This shall not include negligent acts of the City, its agents or employees which are performed outside the regulatory or franchise awarding authority hereunder. (4) Acceptance of Power and Authority of City. The Grantee expressly acknowledges that in accepting any franchise awarded hereunder, it has relied upon its own investigation and understanding of the power and authority of the City to grant this franchise. (5) Inducements Not Offered. The Grantee by acceptance of. any franchise awarded hereunder acknowledges that it has not been induced to enter into this franchise by any understanding or promise or other statement, whether verbal or written, by or in behalf of the City concerning any term or condition of this franchise that is not included in this ordinance. (6) Grantee Accepts Terms of Franchise. The grantee acknowledges by the acceptance of this ordinance and the franchise ordinance that it has carefully read its terms and conditions and it is willing to and does accept all the obligations of such terms and conditions and further agrees that it will, not prior to substantial completion of the system, set up as against the City the claim that any provision of this ordinance as adopted, and any franchise granted hereunder is unreasonable, arbitrary, invalid or void. RK �! MICROFILMED BY y JORM MICR�LAB CEDAR RAPIDS • DES MOINES f•IIuRUFILMLU BY JORM MICROLAB CEDAR RAPIDS AND DLJ MUINL,, :Ue- 11 SECTION 14-71. TF:ILMINATION OF FRANCAISE (1) Grounds for Revocation. The City reserves the right to revoke any franchise and rescind all rights and privileges associated with the franchise in the following circumstances: (a) If the Grantee should default in the performance of any of its obligations under this ordinance or the franchise, and fails to cure the default within thirty (30) days after receipt of written notice of the default from the City. (b) If the Grantee should fail to provide or maintain in full force and effect, the performance bond, security bond, and liability and indemnification coverages as required in Sections 14-74 and 14-75, respectively. (c) If a petition is filed by or against the Grantee under the Bankruptcy Act, or any other insolvency or creditors' rights law, State or Federal, and the Grantee shall fail to have it dismissed. (d) If a receiver, trustee or liquidator of the Grantee is applied for or appointed for all or part of. Lts assets. (e) If the Grantee makes an assignment for the benefit of credl.tors. (f) If any court of competent Jurisdiction, the FCC, or any State regulatory body by rules, decision, or other action determines that any material provision of the franchise documents, including this ordLnance, is invalid or unenforceable. 40 IIICROFIL14ED BY , JORM MICR+LAB CEDAP RAPIDS • DF.S M0114FS i i I f•IIuRUFILMLU BY JORM MICROLAB CEDAR RAPIDS AND DLJ MUINL,, :Ue- 11 SECTION 14-71. TF:ILMINATION OF FRANCAISE (1) Grounds for Revocation. The City reserves the right to revoke any franchise and rescind all rights and privileges associated with the franchise in the following circumstances: (a) If the Grantee should default in the performance of any of its obligations under this ordinance or the franchise, and fails to cure the default within thirty (30) days after receipt of written notice of the default from the City. (b) If the Grantee should fail to provide or maintain in full force and effect, the performance bond, security bond, and liability and indemnification coverages as required in Sections 14-74 and 14-75, respectively. (c) If a petition is filed by or against the Grantee under the Bankruptcy Act, or any other insolvency or creditors' rights law, State or Federal, and the Grantee shall fail to have it dismissed. (d) If a receiver, trustee or liquidator of the Grantee is applied for or appointed for all or part of. Lts assets. (e) If the Grantee makes an assignment for the benefit of credl.tors. (f) If any court of competent Jurisdiction, the FCC, or any State regulatory body by rules, decision, or other action determines that any material provision of the franchise documents, including this ordLnance, is invalid or unenforceable. 40 IIICROFIL14ED BY , JORM MICR+LAB CEDAP RAPIDS • DF.S M0114FS i 1,11L,ROFILMED BY JORM MICROLAB CEDAk RAPIDS AND UES �IUiNL�, ,� elll (g) if the Grantee should vlulatu any orders or ruling of any regulatory body having JurlsdlcLion over the Crantee unless the Grantee is lawfully contesting the legality or applicability of such order or ruling. (h) If the Grantee fails to receive the necessary FCC or State certification unless such cause is directly attributable to an action or condition imposed by the City. (2) Procedure Prior to Revocation. Upon the occurrences of any of the events enumerated in Subsection (1) of this section, the City Council may, after hearing, upon thirty (30) days written notice to the Grantee citing the reasons alleged to constitute cause for revocation, set a reasonable time in which the Grantee must remedy the cause. if, during the thirty (30) day period, the cause shall be cured to the satisfaction of. the City, the City may declare the notice to he null and void. if the Grantee fails to remedy the cause within the time specified, the Council may revoke the franchise. In any event, before a franchise may be terminated, the Grantee must be provided with an opportunity to be heard before the City Council. (3) Purchase of System by City. If the city determines not to reissue the franchise for reasons other than a material breach of the franchise or reasons unrelated to the performance of the franchise holder or upon receipt of an application for assignment of the franchise, or upon change of defacto control, the Grantee shall first offer the Broadband Telecommunications Network for sale to the City at a fair and Just market value, which value shall include III v _ �•��OFILMED BY JORM MICR+LAB MAR iAMM, • nE5 MOME5 - , h1iLROFILMEU BY JORM MICROLAB CEDAR RAPIDS AND ULS h1U1IL Jr.11 the Fair m rket value of the system as a going concern including the Franchise Ltself and the rights and prtvtleges granted by the City. When a franchise is revoked pursuant to this section or expires and is not renewed because of a material breach of the franchise, the Grantee shall first offer the Broadband Telecommunications Network for sale to the City at a fair and Just market value, which value shall not include any value for the franchise itself or for any of the rights or privileges granted by the City. In the event the determination of fair market value cannot be negotiated or determined, said value shall be determined by an impartial arbitration procedure pursuant to State law, wherein the Grantee and the City shall each choose an arbitrator and the arbitrators chosen shall choose the third and the valuation determined by said arbitrators shall he considered the fair market value at which the system will he offered to the City. The determination of the value of the system sha1L be decreased by the amount of any damages sustained by the City in connection with revocation or expiration, including without limitation, payment made by the City to another person or entity to operate the Broadband 'telecommunications Network for a temporary period after revocation. The cost of the arbitration procedures shall be shared equally by the City and Grantee. The City shall have ninety (90) days to exercise the right of first refusal to purchase the network, said ninety (90) days commencing on the tiny the fair market value of the system is determined either 92 Y ��'•. MICROFILM BY , ^1 'JORM MICR+LAB C(BAR RAPIDS • Df5 MKS MILROF1LME0 BY JORM MILROLAB GEOAR RAPIDS AND uES MUINLi, ,UNn through negotiation or the arbitration procedure. If the City does not exercise its option to purchase, and the Network is not sold to another operator who has obtained a franchise from the City in a reasonable period of time, the Grantee, upon request by the City, shall promptly remove all its plant, structures and equipment; provided, however, that in the event the City determines not to exercise its right of first refusal it shall not unreasonably refuse to renew or grant a cable television franchise during a reasonable interim period. While transfer of the system and franchise is being negotiated, arranged or ordered the Grantee may be required to continue service to the public unless for reasons beyond the control of the Grantee said operation will be economically unfeasible to the Grantee. (4) Restoration of Proper. In removing its plant, structures and i equipment, the Grantee shall refill at its own expense, any excava— tion that shall be made by it and shall leave all public ways and places in as good condition as that prevailing prior to the company's removal of its equipment and applicances, without affecting the electric or telephone cables, wires, or attachments. The City shall inspect and approve the condition of the public ways and public places and cables, wires, attachments and poles after removal. Liability insurance and indemnity provided in Section 14-74 and the performance bond and security fund in Section 14-75 shall continue in full force and effect during the period of removal. 113 S 14]CROFILMED BY JORM MICR+LAB crPAR wms • nEs mo1NFs MILROFILMEU BY JORM MICROLAB CEOAk RAPIDS AND UES ;IUINL.:, .UI+I, (5) Restoration by City Reimbursement of Costs. In the event of a failure by the Grantee to complete any work required by Subsection (4) above or any work required by City law or ordinance within the time established and to the satisfaction of the City, the City may cause such work to be done and the Grantee shall reimburse the City the costs thereof within thirty (70) days after receipt of an itemized list of such costs or the City may recover such costs as provided in Section 14-75(2) and 14-75(4). (6) Lesser Sanctions. Nothing shall prohibit the City, in its rules and regulations, from imposing lesser sanctions or censures than revocation for violatLons of provisions of this ordinance Lncluding the shortening of the franchise period for substantial and repeated violations. (7) ExptratLon• Extended Operation. Upon the expLratLon of a franchise, the City may, by resolution, on its own motion or request of the Grantee, require the Grantee to operate the franchise for an extended period of time not to exceed six (6) months from the date of any such resolution. All provisions of the franchise shall continue to apply to operations during an extension period. The City shall serve wrLtten notice at the Grantee's business office of intent to extend under this section at least thirty (70) days prior to expiration of the ortgtnal franchise or any extensions thereof.. 44 141CROFILRFO BY ' JORM MICR+LAB CFDAR PAPIOS - DCS MOWS i i MILROFILMEU BY JORM MICROLAB CEOAk RAPIDS AND UES ;IUINL.:, .UI+I, (5) Restoration by City Reimbursement of Costs. In the event of a failure by the Grantee to complete any work required by Subsection (4) above or any work required by City law or ordinance within the time established and to the satisfaction of the City, the City may cause such work to be done and the Grantee shall reimburse the City the costs thereof within thirty (70) days after receipt of an itemized list of such costs or the City may recover such costs as provided in Section 14-75(2) and 14-75(4). (6) Lesser Sanctions. Nothing shall prohibit the City, in its rules and regulations, from imposing lesser sanctions or censures than revocation for violatLons of provisions of this ordinance Lncluding the shortening of the franchise period for substantial and repeated violations. (7) ExptratLon• Extended Operation. Upon the expLratLon of a franchise, the City may, by resolution, on its own motion or request of the Grantee, require the Grantee to operate the franchise for an extended period of time not to exceed six (6) months from the date of any such resolution. All provisions of the franchise shall continue to apply to operations during an extension period. The City shall serve wrLtten notice at the Grantee's business office of intent to extend under this section at least thirty (70) days prior to expiration of the ortgtnal franchise or any extensions thereof.. 44 141CROFILRFO BY ' JORM MICR+LAB CFDAR PAPIOS - DCS MOWS i MIOWFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MjiliL,, .Je.,, /Y. Y, SI.CTION 14-72. REPORTS AND IIRCORDS OF THE GRAN'I'6R (1) Annual Financial Reports Requl.red. The Grantee shall file annually with the City Clerk not later than three (3) months after the end of Its fiscal year during which it accepted a franchise hereunder and within three (3) months after the end of each subsequent fiscal year, two (2) copies of: (a) The report to its stockholders; (b) An income statement identifying revenues, expenses and income applicable to its operations under said franchise during the fiscal year or fraction thereof and; ^' (c) A listing of its properties devoted to network operations together with an itemization of its investment in each of such properties on the basis of original cost, less depreciation These reports shall include a balance sheet, listing of substantial liabilities and financing arrangements and such other reasonable information as the City may request, and shall be certified by a Certified public Accountant. (2) Annual Facilities Report Required. The Grantee shallfile annually with the City Clerk not later than three (3) months after the end of its fiscal year during which it accepted a franchise hereunder and within three (3) months after the end of each subsequent fiscal year, two (2) copies of a total facilities report setting forth the total physical miles of plant installed or in operation during the fiscal year and n map showing the location of same. 45 T ldICRof ILMED BY I JORM MICR+LAB CEDAR RAPIDS DCS 14oIMr5 MICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND UES :,MhL�, .ud,, I (3) Annual Service Record Report Required. The Grantee shall, if requested by the City, fllo annually with the City Clerk not later than three (3) months after the end of its fiscal year during which it accepted a franchise hereunder and within three (3) months after the end of each subsequent fLscal year, two (2) copies of a list of all trouble complaints and network "downtime" received or experienced during the fiscal year. All such submitted data shall also include complaint disposition and response time. For the purposes of this provision, certified copies of a "complaint" logbook reflecting all such incidents will suffice. Also, if requested by the City, uncertified additions to the annual complaint log shall he supplied in two (2) copies to the City at intervals of not more than ninety (90) days following the filing of the annual report. (4) Annual Measurements Report Required. The Grantee shall file annually with the City Clerk not later than three (3) months after the end of Its fiscal year during which it accepted a franchise hereunder and within three (3) months after the end of each subsequent fiscal year two (2) copies of a report on the network's technical measurements, as set forth herein. (5) Annual Operations Reports Required. The Grantee shall file annually with the City Clerk not later than three (3) months after the and of its fiscnl year during which it accepted a franchise hereunder and within three (3) months after the end of each subsequent fiscal. yenr two (2) copies of the following supplemental information: 96 MICROFIL14ED BY JORM MICR+LAB CFOAR RAM PS • PCS MOINES FIIGROFILMED BY JORM MICROLAB CEDAR RAPIDS AND uLS MU iNL�, v+, (a) [f a nonpublic corporation, a list of all current share— holders and bondholders both of record or beneficial. if a public corporation, a list of all shareholders who individually or as a concerted group hold three percent (3%) or more of the voting stock of the corporation. (b) A current list of all Grantee's officers and directors including addresses and telephone numbers. (c) Copies of all pertinent agreements or contracts, including pole—use agreements, entered into by the Grantee during the fiscal year in the conduct of its business under a franchise granted hereunder. (d) The names and both business and residential addresses and phone numbers of the Broadband Telecommunications Network resident manager and engineer. (e) Two (2) copies of all types of subscriber agreements. Copies of individual subscribers' agreements are not to be filed with the City. (f) Copies of all rules and regulations promulgated by the Grantee during the fiscal year in the conduct of its business in accordance with the provisions of Section 14- 67 hereunder. (g) A copy of the annual report(s) of the parent firm(s) which own an interest of more than three percent (3Y.) or more of the voting stock of the Grantee; and such other annual report(s) of subsidiaries or divisions of the parent firm(s) as the City deems necessary. 47 I NICROEI LIICO BY JORM MICR+LAB CCOAR RAPIDS - DES momrs t•IICRDFILMED BY JDRM MICRDLAB CEDAR RAPIDS AND uLS MUiNL3, !c'+ (6) Application for Certificate of Compliance. The Grantee shall I. give formal notice to the City that it is seeking a Certificate of Compliance from the Fedcral CommunicatLnns Commission. Within five (5) calendar days upon filing such a request with the Federal Communications Commission, the Grantee shall file two (2) copies of Its application for certification with the City Clerk. (7) Public Availability of Reports. Such documents and reports as required under this ordinance must be available to the public in the office of the City Clerk, during normal business hours. Subscribers shall he notified of the availability of such reports in ways approved by the Broadband Telecommunications Commission. (8) Correspondence. The Grantee shall simultaneously file with the City Clerk a copy of each petition, application and communications transmitted by the Grantee to, or received by the Grantee from, any Federal, State or other regulatory commissions or agencies having competent Jurisdiction to regulate and pertaining to the operations of any Broadband Telecommunications Network authorized hereunder. (9) City's Access to Records. (a) The City reserves the right during the life of any franchise granted hereunder to have access at all normal business hours and upon the giving of reasonable notice, to the Grantee's contracts, engineering plans, accounting, financial data, and service records relating to the property and the UM MICROFILMED BY JORM MICRDLAB I CEDAR RAIDS • DU MOINES i I i i t•IICRDFILMED BY JDRM MICRDLAB CEDAR RAPIDS AND uLS MUiNL3, !c'+ (6) Application for Certificate of Compliance. The Grantee shall I. give formal notice to the City that it is seeking a Certificate of Compliance from the Fedcral CommunicatLnns Commission. Within five (5) calendar days upon filing such a request with the Federal Communications Commission, the Grantee shall file two (2) copies of Its application for certification with the City Clerk. (7) Public Availability of Reports. Such documents and reports as required under this ordinance must be available to the public in the office of the City Clerk, during normal business hours. Subscribers shall he notified of the availability of such reports in ways approved by the Broadband Telecommunications Commission. (8) Correspondence. The Grantee shall simultaneously file with the City Clerk a copy of each petition, application and communications transmitted by the Grantee to, or received by the Grantee from, any Federal, State or other regulatory commissions or agencies having competent Jurisdiction to regulate and pertaining to the operations of any Broadband Telecommunications Network authorized hereunder. (9) City's Access to Records. (a) The City reserves the right during the life of any franchise granted hereunder to have access at all normal business hours and upon the giving of reasonable notice, to the Grantee's contracts, engineering plans, accounting, financial data, and service records relating to the property and the UM MICROFILMED BY JORM MICRDLAB I CEDAR RAIDS • DU MOINES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND DES MUihL�, Uru, operattnns of the Grantee and to all other record required to he kept hereunder. Nothing contained herein shall prevent the Grantoc from enjoinLng the Clty from reviewing documents relating to proprietary Lnterests not related to its operation under this ordinance in the City's regulatory program. (b) Records of subscriber lists and statistical data not otherwise required by this ordinance shall he made avail- able only upon a ruling by a judge of competent juris- diction that such records are material to the City's regulatory program. (10) Subscriber Agreement. The form of Grantee's agreements with i its subscribers shall. he subject to the approval of the City Council and two (2) copies of all types of agreements used by the Grantee shall he filed and mal.ntained with the City Clerk. Y '41CROFILMEO BY DORM MIC R+LAB CFOAR RAPIIIS • PES MOVES wlLROFILMED BY JORM MICROLAB CEDAR RAPIDS AND uLS �,IUINLj, Je... r. SI?C'r[ON 14-73. FRANCHISE PAYMENT (1) Filing Fee. Applicants for a franchise hereunder shall pay a nonrefundable Filing fee to the City of one thousand dollars ($1,000) which sum shall be due and payable concurrently with the request for the proposal information. (2) Franchising Compensation. Grantees of a franchise hereunder shall provide an initial payment to the City in an amount equal to the direct costs of granting the franchise including but not limited to consultants fees, which sum shall he due and payable concurrently with the Grantee's acceptance of the franchise, to offset the City's costs in the franchise awarding process. (3) Annual Franchise Payment. Grantees of a franchise hereunder shall pay to the City an annual fee in an amount equal to three percent (3Y) of. the "annual gross revenues", as defined herein, in lieu of all other City's permits and fees, to be utilized by the City to offset its regulatory and administrative costs and to maximize awareness and use of the access capacity. This payment shall be in addition to any other payment owed to the City by the Grantee and shall not be constructed as payment in lieu of municipal property taxes or other State, County, or local taxes. (4) Method of Computation; Interest. (a) Sales taxes or other taxes levied directly on a per—subscription basis and collected by the Grantee shall be deducted from the 50 �.'...�.y��Flu-ED BY JORM MICR+LAB crDAR PAPIDS • PES MOINES i 191LROFILMED BY JORM 141CROLAB • LEDAR RAPIDS AND ULS NOIIIL�, local annual gross revenues before computation of sums due the City is made. Payments due the City under the provisions of Subsection (3) above shall he computed annually as of December 31 for the preceding year and shall he paid simultaneously with the filing of annual reports required in Section 14-72 at the office of the City Clerk during his regular business hours. The payment period shall commence as of the effective date of the franchise. The City shall be furnished a statement with each payment, by a Certified Public Accountant, reflecting the total amounts of annual gross revenues, and the above charges, deductions and computations, for the annual payment period covered by the payment. (b) In the event that any payment is not made as required, interest on the amount due, as determined from the annual gross revenues as computed by a Certified Public Accountant, shall accrue from the date of the required submittal at an annual rate of twelve percent (12%). The percentages designated in this section may be amended no more than once each year by the City Council, consistent with increased costs for municpal facilities and supervision and applicable rules of other regulatory agencies. (5) Rights of Recomputation. No acceptance of any payment by the City shall be construed as a release or as an accord and satisfaction of any claim the City may have for further or additional sums payable as a franchise fee under this ordinance or for the performance of any other obligation of the Grantee. All amounts paid shall he subject to audit and recomputation by the City. 57. '. a. :41CROFILMED BY JORM MICR¢LAB CFMR RAPIDS • DES MOINES f- CiLR ALMLD BY JORM MICROLAB CEDAR RAPIDS AND uLS :'MhL�, .� I'll SECTION 14-74. LIABII,ITY AND INDEMNIFICATION (1) Indemnification of Franchise. It shall be expressly understood and agreed by and between the City and any Grantee hereunder that the Grantee shall save the City harmless from all loss sustained by the City on account of any suit, judgement, execution, claim or demand which the City may legally be required to pay as a result of the enactment of this ordinance and the award of a franchise thereunder, except as such suit, judgement, execution, claim or demand may arise from the process or action of selection of a Grantee or Grantees for award of a franchise as provided herein. (2) Indemnification of City in Franchise Operation. It shall be expressly understood and agreed by and between the City and any Grantee hereunder that the Grantee shall save the City and its agents and employees harmless from and against all claims, damages, losses, and i expenses, including attorney's fees sustained by the City on account of any suit, judgement, execution, claim or demand whatsoever arising out of the installation, operation or maintenance of the Broadband Telecommunications Network authorized herein, whether or not any act or omission complained of is authorized, allowed or prohibited by this ordinance and any franchise granted hereunder. This provision shall not apply to acts of the City, its agents or employees. (3) Reimbursement of Costs. The Grantee shall pay and by its acceptance of any franchise granted hereunder agrees that it will pay all expenses incurred by the City in defending itself with regard to all 52 141CROFILI4EO BY ' JORM MICR+LA9 C(t)AR RAPIDS • DES MOINES I1ILRUFILME0 BY JORM MIOROLAB • CEDAR RAPIDS AND OLS IMUINL�, iurir, damages and penalties mentioned in Subsections (1) and (2) above, except as such expenses may arise from the process (as above). These expenses shall Include all out—of—pocket expenses, such as consultant's or attorney' fees, and shall also include the reasonable value of any services rendered by the City Attorney or his/her staff or any other employee of the City. (4) Public Liability Insurance. The Grantee shall maintain and by its acceptance of any franchise granted hereunder agrees that it will maintain throughout the term of the franchise, any extensions Al thereto, or as required in Section 14-71(4) herein, a general comprehensive liability insurance policy naming as the additional insured the City, its officers, boards, commissions, agents and employees, in a company approved by the City Manager and in a form satisfactory to the City Manager, protecting the City and all persons against liability for loss or damage for personal injury, death or property damage, occasioned by the operations of Grantee under any franchise granted hereunder, in Use amounts of: (a) Five hundred thousand dollars ($500,000) for bodily injury or death to any one person, within the limit, however, of one million dollars ($1,000,000) for bodily injury or death resulting from any one accident, and (b) Five hundred thousand dollars ($500,000) for property damage resulting from any one accident. 53 tp._�to MICROFILMED BY JORM MICR+LAB CFDAR RAPIDS • DFS MOINES MICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND UES MuiliLj, w.,, (5) Notice of Cancel lntion or Rednct!on of Coverimc . 'rhe insurance policies mentioned above shall contain an endorsement stating that the policies are extended to cover the liability assumed by the Grantee under the terms of this ordinance and shall contain the following endorsement: It is hereby understood and agreed that this policy may not he cancelled nor the amonnl of coverage thereof reduced until thirty ('IG) days after receipt by the City Manager by registered mail of two (2) copies of a written notice of such intent to cancel or reduce the coverage. (6) Evidence of. Insurance piled With City Manager. All policies of insurance or certified copies thereof and written evidence of payment of required premiums, shallby filed and maintained with the City Manager during the term of any franchise granted here- under, or any renewal thereof:. (7) No Waiver of Performance Bond. Neither the provisions of this ordinance nor any tnsurnnce accepted by the City pursuant hereto, nor any damages recovered by the City thereunder, shall he construed to excuse faithful performance by the Grantee or limit the ltabi.li.ty of the Grantee under any franchise issued hereunder or for damages, either to the full amount of the bond or otherwise. M 141CR0FILMED BY a JORM MICR+LAB CEDAR RAPIDS • DES MOINES I MICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND UES MuiliLj, w.,, (5) Notice of Cancel lntion or Rednct!on of Coverimc . 'rhe insurance policies mentioned above shall contain an endorsement stating that the policies are extended to cover the liability assumed by the Grantee under the terms of this ordinance and shall contain the following endorsement: It is hereby understood and agreed that this policy may not he cancelled nor the amonnl of coverage thereof reduced until thirty ('IG) days after receipt by the City Manager by registered mail of two (2) copies of a written notice of such intent to cancel or reduce the coverage. (6) Evidence of. Insurance piled With City Manager. All policies of insurance or certified copies thereof and written evidence of payment of required premiums, shallby filed and maintained with the City Manager during the term of any franchise granted here- under, or any renewal thereof:. (7) No Waiver of Performance Bond. Neither the provisions of this ordinance nor any tnsurnnce accepted by the City pursuant hereto, nor any damages recovered by the City thereunder, shall he construed to excuse faithful performance by the Grantee or limit the ltabi.li.ty of the Grantee under any franchise issued hereunder or for damages, either to the full amount of the bond or otherwise. M 141CR0FILMED BY a JORM MICR+LAB CEDAR RAPIDS • DES MOINES r41CROFILMEO BY JORM MICROLAB CEDAR RADIUS AND ULS I•!UiI1L�, S EC'I'I ON 14. /',, BONDS (1) Proposal Bond. I?ach applicant fur a franchlsc hereunder shall submit a proposal bond In a form acceptable to the City Manager or a certified check on a hank that is a member of the Federal Deposit Insurance Corporation, payable to the order of the City in an amount of twenty—fLve thousand dollars ($25,000). Said bond shall remain in effect ontll such time as the applicant accepts the franchise and furnishes both the performance bond and the security fund as provided herein. (2) Performance Bond. The Grantee shall maintain, and by its acceptance of any franchise granted hereunder agrees that it will maintain through the term of the franchise, or any renewal or extension thereof or as required in Section 14.71(4), a faithful performance bond running to the City, with at least two good and sufficient sureties or other fLnancial gunrantles approved by the City Manager, in tite penal sum total of find hundred thousand dollars ($500,000) conditioned upon the faithful performance of the Grantee and upon the further condition that La tile_ event the Grantee shall fail to comply with any law, ordinance or regulation governing the franchise, there shall be recoverable jointly and severally from the principal and surety of the bond, any damages or loss suffered by the City as a result, including the full amount of any compensation, indemnification, or cost of removal or abandonment of any property of the Grantee, plus a reasonable allowance for attorney's fees and costs, up to the full amount of the bond. In addition, failure to meet construction deadlines as specL(Led In Section 14.80 unless exempted under the provisions of Section 14.80(6) shall result In forfeiture of said 55 141CRofILMED BY JORM MICR+LAB cEOAR RAPM . M MOINES MILROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES MUi;iL�, 6011(1 ur wlthd ra wal from t n• r; ec nr 11y fend as pr uvld is, In S0Ct I011 14.70(4) np to $IOU per day for ouch day beyond the construct ion de4it n ;Is cnmpcIIsatlon by way of Ii(plidated damages as a result of such failure. The bond shall contain the following endorsement: It Is hereby understood and agreed that this bond may not be cancelled nor the Intention not to renew be stated until thirty (30) days after receipt by the CLty Manager Of the City Of Iowa City, Iowa by registered mail of two (2) copies of a I written notice of. such Intent to cancel or not renew. (3) Forfeit of Proposal Bond, Should the applicant fail or refuse to accept a franchise hereunder or fail or refuse to furnish the Performance Bond as set forth herein within thirty (30) days after written notification of the award of a franchise by the City, said npplicant will be constdered to have abandoned Its proposal and the City shall enforce the proposal bond to accordance with Its terms or retain the proceeds of the cr.rtlfled check. (4) Security Fund (a) Within thirty (30) days after the avrtrd date of this franchise, the company shall deposit with the City Clerk the sum of: Thirty Thousand Dollars ($30,000) in montes or securities as security for the faithful performance by it of nil the provisions of this franchise, and compliance with all orders, permits and directions of any agency of the City having Jurisdiction over its acts or defaults under this contract, and the payment by the company of any claims, liens and taxes due the City which arise by reason of the construction, Operation or maintenance. 56 111CRoi-ILMED By JORM MICR#LAB CEOAR RAPIDS • DES MOINIS i MILROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES MUi;iL�, 6011(1 ur wlthd ra wal from t n• r; ec nr 11y fend as pr uvld is, In S0Ct I011 14.70(4) np to $IOU per day for ouch day beyond the construct ion de4it n ;Is cnmpcIIsatlon by way of Ii(plidated damages as a result of such failure. The bond shall contain the following endorsement: It Is hereby understood and agreed that this bond may not be cancelled nor the Intention not to renew be stated until thirty (30) days after receipt by the CLty Manager Of the City Of Iowa City, Iowa by registered mail of two (2) copies of a I written notice of. such Intent to cancel or not renew. (3) Forfeit of Proposal Bond, Should the applicant fail or refuse to accept a franchise hereunder or fail or refuse to furnish the Performance Bond as set forth herein within thirty (30) days after written notification of the award of a franchise by the City, said npplicant will be constdered to have abandoned Its proposal and the City shall enforce the proposal bond to accordance with Its terms or retain the proceeds of the cr.rtlfled check. (4) Security Fund (a) Within thirty (30) days after the avrtrd date of this franchise, the company shall deposit with the City Clerk the sum of: Thirty Thousand Dollars ($30,000) in montes or securities as security for the faithful performance by it of nil the provisions of this franchise, and compliance with all orders, permits and directions of any agency of the City having Jurisdiction over its acts or defaults under this contract, and the payment by the company of any claims, liens and taxes due the City which arise by reason of the construction, Operation or maintenance. 56 111CRoi-ILMED By JORM MICR#LAB CEOAR RAPIDS • DES MOINIS h1ICRUFILMED BY JORM MICROLAB CEDAR RAPIDS AND DLS PIUIIIL�, 'Jell' Of the system. Any munles deposited pursuant to this section shall he placed by the City Clerk in an interest hearing demand account at a bank or local savings institution agreeable to both parties. The Interest on this account will accrue to the benefit of the company. (b) Within ten (10) days after notice to it that any amount has been withdrawn from the security fund deposited pursuant to subsection (4)(a) of this section, the company shall pay to, or deposit with, the City Clerk a sum of money or securities sufficient to restore such security fund to the Original amount of ThLrty 'Thousand Dollars ($30,000). (c) if the company falls to pay to the city any cumpensatinn required pursuant to this ordinance within the time fixed herein; or, fails, after ten (10) days no[Lce to pay to the City any taxes due and unpaid; or, fails to repay to the City, within such ten (10) days, any damages, costs or expenses which the City shall he compelled to pay by reason of any act or default of the company in connection with this franchise; or, fails, after three (3) days notice of such failure by the Office of the City Manager, to comply with tiny provisions of this contract with the offLce of the City Manager reasonably determines can be remedied by an expenditure of the security, the City Clerk mny immediately withdraw the amount thereof, with interest and any penalties, from the security fund. Upon such withdrawal, the City Clerk shall notify the company of the amount and date thereof. 57 Ice MICROf ILMED DY 1 DORM MICR+LAB CEDAR P.APIDS • DES MOINES ,. i h1ICRUFILMED BY JORM MICROLAB CEDAR RAPIDS AND DLS PIUIIIL�, 'Jell' Of the system. Any munles deposited pursuant to this section shall he placed by the City Clerk in an interest hearing demand account at a bank or local savings institution agreeable to both parties. The Interest on this account will accrue to the benefit of the company. (b) Within ten (10) days after notice to it that any amount has been withdrawn from the security fund deposited pursuant to subsection (4)(a) of this section, the company shall pay to, or deposit with, the City Clerk a sum of money or securities sufficient to restore such security fund to the Original amount of ThLrty 'Thousand Dollars ($30,000). (c) if the company falls to pay to the city any cumpensatinn required pursuant to this ordinance within the time fixed herein; or, fails, after ten (10) days no[Lce to pay to the City any taxes due and unpaid; or, fails to repay to the City, within such ten (10) days, any damages, costs or expenses which the City shall he compelled to pay by reason of any act or default of the company in connection with this franchise; or, fails, after three (3) days notice of such failure by the Office of the City Manager, to comply with tiny provisions of this contract with the offLce of the City Manager reasonably determines can be remedied by an expenditure of the security, the City Clerk mny immediately withdraw the amount thereof, with interest and any penalties, from the security fund. Upon such withdrawal, the City Clerk shall notify the company of the amount and date thereof. 57 Ice MICROf ILMED DY 1 DORM MICR+LAB CEDAR P.APIDS • DES MOINES ,. IAILRUFILMEU BY JORM MICROLAB CEDAR RAPIDS AND ULS :4U!l,L,. luv+^ SECTION 14-76. FEES, RATES AND CHARGES (1) Charges for Services. All the following charges for services shall be subject to City Council approval, .in accordance with the schedule of charges contained in the Grantee's application for franchise, which schedule is incorporated herein by reference, and any modifications to such schedule that may result from a review requested by the City on its own motion or at the request of the Grantee. The charges shall he filed with the City and he in accordance with the requirements set forth in Subdivisions a through c of this subsection. (a) Basic .Services Charges. The Grantee may make a charge to subscribers, private or commercial, for installation and connection and reconnection to its Broadband Telecommuni- cations Network and a fixed monthly charge for "basic service" within the meaning of Section 14-61 of this ordinance. Installation charges shall not be charged where premises are already wired. (b) Buried Service Charge. In the event that a subscriber requests a buried service drop to his residence, the Grantee shall bury such drop upon the payment of such fee(s) that have been approved by the City Council. (c) Unusual Connections Charges. The Grantee may make a charge to subscribers for installation and connection to its network in addition to those charges set forth in Subdivision (a) above, where unusual circumstances exist, such as remote or relatively inaccessible subscriber locntions or for an antenna switching device. 59 MICROFILMED BY JORM MICR+LAE i CEDAR RAPIDS • DES MOINES I r11U2UFILMEU BY JORM MICROLAB CEDAR RAPIDS AND ULS i'IUINL�, ,Ue- (Z) Nutll'feat inn of (:11;1 _. Thr Granlro may e:;ta611s1i cluirgos for Its sery Lcrn not �;pecf flied in tinbsect Ion (1) ahovu, however, all such charges, incLIII ing but not 1Lnited to additional. service, leased channel, d1!;crcte channel, production and advertising rates, and the charge to all users of tiro access channels for reasonable product lot, and nriginatlmt costs, shall be mnda public and two (2) cop Les of the schedule of charges, as originally and thereafter modified, shall. lie filed with the City Clerk prLor to the cffectf.ve date of such changes. (3) All Rates to be Fair and Reasonable. All charges set by the Grantee for service shall he fair and reasonable and calculated to offset all necessary costs for provision of the service, including a fair rate of return on Its Investment devoted therein under effLclent and cronouitcal mann};omen[. (n) No Cons life rations Beyond schedule. The Grantee nhall receive no considerattnn whatsoever for or fit cnnnocttnn with a service to its subscribers other than what may have been FLLed with and/or approved by the City Ln accordance with this section. (b) Deposits on Advance payments to be Approved. The Grantee shall receive no deposit, advance payment or penalty from any subscriber or potentLal subscriber other than those esL•Ibli.shed In the schedule of charges previously filed with and/or ;gtproved by the city Counctl. GO ± MICROFILMED BY JORM MICR+LAE3 1 CEDAR RAPIDS • DES MONFS Y MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MUIhL�, iUvIA (c) Purchase of Convertor or Switch. In the event that a set cunvcrLur or cwlxi:tl switch or other appurtenant de_vLce is requl red to permlt snhscrlbers to receive_ "full network service", the Grantac shall give the subscriber the option of purchasing the convertor at a reasonable cost at the time of. initial Instal ]at Lon thereof, or of purchasing said convertor switch or other appurtenant device at the then prevailing Local Installment plan interest rate. The Grantee hereby agrees to allow the subscriber to provide a convertor, switch or other appurtenant device at it% subscrthor Lerminal, provided that such device meets with the approval of the Grantee. Such approvalshallnot be withheld if It is shown that such device dues not interfere with the operation of the Broadband 'Telecommunications Network. if the subscriber elects not to purchase or provide said convertor, switch or other appurtenant device, the Grantee may make an additionalcharge for the rental of such convertor, switch or other appurtenant device providing that the additional charge Ls In accordance with the schedule of charges contained in the Grantee's application for a franchise horonndar or hereafter shall he filen with and approved by the City. (d) Subscriber Refunds. If any suhscribor of the Grantee of less than thirty (30) days terminates service due to: 1. Grantee's failure to render service t» such subscriber of a type and quality provided for herein; 61 MICROFILMED BY 1 "�l JORM MICR+LAB CEDAR RAPIDS DES MOIRES 1 i MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS MUIhL�, iUvIA (c) Purchase of Convertor or Switch. In the event that a set cunvcrLur or cwlxi:tl switch or other appurtenant de_vLce is requl red to permlt snhscrlbers to receive_ "full network service", the Grantac shall give the subscriber the option of purchasing the convertor at a reasonable cost at the time of. initial Instal ]at Lon thereof, or of purchasing said convertor switch or other appurtenant device at the then prevailing Local Installment plan interest rate. The Grantee hereby agrees to allow the subscriber to provide a convertor, switch or other appurtenant device at it% subscrthor Lerminal, provided that such device meets with the approval of the Grantee. Such approvalshallnot be withheld if It is shown that such device dues not interfere with the operation of the Broadband 'Telecommunications Network. if the subscriber elects not to purchase or provide said convertor, switch or other appurtenant device, the Grantee may make an additionalcharge for the rental of such convertor, switch or other appurtenant device providing that the additional charge Ls In accordance with the schedule of charges contained in the Grantee's application for a franchise horonndar or hereafter shall he filen with and approved by the City. (d) Subscriber Refunds. If any suhscribor of the Grantee of less than thirty (30) days terminates service due to: 1. Grantee's failure to render service t» such subscriber of a type and quality provided for herein; 61 MICROFILMED BY 1 "�l JORM MICR+LAB CEDAR RAPIDS DES MOIRES hi1CROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS Nu INL�, Ue.. .1 2. 1f servlet to a :tuhscrLher is terminated by the Crantrn wl thou[ good cause; or ! 7. if the Crantec a;ases to operate the Broadband Tete- . communicattons Network authorized here Ln for any reason except termination or expiration of a franchise granted hereunder; the Grantee shall refund to such subscriber an amount equal to the monthly charge, installation and connection charge paid by such subscriber in accordance with the then existing schedule of charges. (e) Disconnection. There shall be no charge for disconnection of any installation or outlet. if any subscriber fails to pay a properly due monthly subscriber fee, or any other properly due fee or charge, the Grantee may disconnect the subscriber's service nutlet. Such disconnection shall not be effected until sixty (60) days after the due date of said delinquent fee or charge, or until ten (10) days after adequate written nntLce of the intent to disconnect has been delivered to the subscriber in question. Upon payment of charges due and the payment of a reconnection charge, if any, the Grantee shall promptly reinstate the subscriber's cable service after request by subscriber. 62 141CROFIL14ED BY JORM MICR#LAB CEOAR RAPIDS • DES MINES y i i i the Grantee shall refund to such subscriber an amount equal to the monthly charge, installation and connection charge paid by such subscriber in accordance with the then existing schedule of charges. (e) Disconnection. There shall be no charge for disconnection of any installation or outlet. if any subscriber fails to pay a properly due monthly subscriber fee, or any other properly due fee or charge, the Grantee may disconnect the subscriber's service nutlet. Such disconnection shall not be effected until sixty (60) days after the due date of said delinquent fee or charge, or until ten (10) days after adequate written nntLce of the intent to disconnect has been delivered to the subscriber in question. Upon payment of charges due and the payment of a reconnection charge, if any, the Grantee shall promptly reinstate the subscriber's cable service after request by subscriber. 62 141CROFIL14ED BY JORM MICR#LAB CEOAR RAPIDS • DES MINES MICROFW4ED BY JORM MICROLAD CEDAR RAPIDS AND UES MUINL:, .vi+.+ (4) Acceptance of City's Authority to Regulate Rates. The Grantee shall agree, and by its acceptance of a franchise, specifically agrees to be subject to the City, or other regulatory bodies, having competent jurisdiction to fix just, reasonable and compensatory rates. (5) Rates Subject to Other Regulations. The Grantee in submitting its request for approval of initial rates or any subsequent rates shall do so for all services to be performed to or for subscribers described in Subsection (1). If FCC Rules and Regulations, or any other applicable laws or regulations, shall subsequently determine thnt the City of Iowa City has jurisdiction over other services or service to be offered of performed, said rates shall be subject to approval by the City at that time. (6) Reduction of Fees. If during the term of any franchise or renewal thereof granted hereunder the Grantee receives refunds, or if the cost of operation to the Grantee is reduced as a result of an order of any regulatory body having competent jurisdiction; the Grantee shall pass on to its subscribers on a prorated basis any such savings or reduced costs on a basis to be determined by the City Council. (7) Rate Change Procedures. (a) Freeze on Initial Rates. The Grantee shall not file an application for an increase in fees, rates or charges until twenty—four (24) months have expired from the time 63 141CROMMEO BY DORM MICR+LAB Cf MR P.APIDS • DCS MOINES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND OLS HUINLI , the Grantee has been determined to have commenced operation or from date fr+InchLse Ls granted, whLchever Ls later, except to seek relief from the imposition of any Federal, State or local taxes, or other legally imposed fees not contemplated in the original rate determinations. (h) I.imitatLon on Application for Increase in Rates. The Grantee shall not file more than one (1) application for an increase in fees, rates or charges during any calendar year except to seek relief from the imposition of Federal, State or local taxes, or other legally imposed fees not contemplated in the most recent rate determination. (c) Review of Rates. The Broadband Telecommunications Com— mission shall review the Grantee's schedule of fees, rates or charges upon application by the Grantee as herein provided, or at any time on its own motion. The commission shall submit such schedule and any contemplated modifications thereof, together with its recommendtions, to the City Council as expressed in such a resolution. The City Council may reduce, or increase such fees, rates or charges adopted for this purpose and no change in the Grantee's schedule of fees, rates or charges shall be effective without prior action of the Commission and the approval of the Council. 64 MICROFILMED BY JORM MICR+LAB CEDAR RAPIDS • DES MOIRES 1 MICROFILMED BY JORM MICROLAB • CEDAR RAPIDS AND DES HWNL�, Uel� No such resolution shall be adopted without prior public notice and opportunity for all interested members of the public, including the Grantee, to be heard, subject to the i procedures set forth in Section (3) hereof. No change in rates shall take effect until thirty (30) days after the approval of the rates by the City Council. (d) Documentation of. Request for Increase. Any increase requests, in addition to other factors described in this section, shall he supported by a showing; of increased costs for the existing services or proposed services, and shall he filed in two (2) copies with the City Clerk. If a Grantee requests a change, it shall present In detail in writing the statistical basis, in addition to other require— ments as set out in this section, for the proposed fee change at least ninety (90) days prior to the proposed effective date. (e) Records to be Made Available. In addition, for the purposes of determining the reasonableness of Grantee fees, rates, or charges, all such Information, in accordance with the provisions of Section 14-78(8), shall. he made available to the City. (f) Notification of Changes in Regulatory Fees. The Grantee shall provide written notification to the City Council of any changes received in regulatory fees payable by it to any other agency having regulatory jurisdiction over the Grantee. 65 MICROFILMED BY JORM MICR+LAB CFDRR RAPIDS • DES MORIES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS r'iU1NLj, .U,.. SECTION 14-77. EDUCATLON AND GOVRRNMF.T CONNECTION TO BROADBAND TELI4COMMUNICATIONS NETWORK The Grantee shall provide upon request within the City one connection and monthly service for "basic service" to such public, parochial and nonprofit private schools, the University of Iowa, City and other government buildings and other agencies, provided that such designated locations are within three hundred (300) feet of any network cable route. Initial installation shall be without charge. The rates for monthly service shall be designated by the Grantee in its proposal and negotLated with each such entity. The Grantee may charge for any excess footage on the basis of time and material for any such locations beyond the three, hundred (300) foot limitation if such connection is designated by the City. The City reserves the right for itself and the above entities at their individual expense, to extend service to as many areas within such schools, buildings and agencies as it deems desirable without payment of any additional installation fee to Grantee. All such extensions, however, shall be accomplished in such a way so as not to interfere with the operation of the Broadband Telecommunications Network. 66 141CROFIL14ED BY JORM MICR+LAE3 CEDAR RAPIDS • DCS MOINES 141CkUFILMEO BY JORM MICROLAS • CEDAR RAPIDS MID UES MUINL:,, iU-1 SECTION 14-78. K%'r1•'NSLON OP N17fWORK (1) Extension Across City Boundaries. Before any subscriber located in a community other than the City of Iowa City or University of. Iowa is allowed to connect to the Broadband Telecommunications Network, the Grantee shall he capable of furnishing service to a "substantially completed" system for Iowa City residents unless a waiver of this section has been granted by the City Council of the City of Iowa City, Iowa. A written waiver request must be made thirty (30) days before, requesting an appearance before the City Council. Such waiver request shall clearly state the potential impact of such occurrence on the operations and finances of the Grantee, the costs of such an extension and who is to bear such costs, and any anticipated interconnection with such institutions, as defined in Section 14-77 within the area to he served by such network extension. If permission is granted by other jurisdictions the Grantee shall be required to extend the network or cooperate with other Grantees in those jurisdictions to provide service to institutions listed in Section 14-80 of this ordinnnce. (2) Extension of Network Within City Boundaries. (a) Conditions of Required Extension. The Grantee shall at its expense within a reasonable amount of time extend its 67 I 141CROl ILREO BY }� JORM MICR+LAB f,EMR RAPIM • M MOVES PAILRUfILMEU BY JORM MICROLAB CEDAR RAPIDS AND ULS AUINL., 1U611 Broadband 'relecommunLcattons Network so as to provide full network scrvlce to all reH Ldents of; L. Newly annexed areas of the City not then served by a Broadband Telecommunications Network, or 2. New housing areas developed wLthin the City limits, or 3. Any resident dwelling within the City limits and two hundred (200) feet of existing network. (b) Extension Policy. The Grantee shall file with the City Clerk two (2) copies of its extension policy for potential subscribers dwelling beyond two hundred (200) feet from the nearest point of the existing network but within the City limits. Such policy must be approved by the City and the Grantee shall not make, or refuse to make, any extension except as permitted by this approved policy. (c) Disputes. The commission shall, upon petition, conduct a public hearing, and make a final determination concerning any disputes arising from the extension of the network as stated herein. t 141CROFILMED BY ; JORM MICR+LAB I CEDAR RAPIDS • DES MOINES I j i i I PAILRUfILMEU BY JORM MICROLAB CEDAR RAPIDS AND ULS AUINL., 1U611 Broadband 'relecommunLcattons Network so as to provide full network scrvlce to all reH Ldents of; L. Newly annexed areas of the City not then served by a Broadband Telecommunications Network, or 2. New housing areas developed wLthin the City limits, or 3. Any resident dwelling within the City limits and two hundred (200) feet of existing network. (b) Extension Policy. The Grantee shall file with the City Clerk two (2) copies of its extension policy for potential subscribers dwelling beyond two hundred (200) feet from the nearest point of the existing network but within the City limits. Such policy must be approved by the City and the Grantee shall not make, or refuse to make, any extension except as permitted by this approved policy. (c) Disputes. The commission shall, upon petition, conduct a public hearing, and make a final determination concerning any disputes arising from the extension of the network as stated herein. t 141CROFILMED BY ; JORM MICR+LAB I CEDAR RAPIDS • DES MOINES I MICROFILMLU BY JORM MICROLAB CEDAR RAPIDS AND ULS hIUIUi , l'J1111 SECTION 14-79. CONSTRUCTION TIMETABLE (1) permit Application. It Is hereby deemed In the public Interest that the system be extended as rapLdly as possible to all I residents within the City. Within ninety (90) days of the effective date of a fr:nchLse granted hereunder, the Grantee shall file with the appropriate authorities and utilities all initial papers and applications necessary to comply with the terms of this ordinance, including the application for franchise and any additions or amendments thereto and shall thereafter diligently pursue all such applications. After the Grantee has diligently pursued the acquisition of necessary pole attachment contracts, or other necessary easements, and where such necessary contracts have not been executed or easements obtained after a reasonable period of time as determined by the City, the City may at its dLscretion, provide assistance to Insure the extension of the system to all reaLdents. (2) Commencement of Construct Lon. Within one hundred eighty (180) days of the effective date of FCC certification, the Grantee shall initiate construction and installation of the Broadband Telecommunications Network. Such construction and installation shall be pursued with reasonable diligence. (3) Commencement of Operation. Within twelve (12) months of the effective date of. FCC certification, the Grantee shall "commence operation" within the meaning set forth In Section 14-61 of this ordinance. 69 I41CRORILMED BY JORM MICR+LAB CFDRR RARI04 • PES M014IS 111Ui0FILMED BY JORM MICROLAB CEDAR RAPIDS AND UL:) .1U1liL',, ivnn (4) Substantial Com letion of Construction. Within twenty-four (24) months of the effective date of FCC certification, the Grantee shall have "substantLally completed" construction of the "service area" within the meaning set forth in Section 14- 61 of this ordinance. (5) Provision of Basic Service. Within thirty-six (76) months of the effective date of FCC certification, the Grantee shall have placed In use sufficient distribution facilities so as to offer basic service to one hundred percent (100%) of the dwelling units in the service area, to which access is legally and reasonably available. (6) Delays and Extension of Time. The City Council may in its discretion extend the time for Grantee, acting in good faith, to perform any act required hereunder. The time for performance Shall he extended or excused, as the case may be, for any period during which Grantee demonstrates to the satisfaction of the City Council that Grantee is being subjected to delay or interruption due to any of the following circumstances if reasonably beyond its control: (a) Necessary utility rearrangements, pole change -outs or obtainment of easement rights (b) Governmental or regulatory restrictions (c) Labor strikes 70 141CROFILMED BY �I 1 JORM MICR+LAB i MAR RAMS -DES MOVIES I;IICROFILMEO BY JORM MICROLAB CEDAR RAPiOS AND OLS P1UliiL:,, ,u..,. (d) Lock outs (e) i (f) j (g) Fire I;IICROFILMEO BY JORM MICROLAB CEDAR RAPiOS AND OLS P1UliiL:,, ,u..,. (d) Lock outs (e) liar (f) National emergencies (g) Fire (h) Acts of God. (7) If FCC certification is not required for a franchise granted under this ordinance., all time periods specified in subsections (2), (3), (4)1, and (5) of this section shall commence with the effective date of the franchise granted hereunder. 71 T! `� MICROFILMED BY DORM MICR+L-A6 { I CEDAR RAPIDS • Des MINES I.IICROFlL1'1ED BY JORM MICROLAB CEDAR RAPIUS AND UL I•IU::� .0". SECTION 14-80. NI•NORK DESCRIPTION (1) System Bandwidth Capability. The Grantee shall install a cable network according to the following specifications: Initial system designed to a capacity equivalent to a minimum of. thirty-five (35) forward 6 MHz channels and four (4) return 6 MHz channels. Capacity shall he increased as demand for additional channel utilization exceeds this minimum. The Grantee at its option may provide for this increased capacity at the time of initial construction. Whenever a reverse or feedback circuit is routed from a subscriber's premises, it shall be connected so as to permit subscriber notifica- tion and subscriber controlled deactivation. As total bi-directional capacity is of a great deal of interest to the City, applicants for a franchise hereunder may propose greater channel capacities and more sophisticated two way capabilities than the minimums set forth herein. However, such proposal shall describe the particular community needs to be served thereby and shall detail, as part of the financial projection and support required in Section 14-69(1) the associated costs and revenues. (2) System Configuration. The Grantee shall design and construct the network in a "hub configuration" in such a way as to provide maximum flexibility, and to service the University of Iowa and other areas. (3) Grantee shall submit proposals to accommodate originator and experi- mental needs from the following locations as may be designated by the City: 72 NICROPILMCO BY I JORM MICR+LAB MAR RAPIDS • niS MOINES Kr a141CROFIL14ED BY ' JORM MICR+LAB ! t CCDAR RAPIDS DCS MOINES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES ;lui;iLd. JAS, SECTION 14-81. NFrWORK TECHNICAL RF.QUIREMEN'rs (l) General Requtrr_ments. Each Ilrnadband Telecommun [cat tons Network must be so designed, Installed and operated as to meet the following general requirements: (a) Capable of continuous twenty-four (24) hours daily operation; (b) Capable of operating over an outdoor temperature range of -40 degrees Fahrenheit to +140 degrees Fahrenheit without catastrophic failure or irreversible performance changes over variations in supply voltages from 105 to 130 volts AC; (c) Capable of meeting all specifications set forth herein over an outdoor temperature range of -10 degrees Fahrenheit to +100 degrees Fahrenheit over variations in supply voltages from 105 to 130 volts AC; (d) Operated in such a manner as to avoid causing interference with reception of off -the -air signals by nonsubscribers to the cable system; (e), Designed, installed and operated so as to comply with all applicable rules and regulations promulgated by the Federal Communications Commission; (f) Designed, installed and operated so as to assure the delivery to all subscribers of standard color and monochrome signals on the FCC --designated Class i cable television channels without noticeable picture degradation or visible evidence of color distortion or other forms of interference directly attributable to the performance of the Broadband Telecommunications Network. 74 �r. NICROf MED BY t DORM MICR+LA6 CEDAR RAPIDS • OES MO110 MILRUFILMED BY JORM MICROLAB CEDAR RAPIOS AND UES i'11JINLI, .Jrv., I (2) Class I Channel performance Requlrements. The following; requirements apply to system perfurm:lnce nn the FCC-dusl{;nntrd Class I cilblc television channels as measured at any subscriber terminal. with a matched termination: (a) the signal level as measured at the visual carrier frequency for each cable television channel shall not be less than 1,000 (microvolts) across a 75 ohm terminating impedance. The aural carrier level shall be maintained between 13 and 17 decibels below its associated visual carrier level. (b) The visual carrier signal level on each television channel shall be maintained within: 1. Twelve (12) decibels above its minimum value; and 2. Three (3) decibels of the signal level of any visual carrier within six (6) MHz nominal frequency separation; and 3. Twelve (12) decibels of the visual carrier signal level on any other cable television channel, (c) Broadband Telecommunications Network frequency response as measured at any subscriber terminal shall not vary by more than +two (2) db over the six (6) Milz bandwidth of. any VIIF television channel or corresponding portion of the FM or midhand frequency spectrums. (d) The corrected ratio of visual signal level to system nnLse shall not be less than forty-two (42) decibels, This require- ment is applicable only to the following signals: 75 20rIL11ED 6Y I � JORM MICR+LA9 i CEDAR RAPIDS • DES WINES ^I i i I I MILRUFILMED BY JORM MICROLAB CEDAR RAPIOS AND UES i'11JINLI, .Jrv., I (2) Class I Channel performance Requlrements. The following; requirements apply to system perfurm:lnce nn the FCC-dusl{;nntrd Class I cilblc television channels as measured at any subscriber terminal. with a matched termination: (a) the signal level as measured at the visual carrier frequency for each cable television channel shall not be less than 1,000 (microvolts) across a 75 ohm terminating impedance. The aural carrier level shall be maintained between 13 and 17 decibels below its associated visual carrier level. (b) The visual carrier signal level on each television channel shall be maintained within: 1. Twelve (12) decibels above its minimum value; and 2. Three (3) decibels of the signal level of any visual carrier within six (6) MHz nominal frequency separation; and 3. Twelve (12) decibels of the visual carrier signal level on any other cable television channel, (c) Broadband Telecommunications Network frequency response as measured at any subscriber terminal shall not vary by more than +two (2) db over the six (6) Milz bandwidth of. any VIIF television channel or corresponding portion of the FM or midhand frequency spectrums. (d) The corrected ratio of visual signal level to system nnLse shall not be less than forty-two (42) decibels, This require- ment is applicable only to the following signals: 75 20rIL11ED 6Y I � JORM MICR+LA9 i CEDAR RAPIDS • DES WINES MII.ROf ILMD) BY JORM MICROLAB CLOAR RADIOS AND uLS ?Iul:iL:-, .w.,, I. K;ich off -air sIgnaI varrIed by a Broadband Telecommunt- cations Network serving subscribers within the Grade B contour for that signal; or 2. Each off -air signal which is first picked up within its Grade B contour; or 3. Each off -air signal which is received by the cable system via microwave or other similar form of transmission. (e) Cross -modulation as measured at any visual carrier frequency from the cable system input to any subscriber terminal shall not exceed -48 db (as defined by NCCA Standard 002.0267) measured at approximately +70 degrees Fahrenheit. (f) The ratio of visual carrier signal level to the RMS amplitude of any coherent disturbances such as intermodulat Lon products, system generated or induced co -channel signals or discrete frequency interferring signals shall not be less than forty-six (46) decibels except for officially assigned offset carriers for which it shall not be less than thirty-six (36) decibels. (g) The terminal isolation between subscribers shall not be less than twenty (20) decibels except that the isolation between multi. -terminals of one subscriber shall not be less than eighteen (18) decibels. (h) The hum modulation as measured over the usable frequency bandwidth from Broadband Telecommunications Network input to any subscriber terminal shall not exceed three percent (3%). The percent of hum modulation is defined as the ratio expressed in percent of the average level of the detected signal to one- half (li) the indicated peak AC hum. 76 141CRONUIED BY JORM MICR#LAB CEDAR RAPIDS • DES MO1RE5 MICROFILMLD BY JORM MICROLAB CEDAR RAPIDS AND oLb MUIP+u , !J++11 (i) Radiation from a cable Ielevlsion system shall he in accordance 77 141CROFILMED BY c � i JORM MICR+LAB CEOAR RAPIDS - OES MOINES with the limits set forth In Part 76, Section 76.605(x)(12) of the FCC Rules and Regulations. (3) Standards Modified Where Necessary. Notwithstanding the fact that the network may be In compliance with all the standards set forth herein, the City may require a higher level of performance in any area to resolve signal quality or interference problems. . (4) Specifications for Additional Channels to be Submitted. Proposed specifications for FCC designated Class II, III, and IV channels - shall he submitted by the Grantee to and approved by the City as the use of these channels is implemented. i (5) Interconnection With Redistribution Systems. A Grantee shall not interconnect with any distribution or redistribution system that does not meet or exceed the technical standards of any system operated under this ordinance. 77 141CROFILMED BY c � i JORM MICR+LAB CEOAR RAPIDS - OES MOINES 1.11tkOFILMED BY JORM MICROLAB • CEDAR RAPIDS AND UES MuIlit," iun, i� ti I•:CI'IUN 14-82. PERF111 MANOR MI•.ASIMINFu-I'S ('I) Ceneral Requircmonts, Test procedures used in verification (IF the performance criteria sot forth herein shall he in accordance wLth good engineerinl; practLce. The test procedures spucifierl in sub- section (2) of thLs section are designed as n gaido and should he made under conditions which reflect system performance durLng normal system operati.ons• As there is more than one tochnLcally acceptable method For performing; many of the measnrements, tilt' Lechniquc and ngnipment ntili•r.cd Ln '.Heli case If different from those set Furth below shall he felly d"scribcd in the anneal certificate filed with ,e. the City. (2) Measoremo_nts Procedures. All measurements shall he made from the "hend end" of the Broadband Telecommunications Network to at i least three (3) subscriber locations in each "local distrLhotion system" nt least two (2) of which shall be "worst case" locations (systom (extremities), Measoroments shall 110 made at 75 ohms with tilt' loss or the sot transformer Indicated where nppllcahie for each test location. The measnrements are to be made as follows: (a) Network frequency response measurements may he made with a calibrated signal generator, variable atteanntor and it frequency selective voltmeter (if an accurately calibrated field strength meter is used for the measurements, its date of calibration sha11 be indi.ented an the technical measurement certificate filed with LIM City), All television signals except for ALC, ACC, or ASC pilot carriers may be disconnected during this 78 7•IICROFILMEO BY JORM MICR#LAB CEDAR RAPIDS • RES MOINES MiLROFILMED BY DORM MICROLAB CEDAR RAPIDS AND ULS AUIINL�, :w-11 test. With all automat Le gain control amplifiers in the seer inn under test set to tholr normal oporatIng mode, the s lgnaI gone rnf or shall 1- conneel ed in the Input of the Broad- band Telecommunications Network rind set for a CW signal ;it the desired frequency and at the level normally present at that frequency and location. With the meter and variable attenuator connected in series to the subscriber terminal under test, the signal level shall he me.isured and recorded. Mensuremmlt shall then IW made in a shnlInr nclnner for all video carrier frequencies on the network at the levels normally carrLed on the network. (b) Network signal-to-noise measurements may he made in accordance with NOTA Standard 005.0669 or with a calibrated signal generator and frequency selective voltmeter connected ns described in Subdivision (a) nbove. The signal generator shall be tuned, in turn, to the visual carrier frequency of each FCC -designated Class I cable television channel and the signal level nt the subscrLber terminal recorded. The meter should then be tuned to a frequency 2.5 MHz above the visual carrier frequency of each channel described above and wLth the signal generator disabled, the indicated noise level recorded and corrected by an approprinte factor representing, the ratio of 4 MHz to the nnise bandwidth of the frequency selective voltmeter, (c) The network cross -modulation measurement shall be performed in accordance with NCCA Standard 002.0267. (d) The amplitude of the discrete frequency interferences within a cable television channel irony be determined with a frequency solective voltmeter, calibrated for adequate accuracy. 79 MICROFILMED BY JORM MICR+LAB CEDAR RAPIDS • DCS MOINES MILRUFILMED BY JORM 141CROLAB CEDAR RAPIDS AND ULS MUlllL�, !w.., (e) The terminal isolation between any two subscriber terminals may he measured by applying; a signal of predetermined amplitude from a signal genorator to one terminal in the reverse direction and measuring the amplltode of that signal at the other terminal with a frequency selective voltmeter. (f) The system hum modulation may be measured at each visual carrier frequency on the system using a calibrated signal generator, a detector and an oscilloscope. The signal generator shallhe connected, and the level and frequency set at a predetermined mode with all other channels set at their normal levels. With the detector and oscilloscope connected to the subscriber terminal, the average level of the detected signal and the peak -to -peak AC hum will be indicated on the oscilloscope. The percent of hum modulation for this purpose is defined as the ratio, expressed in percent, of the average level of the detected signal to one-half (!1) of the indicated peak -to -peak AC hum. (g)' Radiation measurements shall he made In accordance with the procedures established in Part 76, Section 76.609(b)(1) - (b)(5) of the FCC Rules and Regulations. (3) Additional Tests and Inspection. The City reserves the right to: (a) Require additional tests for cause at specific terminal locations at expense of the Grantee and (b)' Conduct its own inspections of the Broadbnnd Telecommunications Network on its own motion at any time during normal business hours with reasonable advance notice. RM 141CROFILMED BY i JORM MICR+LA6 CEDAP RAPIDS • DES MOINES M 141CROFILMED BY JORM MICR+LAB ; EFOAR RAPIDS • PES MOINES I•IILRUFIL;4LD BY JORM MICROLAB CLOAk RAPIUS AND ULS MUiliu, ,U.... Sli(YI'LON 14-83. CHANNELS To BE PROVIDED (1) Public Access Channel. The Grantee shall provide at least one dedicated, noncommercial public access channel, associated production equipment and necessary staff production assistance to be made available for the first five (5) minutes of live production to the public at no charge on a first come - first served nondiscriminatory basis. flours of availability for use of such channel shall be specified in the application for franchise. The Grantee shall regularly make information available to the public on the availability of the access channels with their monthly billing. The Grantee shall, in cooperation with the Commission, draft rules for the utilization of access channels. Such rules shall be placed on file with the City Clerk. Except as specified by the FCC, the Grantee shall not censor any programming on the access channels. (2) Education and Government Access Channels. The Grantee shall in addition to Subsection (1) above provide at least one (1) additional channel, for educational and for governmental use. There shall he no charge made to users of these channels by the Grantee, unless this practice is specifically prohibited by FCC Regulations. Any required charges shall he in accordance with a schedule of charges filed and maintained with the City Clerk and approved by the City Council. The Grantee, in cooperation with the Commission, shall draft rules governing use of these channels. Such rules shall be placed on file with the City Clerk. M 4>' t �_ 7 NICRDPI LI4ED 6Y •.� 1 i JORM MICR+LAE3 MAR RAPIDS • DB 1401NES 14ILROFILME0 BY JORM 141CROLAB • LEUAR RAP IUS ANU uL, 'MU1,IL , .u001 (3) University of Iowa Channels. The Grantee shall provide at least one dedicated channel For the exclusive use of the University of. Iowa at the university's discretlon. Use of tills channel will. he either (a) at na charge, and operated under rules for educational access or (b) operated under a leased channel agreement negotiated with the Grantee. (4) Additional Channels. Whenever any of the channels as set forth in Subsections one (1), two (2) or three (3) are in use during 80% of I the weekdays (Monday through Friday) for 80% of the time during any consecutive three hour period for six consecutive weeks, the Grantee shall make an additional channel available for the same purpose. (5) Production Costs on Access Channels. The Grantee shall not be I responsible for the production costs of programs prepared for transmission (other than for brief live studio presentations not i exceeding five (5) minutes) over the channels as set forth in Subsection (1) above other than as the Grantee may elect to do so. A schedule of rates for production and origination charges shall be filed with the City Clerk. Such rates shall reflect actual cost incurred by the Grantee. However, there shall be no charges or fees for play back of pre—recorded material on the public access channel. (6) Leased Access Channel. The Grantee shall maintain at least one specifically designated channel for lensed access uses. In addition, other portions of its nonbroadcast bandwidth, Including unused �*Q T—.MICROFILMED BY JORM MICR+LABS OrDAR RAPIDS IES MOVIES .. MILROFILMED BY JORM MICROLAB LEDAk RAPIDS AND ULA AUifiLj, tue— portions of the specially designated channels, shall be available for leased uses. On at least one of the leased channels, priority shall he given to part-time users. (7) Local Origination Channel. The Crantee shall provide at least one chnnnel fully devoted to local origination programming. The Grantee shall., in determining the use of this channel., consider any recommen- datLons of the commission and general public. (8) Time and Weather Programming. The Grantee shall provide time and weather programming. (9) Television Broadcast Signal Carriage. The Grantee shall carry those television broadcast signals which are in accordance with Part 76, Section 76.63 of the FCC Rules and Regulations. 'rhe provision of additional television broadcast signals as provided for in Part 76, Section 76.63(x) shall also be required. The City is also interested in at least one additional television station broadcasting predominately in n non-English language. (10) FM Signal Carriage. In addition to the television signals set forth in Subsection 10 above the Grantee shall carry as a minimum the FM radio stations whose normal broadcast ranges fall within the City limits and nll carrier current stations originating within .Johnson County. If the Grantee elects to carry any AM station, all AM stations licensed to Iowa City must therefore be carried. In addition, the Grantee shall provide for inclusion of a leased audio channel services according to their adopted rate schedule. GLI AICAOrILMEo BY a DORM MICR+LAB CEPAP PAPIPS • !KS MOHIrS I MILROFILMED BY JORM MICROLAB LEDAk RAPIDS AND ULA AUifiLj, tue— portions of the specially designated channels, shall be available for leased uses. On at least one of the leased channels, priority shall he given to part-time users. (7) Local Origination Channel. The Crantee shall provide at least one chnnnel fully devoted to local origination programming. The Grantee shall., in determining the use of this channel., consider any recommen- datLons of the commission and general public. (8) Time and Weather Programming. The Grantee shall provide time and weather programming. (9) Television Broadcast Signal Carriage. The Grantee shall carry those television broadcast signals which are in accordance with Part 76, Section 76.63 of the FCC Rules and Regulations. 'rhe provision of additional television broadcast signals as provided for in Part 76, Section 76.63(x) shall also be required. The City is also interested in at least one additional television station broadcasting predominately in n non-English language. (10) FM Signal Carriage. In addition to the television signals set forth in Subsection 10 above the Grantee shall carry as a minimum the FM radio stations whose normal broadcast ranges fall within the City limits and nll carrier current stations originating within .Johnson County. If the Grantee elects to carry any AM station, all AM stations licensed to Iowa City must therefore be carried. In addition, the Grantee shall provide for inclusion of a leased audio channel services according to their adopted rate schedule. GLI AICAOrILMEo BY a DORM MICR+LAB CEPAP PAPIPS • !KS MOHIrS 191OZOF ILMED BY JDRM 141CROLAB CEDAR RAHOS AND UES hlUiliLO, (11) Basic Service. Channels to he included on the first 12 channels not requiring a convertor or other such appurtenance shall include: all television signals described in subsections one (1), two (2), three (3), seven (7) and nine (9) of this section. As the maximized use of the total channel capacity is of a great deal of interest to the city, applicants for a franchise hereunder may submit proposals to utilize channels beyond the basic twelve (12). Such a proposal may include the use of convertors at no additional charge to subscribers. (12) Emergency Alert override. The Grantee shall incorporate into its facilities the capability for an emergency override audio alert whereby a designee of the City, in times of crisis, may introduce an audio message on all Broadband Telecommunications Network appropriate channels simultaneously. The Grantee shall provide, in a location to he designated by the City, all equipment necessary for use of the emergency alert system. I 141CROFILMED By t I .IORM MICR+LAB CEDAR RAPIDS • OES MOINES I t 191OZOF ILMED BY JDRM 141CROLAB CEDAR RAHOS AND UES hlUiliLO, (11) Basic Service. Channels to he included on the first 12 channels not requiring a convertor or other such appurtenance shall include: all television signals described in subsections one (1), two (2), three (3), seven (7) and nine (9) of this section. As the maximized use of the total channel capacity is of a great deal of interest to the city, applicants for a franchise hereunder may submit proposals to utilize channels beyond the basic twelve (12). Such a proposal may include the use of convertors at no additional charge to subscribers. (12) Emergency Alert override. The Grantee shall incorporate into its facilities the capability for an emergency override audio alert whereby a designee of the City, in times of crisis, may introduce an audio message on all Broadband Telecommunications Network appropriate channels simultaneously. The Grantee shall provide, in a location to he designated by the City, all equipment necessary for use of the emergency alert system. I 141CROFILMED By t I .IORM MICR+LAB CEDAR RAPIDS • OES MOINES I MICROH LMED BY JORM MICROLAB • CEDAR RAPIDS AND UL5 HUI:iL:, :UW, SECTION 14-84. CONSTRUCTION S'T'ANDARDS (1) Compliance Wlth Snfety Cullen. All cnnstruc(Lon practices nhalI lie in accordance with nlI app Ilcnble sectlons of [he Occupational Safety and Ilealth Act of 1970 and any amendments thereto as well as all State and local codes where applicable. (2) Compliance With Electrical Codes. All installation of electronic equipment shall he of a permanent nature, durable and installed in accordance with the applicable sections of the municipal electrical ordinance and all. State and local codes where applicable. (3) Antennas and 'Powers. Antenna supporting structures (towers) shall he designed for the proper loading zone as specified in Electronics Industry Association's R.S.-22A Specifications. (4) Compliance With Aviation Requirements. Antenna supporting structures (towers) shall be painted, lighted, erected and maintained in accordance with all applicable rules and regulations of the Federal Aeronautical Agency, the State Aeronautics Board governing the erection and operation of supporting structures or television towers, and all other applicable local or State codes and regulations. I MICRUILMED BY ,•� JORM MICR#LAB MAP RAPIDS • DB MOINES I i i i MICROH LMED BY JORM MICROLAB • CEDAR RAPIDS AND UL5 HUI:iL:, :UW, SECTION 14-84. CONSTRUCTION S'T'ANDARDS (1) Compliance Wlth Snfety Cullen. All cnnstruc(Lon practices nhalI lie in accordance with nlI app Ilcnble sectlons of [he Occupational Safety and Ilealth Act of 1970 and any amendments thereto as well as all State and local codes where applicable. (2) Compliance With Electrical Codes. All installation of electronic equipment shall he of a permanent nature, durable and installed in accordance with the applicable sections of the municipal electrical ordinance and all. State and local codes where applicable. (3) Antennas and 'Powers. Antenna supporting structures (towers) shall he designed for the proper loading zone as specified in Electronics Industry Association's R.S.-22A Specifications. (4) Compliance With Aviation Requirements. Antenna supporting structures (towers) shall be painted, lighted, erected and maintained in accordance with all applicable rules and regulations of the Federal Aeronautical Agency, the State Aeronautics Board governing the erection and operation of supporting structures or television towers, and all other applicable local or State codes and regulations. I MICRUILMED BY ,•� JORM MICR#LAB MAP RAPIDS • DB MOINES 141CROFILMED BY JORM MICROLAB CLUAR RAPIDS ANU uLS :'IU11+L,, .� SECTION 14-85. CONUlr1ONS OF STREET OCCUPANCY (1) Approval of. Proposed Construction. A Grantee shall first obtain the approval of the City prior to commencing construction on the streets, alleys, public grounds or places of the City. Applications for approval of construction shall he in a form provided by the City. (2) Excavation Permits. A Grantee shall not open or disturb the surface of any street, sidewalk, driveway, or public place for any purpose without first having obtained a permit to do so in the manner provided by ordinance. (3) Changes Required by Public Improvements. A Grantee shall, nt its expense, protect, support, temporarily disconnect, relocate in other public place, any property of the Grant._- when required by the City by reason of traffic conditions, public safety, street vacation, street construction, change or establishment of street grade, installation of sewers, drains, water pipes, City -owned power or signal lines, and tracts or any other type of structure or improvement by public agencies. (4) Use of Existing Poles or Conduits. Nothing in this ordinance or any franchise granted hereunder, shall authorize the Grantee to erect and maintain in the City, new poles where existing poles are servicing the area. The Grantee shall require permission from the City before erecting any new poles, underground conduit or appurtenances where none exist at the time the Grantee seeks to install its network. 87 1 MICROFILMED BY JORM MICR6LAB r.FOAR RAPIDS • nF.S MOINES f, 141CROFILMED BY JORM MICROLAB CLUAR RAPIDS ANU uLS :'IU11+L,, .� SECTION 14-85. CONUlr1ONS OF STREET OCCUPANCY (1) Approval of. Proposed Construction. A Grantee shall first obtain the approval of the City prior to commencing construction on the streets, alleys, public grounds or places of the City. Applications for approval of construction shall he in a form provided by the City. (2) Excavation Permits. A Grantee shall not open or disturb the surface of any street, sidewalk, driveway, or public place for any purpose without first having obtained a permit to do so in the manner provided by ordinance. (3) Changes Required by Public Improvements. A Grantee shall, nt its expense, protect, support, temporarily disconnect, relocate in other public place, any property of the Grant._- when required by the City by reason of traffic conditions, public safety, street vacation, street construction, change or establishment of street grade, installation of sewers, drains, water pipes, City -owned power or signal lines, and tracts or any other type of structure or improvement by public agencies. (4) Use of Existing Poles or Conduits. Nothing in this ordinance or any franchise granted hereunder, shall authorize the Grantee to erect and maintain in the City, new poles where existing poles are servicing the area. The Grantee shall require permission from the City before erecting any new poles, underground conduit or appurtenances where none exist at the time the Grantee seeks to install its network. 87 1 MICROFILMED BY JORM MICR6LAB r.FOAR RAPIDS • nF.S MOINES MILROFILMED BY JORM MILROLAB LEDAk RAPIDS AND JES MUINL:,, .w... (5) Facilities not to be Hazardous or Interfere. All wires, conduits, cables and other property and facilities of the Grantee shall he so located, constructed, installed and maintained as not to endanger or unnecessarily interfere with the usual and customary trade, traffic and travel upon the streets and public places of the City. The Grantee shall keep and maintain all its property in good condition, order and repair. The City reserves the right hereunder to Inspect and examine at any reasonable time and upon reasonable notice the property owned or used, in part or in whole by the Grantee. The Grantee shall keep accurate maps and records of all its facilities and furnish copies of such maps and records as requested by the City under Section 14-72 herein. A Grantee shall not place poles or other equipment where they will interfere with the rights or reasonable convenience of adjoining property owners, or with any gas, electric, or telephone fixtures or with any water hydrants or mains. All poles or other fixtures placed in a street shall be placed in the right-of-way between the roadway and the property, as specified by the City. (6) Method of Installation. All wires, cables, amplifiers and other property shall be constructed and installed in an orderly and in a manner consistent with the trade. All cables and wires shall be installed parallel with existing telephone and electric wires whenever possible. Multiple cable configurations shall be arranged in parrallel and bundled, with due respect for engineering and safety considerations. All installations shall be underground in those areas of the City where public utilities providing telephone and electric service are underground at the time of installation. m 141CROFILMEO BY 'l JORM MICR+LAB CEMP. RAPTM • PFS MOINES ■ MICROFILMED BY JORM 141CROLAB CEDAR RAPIUS AND ULS NUi ILJ, :J0111 In areas where telephone or electric utility facilities are aboveground at the time of installation, the Grantee may Listall its service aboveground provided that at such time as those facilities are required to be placed underground by the City or are placed underground, the Grantee shall likewise place its services underground without additional cost to the City or to the residents of the City other than as may be granted under the provisions of Section 14-76. (7) Protection of Facilities. Nothing contained in this section shall relieve any person, company or corporation from liability arising out of the failure to exercise reasonable care to avoid injuring the Grantee's facilities while performing any work connected with grading, regrading, or changing the line of any street or public place or with the construction or reconstruction of any sewer or water system. (8) Notice of City Improvements. The City shall give the Grantee reasonable notice of plans for street improvements where paving or resurfacing of a permanent nature is involved. The notice shall contain the nature and character of the improvements, the streets upon which the improvements are to be made, the extent of the improvements and the work schedule for the project. The notice shall give the Grantee sufficient time to make any additions, alterations, or repairs to its facilities as it deems necessary in advance of the actual commencement of the work, so as to permit the Grantee to maintain continuity of service. RE MICROFILMED BY JORM MICR+LAB I cFDAP PAPIDS • DES MOVIES i i i MICROFILMED BY JORM 141CROLAB CEDAR RAPIUS AND ULS NUi ILJ, :J0111 In areas where telephone or electric utility facilities are aboveground at the time of installation, the Grantee may Listall its service aboveground provided that at such time as those facilities are required to be placed underground by the City or are placed underground, the Grantee shall likewise place its services underground without additional cost to the City or to the residents of the City other than as may be granted under the provisions of Section 14-76. (7) Protection of Facilities. Nothing contained in this section shall relieve any person, company or corporation from liability arising out of the failure to exercise reasonable care to avoid injuring the Grantee's facilities while performing any work connected with grading, regrading, or changing the line of any street or public place or with the construction or reconstruction of any sewer or water system. (8) Notice of City Improvements. The City shall give the Grantee reasonable notice of plans for street improvements where paving or resurfacing of a permanent nature is involved. The notice shall contain the nature and character of the improvements, the streets upon which the improvements are to be made, the extent of the improvements and the work schedule for the project. The notice shall give the Grantee sufficient time to make any additions, alterations, or repairs to its facilities as it deems necessary in advance of the actual commencement of the work, so as to permit the Grantee to maintain continuity of service. RE MICROFILMED BY JORM MICR+LAB I cFDAP PAPIDS • DES MOVIES MILROH LIED BY JORM 141CROLAB CEDAR RAPIDS AND ULS AU,;iLu, :v1111 (9) Requests for Removal or Change. The Grantee shall, on the request of any person holding a building moving permit, temporarily raise or lower its wires to permit the moving of said building. The expense of such temporary removal, raising or lowering of wires shall be paid by the person requesting the same, and the Grantee shall have the authority to require such payment in advance. The Grantee shall be given not less than ten (10) working days notice of any move contemplated to arrange for temporary wire changes. (10) Authority to Trim Trees. The Grantee shall have the authority to trim trees upon and overhanging streets, alleys, sidewalks, and other public places of the City so as to prevent the branches of such trees from coming in contact with the wires and cables of the company. All trimming is to be done under the supervision and direction of the City after the explicit, prior written notification and approval of the City and at the expense of the Grantee. The Grantee may contract for such services, however, any firm or individual so retained shall receive City approval prior to commencing such activity. (11) Restoration or Reimbursement. In the event of disturbnnce of any street or private property by the Grantee, it shalt, at Its own expense and in a manner approved by the City and the owner, replace and restore such street or private property in as good a condition as before the work causing such disturbance was done. In the event the Grantee fails to perform such replacement or restoration the City or the owner shall have the right to do so at the sole expense ce Y MICROFILMED BY r` JORM MICR#LA9 MAR R.ARIM • DrS MOInrs .n / MILROH LIED BY JORM 141CROLAB CEDAR RAPIDS AND ULS AU,;iLu, :v1111 (9) Requests for Removal or Change. The Grantee shall, on the request of any person holding a building moving permit, temporarily raise or lower its wires to permit the moving of said building. The expense of such temporary removal, raising or lowering of wires shall be paid by the person requesting the same, and the Grantee shall have the authority to require such payment in advance. The Grantee shall be given not less than ten (10) working days notice of any move contemplated to arrange for temporary wire changes. (10) Authority to Trim Trees. The Grantee shall have the authority to trim trees upon and overhanging streets, alleys, sidewalks, and other public places of the City so as to prevent the branches of such trees from coming in contact with the wires and cables of the company. All trimming is to be done under the supervision and direction of the City after the explicit, prior written notification and approval of the City and at the expense of the Grantee. The Grantee may contract for such services, however, any firm or individual so retained shall receive City approval prior to commencing such activity. (11) Restoration or Reimbursement. In the event of disturbnnce of any street or private property by the Grantee, it shalt, at Its own expense and in a manner approved by the City and the owner, replace and restore such street or private property in as good a condition as before the work causing such disturbance was done. In the event the Grantee fails to perform such replacement or restoration the City or the owner shall have the right to do so at the sole expense ce Y MICROFILMED BY r` JORM MICR#LA9 MAR R.ARIM • DrS MOInrs fil Li<OFILMED BY JORM MICROLAB CEDAR RAPIDS ANU AS 1UI:iLj, ,uv.. of the Grantee. Payment to the City or owner for such replacement or restoration shall be immediate, upon demand, by the Grantee. All requests for replacement or restoring of such streets or private property as may have been disturbed must be in writing to the Grantee. (12) Office and Records in City. The Grantee shall at all times make and keep at an office maintained by the Grantee in the City, full and complete plans and records showing the exact location of all Broadband Telecommunications Network equipment installed or in use in the streets or other public places of the City. The Grantee shall furnish the City a current map or set of maps, drawn to scale, showing all Broadband Telecommunications Network equipment installed and in place in streets and other public places of the City. I t (13) Emergency Removal of Plant. If, at any time, in case of fire or i disaster in the City, it shall become necessary in the reasonable judgement of the City to cut or move any of the wires, cables, amplifiers, appliances, or appurtenances thereto of the Grantee, such cutting or moving may be done and any repairs rendered neces— sary therby shall be made by the Grantee, at its sole expense provided that such repairs are not necessitated by negligent act of the City, in which case, cost for repairs shall be borne by the City. (14) Alternate Routing of Plant. In the event continued use of a street is denied to the Grantee by the City for any reason, the Grantee will make every reasonable effort to provide service over alternate routes. M Y;.. kp - MICROFILMED BY JORM MIC R+LAB CEDAR RAPIDS • NES MOINES t41LROFILMED BY JORM MILROLAB LEOAR RAPIDS AND uLS I•lui:ru, iJrr,. SECTION 14-86. INTI?RC0NNEC'r10N (1) No Prohibition of. Interconnection. Nothing in this ordinance shall be construed so as to prohihlt the Grantee from interconnecting its network with other similar contiguous networks either in the City or in other municipalities, counties or states except as the provisions of Section 14-78 apply. However, any revenues derived therefrom shall be equitably allocated in the calculation of "annual gross revenues" as set forth in Section 14-73 herein. (2) Study Required for Interconnection. The Grantee shall, if requested by the City, conduct a technical and economic feasibility study of any interconnection requested by the City. The study shall he presented to the City and in the event that the study shows such interconnection to be feasible, the Grantee shall, if so instructed by the City, accomplish said interconnection. In the event that the study indicates technical feasibility only, the City may elect, but at its sole discretion, to arrange for compensation to be paid to the Grantee, in an amount sufficient to assure an economic "brenk even" by the Grantee and so order the interconnection. 92 MICROFILMED BY 1 JoRM MICR+LAB CEDAR RAPIDS • DES MOINES f-jiLROFILMED BY JORM MICROLAB LEDAk RAPIUS AND UES 1'uiiiL SECTION 14-87. UNAUTHORI7.ED CONNECTIONS OR MODIFICATIONS (1) Unauthorized Connections Prohibited. It shall be unlawful for any firm, person, group, company, corporation, or governmental body or agency, without the expressed consent of the Grantee, to make any connection, extension, or division, whether physically, acoustically, inductively, electronically or otherwise, with or to any segment of a franchised Broadband Telecommunications Network for any purpose whatsoever, except as provided in Section 14-77 herein. (2) Removal or Destruct Lon Prohibited. It shall be unlawful for any firm, person, group, company, corporation, or government body or agency to willfully interfere, tamper, remove, obstruct or damage any part, segment or content of a franchised Broadband Telecom- munications Network for any purpose whatsoever. (3) Violation. Any firm, person, group, company, corporation, or governmental body or agency convicted of a violation of this section shall for each offense, forfeit a sum of not more than one hundred dollars ($100) together with costs of such prosecution. Violation of this section shall be considered a separate offense for each twenty-four (24) hour period the violation continues following notification or discovery. 93 :41CROFILMED BY JORM MICR+LAB CEDAR RAPIDS • DES MOINES MIILROFILMED BY JORM MICROLAB LEDAR RAN US ANU uLii IUINL�, :un„ SECTION 14-88. PREFERENTLAI, OR DISCRIMINATORY PRACTIC,M;S PRONI8rru (1) The Grantee shall not committ any of the following employment practices and agrees to prohibit the following practices in any contracts or subcontract entered into to effectuate the operation of this franchise. (a) To discharge from employment or refuse to hire any individual because of their race, color, religion, creed, sex, national origin, age, disability, marital status, or sexual orientation i (b) To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, creed, sex, national origin, age, disability, marital status or i sexual orientation. I In addition to the above, the Grantee shall comply with all applicnble State, Federal, and municipal laws concerning discriminatory and unfair practices. (2) Services to be Eaually Available. The Grantee shall not refuse cable television service to any person or organization who requests such service for lawful purpose, nor shall a company refuse any person or organization the right to cablecast pursuant to provisions Of this ordinnnce. The company shall not, As to rates, charges, service facilities, rules, regulations or in tiny other respect, make or grant any unreasonable preference or advantage, nor subject any N q�...���. MICROFILMED BY 1 JORM MICR#LA9 CrDAR RAPIDS • ors Movirs PIICRUF ILMED BY JURM MICROLAB CEDAR RAPIDS AND uLS FIU:I L>, person to any pruJudlec or disadvantage. The company shall take affirmative steps to dlsseminnte the Information concerning the availability of its services to all minority and other under- represented goups. This provision shall not be deemed to prohibit promotional campaigns to stimulate subscription to the system or other legitimate uses thereof.; nor shall it be deemed to prohibit the establishment of a graduated scale of charges and classified rate schedules to which any customer coming within such classifications shall be entitled, provided such schedules have been filed with and approved by the City as provided in Section 14-76. (3) Fairness of Accessibility. The entire system of. the Grantee shall he operated in a manner consistent with the principle of fairness and equal accessibility of its facilities, equipment, channels, studios, and other services to all citizens, businesses, public agencies, or other entities having a legitimate use for the system; i and no one shall be arbitrarily excluded from its use; allocation of use of said facilities shall be made according to the rules or decisions of regulatory agencies affecting the same, and where such rules or decisions are not effective to resolve a dispute between conflicting users or potential users, the matter shall he submitted for resolution by the Broadband Telecommunications Network Commission. W :41CROFILIIED BY 1 `1 JORM MICR�LAB CFDAR RAPIDS • NES MOINES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES :'Wiliu, ,uV;:l SECTION I4-87. SIIRSCRIBER PRIVACY (1) It shall he unlawful for any firm, person, group, company, corporation, or governmental body to initiate or use any form, procedure or device for monitoring or procuring informalton or data generated from or by cable subscribers' terminals, without prior written valid authorization from each subscriber so affected. Valid authorization shall mean written approval from the subscriber for a period of time not to exceed one (1) year and shall not have been obtained from the subscriber as a condition of service. Further, it shall be unlawful for a Grantee, without such authorization, to activate and/or utilize any "Class IV Cable Television Channel" in any manner from the subscribers' premises. In any case the subscriber shall retain the right to deactivate his/her terminal. Nothing herein shall prevent the Grantee from monitoring for technical integrity. This subsection shall not prevent authorized individuals from obtaining information pursuant to a valid court order. (2) Subscriber Data. The City, or a Grantee, or any person shall not, without prior written valid authorization from each subscriber so affected, provide any data identifying or designating subscribers, this shall include but not be limited to subscriber lists. Any data so authorized will he made available to the authorizing subscriber in understandable fashion. (3) Subscriber Agreements. Any agreement or contract such as is necessary for subsection (1) and (2) above shall not be part of any other contract or agreement and shall not be a condition of subscribing to the system. 0 MICROMMEo BY r, JORM MICR+LAB CFnAR RAPIDS • DIS MOIRES �^FILMED BY fl JORM MICR+L_AB I CEDAR RAPIDS • DCS MOINES M1LROFILMLO BY JORM MICROLAB CEDAR RAPIDS AND UES MU111L., .Jr+n SECTION 14-90. TRANSFER (1) Consent Prior to Transfer of Franchise. Any franchise granted hereunder shall be a privilege to be held for the benefit of the public by the Grantee. Said franchise cannot in any event, be sold, transferred, leased, assigned or disposed of in whole or part, either by forced or voluntary sale, merger, consolidation, mortgage, trust, receivership or any other means without the prior consent of the City expressed by a Council resolution and then only under such conditions as the Council may establish. (2) Consent Prior to Change of Control. Prior approval of the City Council shall be required where ownership or control of more than three percent (3%) of the voting stock of Grantee is acquired by a person or group of persons acting in concert, none of whom already owns or controls three percent (3%) or more of such right of control, singly or collectively. Transfer from a subsidiary to a parent corporation or vice -versa shall no be considered as a change of control. Prior approval of the City Council shall also he required for all changes in ownership or control by a person or group of persons acting in concert, who already own or control three percent (3%) or more of such right of control, singly or collectively. (3) Mortgage or P1edPe of Network. Nothing in this ordinance shall be deemed to prohibit the mortgage or the pledge of the network or any part thereof. However, any such mortgage or pledge shall he subject to and subordinate to the right of the City under this franchise or applicable laws. 98 MICROFILMED BY ; .:f JORM MICR+LAB i MAR RAPIDS • DES MOINES MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND UES MUINL�, !Uv,, SRCT[ON 1/4-91. PUBLICATION COSTS The Grantee shall assume the cont of puhlicntton of the franchise. ordinance as such publication is required by law. A bill for the publication costs shall he presented to the Grantee by the City upon the Grantee's filing of acceptance and shall be paid at that time. i r Kj ' MICROFILMED BY JORM MICR+LAB CEDAR RAPIDS • DES MOINES MICROFILMED BY JORM MICR+LAB ! CEDAR RAPIDS US MOINES t4ICROFILMED BY DORM MICROLAB CEDAR RAPIDS AND ULS MUltiis, SE(.fTON 1/+-97. SI;I'AItABU.ITY 1 ntnncr, r.lausc, phrase or word of this If any section, subsection, se ! ordinance is for any reason held invalid or unconstitntional by any court of competent Jurisdiction, such section, subsection, sentence, clause, phrase or word shall he deemed a separate, dtstrinct and in- dependent provision and such holding, shall not affect the vailidlty of the remaining portions hereof. rxi i i i I S r MICROFILMED BY JORM MICR+LAB CFOAR RAPIDS DFS MOINES t41CROFILMEU BY JORM 141CROLAB • CEDAR RAPIDS AND DES NU INL�, tJAn SUCTION II.I. LTF rIVE DATE. This Ordinance shall be in effect after its final passage, approval and publication as require by law. Passed and adopted this day of , 1978. ROBLRT A. VEVERA, MAYOR ATTEST: ABBIE STOLFUS, CITY CLERK It was moved by and seconded by that the Ordinance as read be adopted and upon roll call there were: AYES: NAYS: ABSENT: i I ,nr I i _ —_ i Erdahl t41CROFILMEU BY JORM 141CROLAB • CEDAR RAPIDS AND DES NU INL�, tJAn SUCTION II.I. LTF rIVE DATE. This Ordinance shall be in effect after its final passage, approval and publication as require by law. Passed and adopted this day of , 1978. ROBLRT A. VEVERA, MAYOR ATTEST: ABBIE STOLFUS, CITY CLERK It was moved by and seconded by that the Ordinance as read be adopted and upon roll call there were: AYES: NAYS: ABSENT: Balmex' _ —_ DeProsse Erdahl Neuhauser Perret Roberts _ Vevera First Consideration Vote for passage: Second Consideration Vote for passage: Date of Publication I 11 4• ,�?r MICROFILMED BY ' t JORM MICR+LAB CEDAR RAP@S •DFS MOINES M1L,UFiLMLU BY DORM MILROLAB 1? johnson Tt y LEDAk RAPIDS AND uLS h1ui:iL�, ,u,,., U . K regional planning Commission �+✓' 22 %2 South dubuque street, July 11, 1978 Iowa city, Iowa 52240 (319)351-8556Isabel Turner cam,,,= Emil L. Brandt Nwu Mr. Joseph W. Duncan, Director Office of Federal Statistical Policy and Standards U. S. Department of Commerce Washington, D. C. 20230 RE: Proposed SMSA Criteria Dear Mr. Duncan: This letter is in response to the recently announced public hearing scheduled for July 20, 1978 in Washington, D. C. concerning the proposed criteria for designating and defining Standard Metropolitan Statistical Areas, as published r, in the June 24, 1978 Federal Register. DO The local governments in Johnson County are very concerned about the proposed regulations. As you probably know, this county has sought SMSA designation for many years, contending that we have had, for all practical purposes, a metropoli tan area of more than 50,000 persons since the 1970 census.. Due to technical aspects of population density caused by annexations of vacant land to the City of Coralville, we have been unsuccessful in achieving such designation. Our Primary concern has been that although -the original purpose of an SMSA designation was for data analysis and statistical reporting by the Bureau of the Census, Congress has subsequently used SMSA status as an eligibility criteria for many important federally funded local assistance programs. Consequently, the ex - elusion of our county from such status has lost our urban area literally millions of dollars, caused, we contend, by illogical criteria which fail to recognize the practical existence of an urbanized area. From our perspective, it appears that the Political (municipal) boundaries which may divide a densely settled urban area do not actually have any bearing on either the federal funding aspects or the statistical aspects of an urban center such as Iowa City/Coralville. All avail- able evidence demonstrates that the area functions economically and socially as a single unit and should be considered as such. The proposed SMSA criteria appear to perpetuate the same flaws as the present re- quirements. We are concerned that the proposed criteria will unnecessarily penalize small metropolitan areas which are made up of adjacent municipalities. By requir- ing an additional 10,000 urban population (60,000 rather than 50,000) and by requiring a county population of 100,000, the new standard would place a special and unnecessary burden on such "composite" urban areas. 111CROFILMED BY ' JORM MICR+LAES CEDAR RAPIDS • DCS MOINES 1396 MICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND DLS HU1NLS, lu+•+. EP In view of these problems, we strongly oppose the criteria as drafted, and we urge that they be amended to treat small urban areas equitably, regard- less of whether they are composed of one city or more than one city, so long as a uniform population minimum is achieved. Thank you for your consideration. Sincerely, Isabel Turner, Chair Johnson County Regional Planning Commission IT/fb CC: Governor Ray Senator Clark - Attn: Vicki Smith Senator Culver- Attn: Richard Bender Congressman Leach ✓Yowa City Council Coralville Council University Heights Council Johnson County Board of Supervisors Dave Disher, Office of Planning ® Programming Ian MacGillivray, Iowa Dept. of Transportation t• :41CROFILMED OY 1 JORM MICR+LAB CFOAR RAPIDS • OFS MOIMCS i j i MICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND DLS HU1NLS, lu+•+. EP In view of these problems, we strongly oppose the criteria as drafted, and we urge that they be amended to treat small urban areas equitably, regard- less of whether they are composed of one city or more than one city, so long as a uniform population minimum is achieved. Thank you for your consideration. Sincerely, Isabel Turner, Chair Johnson County Regional Planning Commission IT/fb CC: Governor Ray Senator Clark - Attn: Vicki Smith Senator Culver- Attn: Richard Bender Congressman Leach ✓Yowa City Council Coralville Council University Heights Council Johnson County Board of Supervisors Dave Disher, Office of Planning ® Programming Ian MacGillivray, Iowa Dept. of Transportation t• :41CROFILMED OY 1 JORM MICR+LAB CFOAR RAPIDS • OFS MOIMCS t-j!LkUFILi4ED BY JORM 141CROLAB CEDAR RAPIDS MD UCS NUINLj, _'xe-11 JCRPC 7/11/78 METROPOLITAN CRITERIA TYPE EXISTING (SMSA) PROPOSED* (LMSA) (a) CENTRAL 50,000 Minimum Pop. in one 50,000 Minimum Pop. in one CITY city, within a county of city - OPTION 75,000 minimum population (No minimum county population) (b) COMBINED 50,000 Minimum Urban Pop. 60,000 Minimum Urban Pop. CITY made up of: made up of: OPTION none 25,000 minimum------------P°(Same) population city oplus any adjacent cities ------D °(Same) which have a population density of at least 1000 per square mile oplus any adjacent unin----- ---33 (Same) corporated territory which has a population density of at least 1000 per square mile and be located within a and be located within a county of at least 75,000 county of, at least 100,000 population population *NOTE: "SMSA" will be changed to "MSA" (Metropolitan Statistical Area) which will be of two types: 1) Under 250,000 population = LMSA (Local Metropolitan Statistical Areas) 2) Over 250,000 population = MMSA (Major Metropolitan Statistical Areas) SOURCE: This chart by JCRPC staff is intended to summarize the proposed changes to the Standard Metropolitan Statistical Areas, as shown in the June 22, 1970 Federal Register: �,.. 141CROFILMEO BY .I JORM MICR+LAB CFOAR RAPIDS • DFS WV1E5 MICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND UES I4UINL�, iU+... CITY OF IOWA CITY CIVIC CEN(ER 410 E WASHINGTON ST IOWA CITY, IOWA 52240 (319) 354.1807 July 12, 1978 Connie Brothers 520 South Dodge Iowa City, Iowa 52240 Dear Ms. Brothers: As you know the City Council approved installation of a traffic signal at Gilbert/Bowery/Prentiss in a configuration which allows for a right turn only at Prentiss Street and pedestrian actuated crosswalk signals. We have completed design of this signal and the equipment is on order. Ile did want to make you aware of the fact that delivery times on custom built traffic equipment will force completion of this job into late November and early December. lie would appreciate it if you would spread the word about the completion time on this job to interested parties.so that there is no expectation that it will be completed by the opening of school. As you may recall, it took several weeks to get this matter before Council since they were preoccupied every Monday afternoon with the comprehensive planning process. We will continue to expedite this project to the extent possible. c . ria>L111V of Public Works RJP/jp cc: Neal Berlin City Council Jim Brachtel S- `t 141CROFIL14ED BY DORM MICR+LAB CEDAR RAPIDS • NES MOINES 1397 MICROFILMED BY JORM MICROLAB CEDAR RAPIDS AND 'UES hIUIIILj, iUw„ City of Iowa C17" MEMORANDUM DATE: July 12, 1978 TO: Neal Berlin and City Council FROM: Dick Plastino, Director of Public Works \\ RE: Cost of resodding on Muscatine Avenue \'`�\ I Engineering estimates the cost of resodding will be $6000-8000. The City Engineer wants to.work with the original contractor to see if some of the sod can be relaid at no additional cost. I i i I I I l 3q8 T ' MICBOHLMED BY ' 'JORM MICR#LAB cEOnR RAPIDS • DES MOINES MICROFILMED BY JORM 141CROLAB parks & recreation department tj0: Dennis Showalter, Director re. June Monthly Report I II i III CEDAR RAPIDS AND UES AUINL3, iuw„ MEMO from• Billie Hauber, Superintendent of Cemetery -Forestry date: July 3, 1978 Operational A. Interments 1. Regular weekly adults 2. Saturday; resident adult 3. Infant B. Lot Sales 1. Babyland 8 @ $125 $1,000.00 1 @ $145 $ 145.00 1 @ $35 $ 35.00 1 @ $50 $ 50.00 TOTAL INCOME 1,230.00 Maintenance A. Forestry (inside Cemetery) -54.5 hours. B. Forestry (outside Cemetery) - 75 hours. C. Cemetery grounds maintenance - 368.5 hours. D. Cemetery shop and office maintenance - 19.25 hours. E. Preventative maintenance (vehicles) - 26 hours. F. Lot locations and related records - 16.5 hours. G. Outside mowing - 75.75 hours. H. Funeral time (regular) - 118.45 hours. TOTAL HOURS = 805.7 hours Budgeted Items and Special Projects A. Budgeted Items 1. Saturday funeral - 6.6 hours. 2. "In house" completion of remodeling project - 63.5 hours. 3. Memorial Day cleanup - 26.75 hours. B. Special Projects 1. Planter boxes at Rec Center rpool - 4.5 hours. 2. Completed lot survey 3. Hedge at old Post Office lot - 6 hours. 4. U. of 1. Deeded Body Program - 7 hours. a. "No Parking" sign - 4 hours. b. Service - 3 hours. 5. Cemetery records - 154 hours. TOTAL HOURS = 294.1 hours FIL14ED BY 1 JORM MICR+LA6 MAR RAPIDS • DL° M01W 111CROFILIIED BY JORM MICROLAB Cemetery -Forestry Division June Monthly Report Page 2 CEDAR RAPIDS AND ULS MUiNL�, iub, r, IV. Contracts A. Forestry - none outstanding. B. Cemetery 1. Air rake replacement - completed. 2. Additional cord trimmer. 3. Handicapped ramp and minor asphalt work - Shamrock - work to be completed this season. V. Special Projects for Superintendent A. Conferences: 1. C.E.T.A. 2. All -City Storm Emergency Program. 3. Equipment - Dave Daley. 4. Union contract - Candy Morgan. 5. Department (Staff). B. Genealogy requests (5) - 7.5 hours. C. Work continuing on Tree Regulation Ordinance, Weed Ordinance, and Forestry Ordinance. D. Solved complaints: weeds, 13; forestry, 25; outstanding, 50 i (approximately). E. Efficiency report: 1. Regular duties (crew's time only) - 805.7 hours. 2. Special duties - 294.1 hours. 3. Rest periods - 70.5 hours. TOTAL HOURS = 1,170.3 hours 20% of crew's actual working time spent outside the cemetery. VI. Annual Summary - Goals Achieved A. Improved public relations as indicated by great reduction in calls referred by Administration and other departments. This seems to be proof that the division is supplying adequate advance notice and is properly processing calls. B. Partial updating of cemetery records. C. Cemetery physical improvements as follows: 1. Partial replacement of ancient cemetery water lines; 2. New lot markers; 3. Handicapped remodeling inside building; 4. Information station; - 5. Replacement of seven (7) trees. D. Revised Weed Ordinance. E. Detailed records kept in all three units. /ef I 14ICROFILMEO BY .d JORM MICR#LAB CFDAR RAPIDS • DES MOINES I'IILRUFILMLD BY JORM MICROLAB CEDAR RAPIDS AND uLs parks & recceation MEMOdepartment to: Dennis Showalter, Director from: Bob Lee, Superintendent of Recreation re: June Monthly Report date: July 6, 1978 1. Administration and Maintenance A. A training session for summer playground directors was held on June 7 through June 9. B. Jan Lown attended the National Committee on Arts for the Handicapped conference in Washington, D.C., on June 26 through June 28. C. Kelly Kersey, a C.E.T.A. employee, began work for the summer on June 8. D. Judy Olson conducted a basic water safety session for Parents Without Partners. E. Marilyn Levin appeared on a radio review for summer reperatory theatre on WSUI. F. Staff did radio broadcasts and recordings on KXIC and KRNA about summer activities. G. Judy Olson conducted a CPR training course for pool staff members. II. Physical and Aquatics Activities A. The summer swim season opened on June 3; attendance comparisons of the three pools are as follows with the 1977 figures in parentheses: City Park - 21,969 (22,347); Mercer Park - 13,877 (10,493); Recreation Center - 8,267 (10,769); total - 44,113 (43,609). B. Summer tennis classes began on June 5 with 36 full classes of eight each or 288 participants at City Park and Mercer Park courts. C. Summer swim lessons opened at the Center on June 5 and again on June 19. Lessons at City Park and Mercer Park began on June 12 and June 28. Most all classes were filled; as usual, those that did not fill were basic rescue, advanced lifesaving, swimmer, and diving. D. The first family track meet was held at City High School on Sunday, June 25. Nine families with 35 participants showed up in 900 heat and enjoyed themselves. E. Plans were firmed up with the University of Iowa Division of Recreation Services to hold the annual Johnson County Tennis Tournament on July 21 through July 23 at City Park, Mercer Park, Stadium, and Library courts. F. The tennis tournament for class participants is planned for the week of July 10 through July 14. G. Regular family water safety sessions are held at 4:00 p.m. on Thursdays at the two park pools: H. Softball leagues, including men's, women's, and mixed, are proceeding according to schedule. I. A trip to Chicago to see a Cubs baseball game will be held on July 18. J. Horseback riding classes at Sugarbottom Stables began for 12 people. 1399 T.,. •�'+- MICROFILMED BY 1 JORM MICR+LAS UPAR RAPIDS • DFS MOIRES PM PIIu2UHLMEU BY JORM MICROLAB Recreation Division June Monthly Report Page 2 CEUAk RADIUS AND OLS hIVIIILJ, .un„ III. Special Populations Programs A. The Pilot Club made a donation of a nice set of chiming bars and two auto harps to the department especially for SPI programs. B. Activities starting in June: 1. Softball at Mercer Park. 2. Softball for Goodtimers at Creekside Park. 3. Movement activities at the Center. 4. Instructional swimming at the Center. 5. Bowling at Plamor Lanes. 6. Outreach programs at Goodwill, Nelson Developmental Center, Systems Unlimited, and the Adult Center. C. A family picnic is scheduled for July 10. D. A trip to Adventureland in Des Moines is scheduled for July 20. IV. Cultural and Social Programs i A. Two trips are scheduled: one to Milwaukee on July 20 and 21 and one to St. Louis on August 15 and 16. I B. Art classes beginning in June are photography, drawing, painting, ceramics, and arts and crafts for children. A second session is scheduled for July 10. C. The Troupe began regular rehearsals and will perform seven times in July at the Playgrounds and at City Park. V. Miscellaneous Activities A. The Farmers' Market opened on June 3 but the sellers complained about cool temperatures and wind under the bridge in early June. We have not opened this early before. B. Summer playgrounds opened on June 12 at ten sites. Attendance was down the latter part of the month, probably due to hot weather. C. The playground picnic scheduled at Willow Creek Park on June 28 was rained out. D. Playground penny carnivals were held on June 22 and were very successful. /ef VMICWILMED BY iy JORM MICR+LAB CFDAR RAPM • PFS MOINES 4 f•111,R0t 1L:1EU BY JORM 141CROLAB LLUAR RAPIDS Au AL parks & reu.L,eation department NiEMO to. Dennis Showalter, Director from. Bob Howell, Park Superintendent re; June Monthly Report date: July 7, 1978 n/ I. Work Projects (park areas) f((+ll A. Installed 4" tile drain system in new portion of Villa Park. Area to be filled, graded, and seeded to grass. B. New shelter at Willow Creek is approximately 85% completed. Work remaining includes interior wall covering, plumbing fixtures, wiring, landscaping, and extension of asphalt walkway. C. Hauled several loads of fill to all grass ball diamond areas in various parks. D. Repaired leak in City Park pool building roof. E. Repaired doors on concession building by City Park pool. F. Painted interior of Happy Hollow restrooms. G. Repaired bridges at Rose Hill and Creekside Parks. H. Trimmed and pruned Highway 6 By -Pass. I. Constructed 12 single trash can racks for Mercer Park. J. Built small sandbox by City Park tennis courts. K. Checked and repaired play equipment. L. Started Washington Street planter project. M. Cleaned up storm damaged trees from park areas and limbs on street boulevards. N. Performed regular park maintenance of equipment and facilities. II. Work Projects (other areas) A. Washington Street - 71 hours. B. Downtown cleanup - 38 hours. C. Urban renewal - 6 hours. I1I. Administration, Miscellaneous A. Summer C.E.T.A. began on June 5. Three youth are employed with the Park Division at this time. B. Annual Bluebird Day Camp held at Hickory Hill Park on June 12 through June 16. C. Parks and Recreation meeting - June 14. D. Meeting on vandalism at Southeast Junior High School - June 22. E. Met with Public Works and Forestry on street tree cleanup. F. Met with Dave Daley; went over new policies pertaining to vehicle management with Parks and Recreation Staff - June 29. G. Met with Candy Morgan regarding AFSCME contract - June 29. IV. Status of FY 78 Goals and Objectives A. Arboretum - an on-going program that is still in the planning stages. Requires much study and researching and is the type of project that should be initiated only after an organized plan is developed. Hickory Hill Park off Conklin Street is still the proposed site. B. Napoleon Park - area has been substantially cleared of debris and trash. e gar en pots were established and the open area seeded to MICROFILMED BY 1 JORM MICR#LAB frMR RAPIDS • DES MOINES MICROFILMED BY JORM MICROLAB Park Division June Monthly Report Paye 2 CEDAR RAPIDS AND ULS iUINL�, grass. Grading of the ball diamonds will begin in about ten days. C. Handicapped facilities at Mercer Park - no action. D. Ground covers - crown vetCh has been established on banks at Black Springs Circle and Brookland Parks with vinca on College Green Park banks. E. Landscaping and turf renovation in existing parks - an on-going project that requires a continued effort for satisfactory results. Weather conditions, insects and diseases, and injury both by human and mechanical means are determining factors in its success. F. In-service training sessions - proved to be very beneficial and worthwhile. Several areas pertaining to park operations were covered in the sessions held during the year. G. Vandalism - not a real problem as far as actual monetary losses were concconc—erneJ. Even the litter in parks was less than in previous years. Keeping records of major instances of vandalism will be an on-going program. H. Mass plantings - flowering crabs were planted in four (4) park areas - Glendale, Terrell Mill, Court Hill, and Sturgis Ferry. V. Horticultural Activities /ef A. Planted flowers at Blackhawk Minipark; cleaned and mulched. B. Continued watering and maintenance on all flower beds. C. Performed intensive maintenance at: 1. Newly planted ground cover areas (College Green, Black Springs Circle, Brooklyn Parks and Clinton and Dubuque Street berms). 2. All berms on Clinton and Dubuque Streets. 3. Chauncey Swan Plaza. 4. Iowa Avenue. 5. College Green Park bank. 6. Washington Street. D. Conducted two nature hikes at Hickory Hill Park. E. Picked up limbs at parks and on streets from June 26 storm; ran wood chipper at City Park. Y ~ MICROFILMED BY I '1 JORM MICR+LAB i ((OAR P,APIM • DES MOINES 611CROFILK D BY JORM MICROLAB CEDAR RARIUS AND UES I•IUiYL'j, ��+'• MONTHLY REPORT FIRE DEPARTMENT JUNE 1978 To: Neal Berlin and City Council From: Robert P. Keating, Fire Chief Subject: Monthly Report for June 1978 The Iowa City Fire Department responded to a total of 66 emergencies during the past month. This is up nearly 47% over the lost due downpbyvious some 14%, totalingr$19,940.00to fre, however, was forithe month. Numerous calls on lightning strikes that were quickly controlled or investigated accounted for much of the increase in total fire alarms. Reduced fire loss to rolling stock in a large part accounts for the slight reduction in total dollars lost to fire. Firefighters and day Fire Traini g SchoolyathAmes,RIowa. The school eoffersoa wide range of fire related classes and concludes with partici- pation in flammable liquids class, where participants have the opportunity to actually fight fires and extinguish them. To comply with requirements of I.S.O., testing of pumpers from draft got under way during the month and four places of equipment were tested and passed. The remaining three will be tested next month. MICROFILMED BY JORM MICR+LAB CCOAR P.APIDS • DCS MOINES 0 1377 i 611CROFILK D BY JORM MICROLAB CEDAR RARIUS AND UES I•IUiYL'j, ��+'• MONTHLY REPORT FIRE DEPARTMENT JUNE 1978 To: Neal Berlin and City Council From: Robert P. Keating, Fire Chief Subject: Monthly Report for June 1978 The Iowa City Fire Department responded to a total of 66 emergencies during the past month. This is up nearly 47% over the lost due downpbyvious some 14%, totalingr$19,940.00to fre, however, was forithe month. Numerous calls on lightning strikes that were quickly controlled or investigated accounted for much of the increase in total fire alarms. Reduced fire loss to rolling stock in a large part accounts for the slight reduction in total dollars lost to fire. Firefighters and day Fire Traini g SchoolyathAmes,RIowa. The school eoffersoa wide range of fire related classes and concludes with partici- pation in flammable liquids class, where participants have the opportunity to actually fight fires and extinguish them. To comply with requirements of I.S.O., testing of pumpers from draft got under way during the month and four places of equipment were tested and passed. The remaining three will be tested next month. MICROFILMED BY JORM MICR+LAB CCOAR P.APIDS • DCS MOINES 0 1377 m h1iLROFIL•1L0 BY JORM MICROLAB LWAR RAPIDS AND uL� MONTHLY REPORT FIRE DEPARTMENT MONTH OF JUNE 1978 FIRE DEPARTMENT ACTIVITIES THIS MONTH THIS YEAR TO DATE LAST YEAR TO DATE FIRE: ALARMS 32 133 136 KF HOSE 0 19 16 Ai. EALAMI 7 "V 7TIGATIOMS 8 63 2 bi TOTAL EHEMENCIES 66 291 291 7.'ISPECTTO!1S 55 1030 1061 PERMITS 139 196 = PE. 2255 450 5220 0 R. MFE-Mj7TTi7WRAlls — Q-17 21 RE—DkTCCS— 5 35 22 1TiCCIA iF 0 6 19 2 2 0 0 31 79 5 47 MICK1 35 8 55 M. srilOOLS 3 PTAT70 TOURS 7 4z 4E MTV EXTINGUTSHERS FILLED 1 Z6 39 ES TO FIREFIGfTERS 0 62 I wt 86 0 2 ATH4 1R 0 MONTH CLASSRARIN f10. THIS OF FIREE ALALARlLS LOSS THIS MONTH VALUATION LOSS THIS YEAR LOSS LAST YEAR C UUU•UU 11 YOU. VU ul 0 WE OF EQUIPMENT THIS MONTH THIS YEAR THIS WNTH THIS YEAR AT FIRES AT FTRES AT 11R111Q AT DRTIIQ 9 I HOSE 0 0 400 1800 -UF':' 120 520 5550 VT—fwr-t• 1450 3600 10650 FT. OF MUSTER 1180 2255 450 5220 94 zgr— 425 2554 27— 178 P 350 2 2 0 0 31 79 5 47 MICK1 35 8 55 0 .ucFT6T-1 0 RUCK 362 28 62 18 86 0 2 28 1R 0 6 2 3 �-- 0 —12-- 52 RUCr 366 0 0 3 24 PUCK_ 2 13 q 11 3 0 0 0 'RI(Cr 369 5 17 0 R 141CROFILMED UY JORM MICR+LAB [CMI+ PANT • Df5 :401!1[5 MICROFILMED BY 1 JORM MICR6LA9 CEDAR PAPIM • PLS MOPIU FIICRUFILi4cD BY JORM h11CROLAB TO: Robert P. Keating SUBJECT: Monthly Report DATE: July 5, 1978 CEDAR RAPIDS AND uLS NUiNL), ,um. The following is a report of the activities of the Fire Marshal's Office for the month of June 1978. Investigations - 8 On June 13, 1978, three Molotov cocktails were thrown on the Emma Goldman Clinic on N. Dodge St. With the help of the Police Department and Federal Agents the case is still under investigation. Sparkler and smoke snakes were the cause of two separate garage fires. Arson charges were filed against a juvenile boy in connection with three separate fires being set at the home residence. Two juvenile boys were placed on probation , charged with pulling a false fire alarm. All other fire causes were determined with the help of the Fire Department Officers. Inspections - 51 Beer Permits (Renewals) - 15 Beer Permits (new) - 1 Fire Alarm System - 3 Fire Escape (Existing) - 2 Multi -Dwelling - 4 Final Fire Inspection (Apartments) - 2 Day Care for State Certification - 2 Systems Unlimited Houses - 8 Fraternity House - 2 Supper Club (Capacity) - 1 Remodeled Business - 2 New Constructions Plans - 4 Mercantile Building - 3 Dance Permits - 2 Later on this month Fire Department personnel will begin inspecting uptown business district. The new sign off for beer permit has been working out extremely well. Building Inspector Mr. Siders and myself have been jointly inspecting these places. The results have been very rewarding. MICROFILI4ED BY :I DORM MICR#LA9 CEDAR RAPIDS • nrS MOIOF.S r4ILROFILMED BY JORM 141CROLAB • CEDAR RAPIDS AND DES 4UiNL�,, iUv- Special Meetings - 18 Attended Bi -State Meeting - 1 Code Enforcement Personnel - 3 Johnson County Attorney - 3 Johnson County Juvenile Division Personnel - 3 Various Architects - 2 Federal Agents - 3 Landlords on Smoke Detector - 1 Secret Service Personnel - 2 In addition the Fire Marshal used 2 days vacation during the month. Also acted for the Fire Chief during his vacation. Respectfully submitted, Lawrence H. Kinney // Fire Marshal Y•'-k�� 141CRO FILMED BY i JORM MICR+LAB , CFDAR RAPIDS DCS MDINFS i r41(,R0 ILi4ED BY JORM MICROLAB TRAINING 'ORTS CEDAR RAPIDS AND DU ;Riau, iv+.• DATE. JUNE 1978 _ Shift 01 Number of (lours 250 Number of Drills 66 _ Shift #2 Numbpr of (lours 290 ilumher aT rte— 65 'shift 03 Number of (lours 228 Number of Drills 62 TOTAL NUMBER OF HOURS 768 TOTAL NUMBER OF DRILLS 193 EQUIPMENT AT DRILLS 1" (lose Truck #351 5 Truck p3r7 9 3" ilose 400 Truck #354 8 Truck #16Q 24;' (lose 2400 Truck #360 1;" (lose 200 Truck #362 18 Ft. of Booster 450 Truck 13F3 2 Et. of Ladders 425 Truck #364 6 Times Pump Used 44 Truck #365 12 'lozzle Lines 44 Truck. #366 3 Other 11inor Equipment: salvage covers, red books, maps and roller files, hand extinguish- ers, cascade system, ropes, boat and motor, dragging equipment, spanners, tool box and miscellaneous tools, lawn mowers, apprenticeship questions, deluge sets, rope tools, pike poles, MSA masks, hazardous material, review, slide projector w/slides. The Fire Department men and officers participated in a total of 768 drills for a total of 193 hours. The Department spent a lot of time involved in outside drills. As before our main problem with training is to find an area that is not hazardous to the men and equipment. We are still working on testing the fire equipment, all trucks are tested at the City Park and River, no matter what age of trucks is involved they all have to qualify as a Class "A" Pumper which is very important for Iowa City to carry the excellent insurance rating. The Training Officer instructed at the state level during fire school, the classes were very well accepted by the people from all over the state. We are still in the process of tumbling and hydrostatic testing air tanks so that all of our safety equipment is in number one condition. Many drills were made in the field of search and rescue, which is a very important part of our duty to safeguard lives and property. MICROFILMED BY '1 JORM MICR+LAB F.FOAR RANDS • OFS MOINES CEDAR RAPIDS AND OLS '4U11,L,, Y )tal of: lection of 1 1/2" taken out of service. M-om-a-s-ITFansen (raining Officer MICROFILMED BY JORM MICR+LA6 CEDAR RAPIDS OCS MOINES f�ILROFILMLD BY JORM MICROLAB CEDAR RAPIDS AND UES AUINL.,, Urw City of Iowa City MEMORANDUM DATE: July 5, 1978 TO: Neal Berlin, City Manager FROM: Michael E. Kucharzak, Director, Housing & Inspection Services RE: Monthly Report - June 1978 Attached is the monthly report for the Department of Housing & Inspection Services. 141CROFILMED BY � ' JORM MICR#LAB CEDAR RAPIDS • DES MOINES 1317 i f�ILROFILMLD BY JORM MICROLAB CEDAR RAPIDS AND UES AUINL.,, Urw City of Iowa City MEMORANDUM DATE: July 5, 1978 TO: Neal Berlin, City Manager FROM: Michael E. Kucharzak, Director, Housing & Inspection Services RE: Monthly Report - June 1978 Attached is the monthly report for the Department of Housing & Inspection Services. 141CROFILMED BY � ' JORM MICR#LAB CEDAR RAPIDS • DES MOINES 1317 MICPUFILMED BY JORM MICROLAD GOALS: CEDAR RAPIDS AND DLS :'IUI L :Jw„ ASSISTED HOUSING 1. 309 UNITS SECTION 8 EXISTING UNITS. Convert 72 additional units of Section 23 to Section 8 units. Continue to provide assistance to families under Section 23 reducing the number of units to 0 by June 30, 1978, 11. 64 UNITS NEW CONSTRUCTION UNDER SECTION B. To assist in providing additional housing units for low income, elderly and handicapped persons. III. HOUSING ASSISTANCE PLAN. Provide input to the Housing Assistance Plan for the third year HCDA application. IV. HOUSING COMMISSION. Provide administrative support to the Iowa City Housing Conmli-Ss ion. JUNE ACTIVITY: I. During June, 7 units were brought into the Section 8 Program. Total units Section 8 - 308. Completion of Section 23 conversions was accomplished as of June 30th. 25 annual or final, 7 move in inspections were performed. 12 applications for Section 8 were approved. Approval received for 48 units of Turnkey Housing. II. A new tenant was selected and began her lease June 15th. Residents decided not to have congregate meals during the months of July and August. June 29th, the residents of APA had a social gathering of coffee/cake, cards and conversation. 111. Completed IV. The Housing Commission net on June 7, 1978. Due to resignation of chairperson, i Lombardi - Vice Chairperson Jerry Smithey will handle the chair until a full membership is appointed. Further follow up will be made to the various organizations who received question- aires and did not reply or whose answers were vague. PROJECTED ACTIVITY: I. It is projected that during July, 10 new units will be brought into the Program. July 11 and 12, 1978, Seydel will attend a conference on Insurance in the Des Moines HUD office. July 19th, a Planning Conference for Public Housing is scheduled and will be attended by Seydel and Smithey in Des Moines. I1. Residents of APA were invited to attend Housing Commission meeting scheduled for July 5, 1978. III. Completed. IV. The Housing Commission will meet on July 5, 1978 at Autumn Park Apartments, Muscatine Building. Discussion of Public Housing, Annual Report and Housing Booklet will he on the Agenda. Two new members were appointed to the (lousing Commission. f.�41CROFIL14ED BY 1 ,:I JORM MICR+LAE CFOAR RIIPM • ',TS MOnICS 1•tiLROFILMED BY JORM MICROLAB • CEDAR RAPIUS AND UES ?iUllil�), vv., BUILDING INSPECTION JUNE ACTIVITY: 1. We have completed the new sign ordinance for adoption into code. 2. We have started preparation for microfilming our records. 3. Plan check for Pieper Barber Shop and Northwestern Bell Telephone have been completed. 4. Represented Iowa City in the 1978 Parade of Homes. 5. 50 permits were issued for a monthly total of $886,129. This brought — the total for this year to 323 permits reflecting $10,880,264. in construction. The above figures are composed of 9 new single family dwellings and 5 other types of new construction. In addition, 36 alteration permits and 3 demolition permits were issued. - GOALS FOR JULY: 1. Begin review of the new Zoning Ordinance. 2. Review the revised Tree Ordinance. 3. Conduct electrical examinations. 4. Issue building permits for Piepers Barber Shop and Northwestern Bell. 5. Attend bi-monthly I.A.B.O. meeting with guest speaker Anatolij Kushnir. I41CROFILMEO BY JORM MICROLAB CEDAR RAPIDS • DES MOINES fAILROFILMEU BY JORM 1,11CROLAB • CEDAR RAPIDS AND ULS FIUinLJ, 'ur„ I HOUSING REHABILITATION GOALS THROUGH DECEMDER 31, 1978 1. 41 structures completed 2. 5 - 312 contracts underway. 3. Complete negotiations and enter into a contract to perform staff services for the County Rural Rehab Program. JUNE ACTIVITIES 1. Contracted for services while we advertise to fill the Construction Specialist position. 2. Initial negotiation with County on Rural Rehab Program. 3. Completed construction contracts to date - 21. 4. Financing Section: Conducted 10 interviews. 5. Construction Section: Conducted 6 structural surveys. 6. 15 structures under construction. 7. 5 structures out for bids. 8. Jim Leighton reclassified from Construction Supervisor to Construction Specialist. PROPOSED JULY ACTIVITIES 1. Further negotiation with County on Rehab Program. 2. Review FY 78 construction. 3. Begin construction on 3 - 5 new cases. 4. Close out additional contracts. MICROFILMED BY ,i1 . JORM MICR+LA9 '' ' CFDAR RAPIDS • DES MOINES MILROFILMLO BY JORM MICROLAB CEDAR RAPIDS AND DLS HUINL�), lUwn HOUSING INSPECTION JULY GOALS: I. Perform 50 systematic inspections in 403 area. 2. Perform annual inspections of multiple dwellings. 3. Conduct reinspections as required. 4. Hire Housing Inspector. JUNE ACTIVITIES: 1. 26 systematic area inspections 71 routine annual inspections 14 complaint inspections a 2. 723 dwelling units inspected 509 rooming units inspected 134 reinspections 3. 83 violation letters issued 1 emergency order issued 43 compliances issued. 4. 0 housing appeals (2 postponed) 0 court appearances 0 intent to placard 2 placards 0 administrative reviews (1 cancelled) 5. Used City acquired house at Court & Muscatine for training lab to assure uniform field inspection procedures. 6. Began use of new field inspection forms and coordinated same with mag card operation. 7. Designed brochures to describe Housing and Fire Protection items to the public. MICROFILM BY i i JORM MIc R+LAB CEDAR RAPIDS • DES MOINES MICROFILMED BY JORM 141CROLAB CEDAR RAPIDS AND OLS MUINLj, .Uel. POLICE DEPARTMENT Monthly Report June, 1978 No complaints were received relative to snowmobiles in June. All other categories remained relatively stable or rose slightly. Of special significance was the increases reported in larceny, vandalism, disorderly conduct, attempts to locate and family and domestic disturbances. Summer seems to bring out the worst in us. A total of 2288 citizen gener- ated requests for police service were received and 1213 arrests effected on tickets issued. A total of fifty cases were vision assigned to the Detective DiGoldmanfClinic; theor further investigation The firebombing of the of a felonious death at the Mayflower Apartments and special security assignments for the Amana V.I.P. consumed nearly 200 hours of overtime for the month. The Animal Control Division responded to 149 requests for service; continued work on a new animal control ordinance; and took the preliminary steps toward draft designs for a new animal control facility. Statistical reports are appended. ' 141CRUILMED BY JORM MICR+LAB CCDAR RAPIDS DES MKS I4I00FILMED BY DORM MICROLAB COMPLAINTS RECEIVED BY POLICE 0100 CRIMI"AL HOMICIDE 0200 RAPE 0300 ROBBERY 0400 ASSAULT 0500 BURGLARY 0600 LARCENY 0700 MOTOR VEHICLE THEFTS 0900 ARSON L000 FORGERY & COUNTERFEITING 1100 FRAUD 1200 EMBEZZLEMENT 1300 STOLEN PROPERTY (receive-poss. bu% 1400 VANDALISM 1500 WEAPONS (carry-poss.) 1600 PROSTITUTION 1700 SEX OFFENSES (exc. rape & prostitu 1800 CONTROLLED SUBSTANCES 1900 GAMBLING 2000 OFFENSES AGAINST FAMILY & CHILDREN 2100 OMVUI 2200 LIQUOR LAW VIOLATIONS 2300 INTOXICATION CEOAk RAPIDS AND UES D1 iNL�, iue., JA.i4.I FEB. IMAR. IAPR. I :4AY.I JUN.I JUL.I AUG.I SEP.I OCT.I NOV.I DEC. Ste' �C�PjP �41CROF IWED BY DORM MICR+LAB. UPAR RANDS • DCS I101NES 00 �, wl 1 0 3 0 3 2 �© OMNI 2 L 1 2 p 2 ®mm®n0 6 6 11 6 14 7 3.3 38 41 1 37 55 61 103108 1112 1159 155 173 t) 13 12 15 18 16 15 0 0 0 0 0 0 3 9 8 1 3 11 4 7 I 14 4 9 5 1 2 1 1 1 2 etc) 0 0 I p 0 0 1 66 44 81 187 74 92 2 11 0 0 n 1 Ste' �C�PjP �41CROF IWED BY DORM MICR+LAB. UPAR RANDS • DCS I101NES 00 �, wl �© OMNI mm©mmm ®mm®n0 Hmmmmm mmmmm. Ste' �C�PjP �41CROF IWED BY DORM MICR+LAB. UPAR RANDS • DCS I101NES 2400 12500 2600 3000 3200 3400 3600 3700 3800 4000 4200 4400 4600 4800 5000 5200 j 5400 I 5600 5800 6000 I 6200 l 6400 I.1l(MO IL14ED BY JORM MICROLAB CEDAR RAPIDS MD DLS MUiI L un I -A:" FEB. I:'.AR. IAPR.� }SAY.I JU,4 JUL .�AUG. � SEPI OCT.I NOV.I D'cC.li i75 i 54 190 1131 136 151 DISORDERLY CONDUCT L1 _I-0 5 10 ,_ I 16 6 I 281 34 12 12 11 13 71 11 10 0 0 0 O 1 VAGRANCY 4 0 0 0 0 4 GUNSHOTS HAZARDOUS ROAD CONDITIONS 2 4 6 3 G ALL OTHER CRIMINAL VIOLATIONS(exc.traf) 4 5 16 9 14 1 0 0 0 0 HUNTING COMPLAINT (exc, trespass) ABANDON/RECOVER VEIIICLES - T014 IN 15 19 16 2 0 51 k ACCIDENT - MOTOR VEHICLE 284 233 228 1 1239 205 176 18 5 ACCIDENT - OTHER 1 0 1 0 1 4 0 6 I ALAR11-INTRUSION/TROUBLE/SILENT ALAIM 142 111 160 150 119 153 0 1- 3 ALARM - FIRE (not call in) +-1 -I o-0 418 307 31� 343 369: 445, ASSIST & SERVICE i TO LOCATE 1 76 j 34 51 1 57 i 55 i 88_4__,._i__ j I ATTEMPT 0 i O1 0 I I I BOATING/ RECREATION WATER CO:iPLAINTS !_0 +_ Q 0 .Y��_�_-_.-•-��--_moi i 20 : 17 129 401 34 I 19 CIVIL DISPUTE OR PROBLEM- ! 0 �--•-- 0 0j_.3 - �-- -' --- 1 DEATH INVEST/SUDDEN DF.ATII/BODIES FOUNDi_1_ _•-0 j 43 34 i 27 DOG & CAT & DOMESTIC-r--�— DUIIPING & RUBBISH FAMILY/DOMESTIC DISPUTE/DISTURB&NCE L1 _I-0 5 10 ,_ I 16 6 I 281 34 12 12 11 13 71 11 14 FIRE 4 0 0 0 0 4 GUNSHOTS HAZARDOUS ROAD CONDITIONS 2 4 6 3 G 9 1 0 0 0 0 HUNTING COMPLAINT (exc, trespass) 156 98 40 53 55 183 INFORMATION - MISC. 0 0 0 0 0 18 INVESTIGATE - MISC. � IdICROf ILMED 6Y JORM MICR+LAE1 CEDAR PAPIDS • DE.S MOIMES 1,1ILMF1LMED BY JORM MICROLAB f 6500 JUVENILE - iIISC. 1 6600 LIVESTOCK 6800 LOST & FOUND PROPERTY 7000 ME14TAL COMPLAINT 7200. MISC. COMPLAINT/SERVICE REQUEST 7400 SUICIDE 7600 SUSPICION _ 7700 WEATHER/BAD', ETC. 7800 WILDLIFE/DEER KILLS 18000 TRAFFIC VIOLATIONS 8100 SNOWMOBILE COMPLAINTS 8400 PARKING TOTALS CEDAR RAPIUS AND UES AUINL�, :ur,„ MICROFILMED FEB i;:MAR. APR. :-',AY. JU". JI;L. AUG. SEPI OCT. I NOV.I DEC.. �°" . t I 26 25 151 I 48 45 50 2 I p 0 1 1 2 63 63 77 61 84 93 3 1 3 5 12 9 38 45 104 1103 127 28 2 p 5 i 0 0 0 57 55 57 49 69 61 0 O I 0 0 0 2 1 I 0 0 01 I i 13 i 14 1_ 41 38 46 1 _� { 5 i 4 1-1 1 01 i L--2 I I .,nc 9541 919 1 133 ! _f I Ty,�--ICROF ILMED BY JORM MICR+LAB MAR P.AP1OS - DES MOINES MIi;RUHU,IED BY JORM h1ICROLAB ARRESTS MADE BY POLICE - j 0100 CRIMINAL HOMICIDE 0200 RAPE 0300 ROBBERY 1400 ASSAULT 0,500 BURGLARY 0600 LARCENY j 0700 MOTOR VEHICLE THEFTS 10900 ARSON 1000 FORGERY & COUNTERFEITING 1100 FRAUD 1200 EMBEZZLEMENT ;1300 STOLEN PROPERTY (receive -doss. buy, 1400 VANDALISM 1500 WEAPONS (carry-poss.) : ;1600 PROSTITUTION 11700 SEX OFFENSES (exc. rape & prostituti '1800 CONTROLLED SUBSTANCES 1900 GAMBLING 2000 OFFENSES AGAINST FAMILY & CHILDREN 2100 OMVUI 2200 LIQUOR LAW VIOLATIONS 2300 INTOXICATION CEDAR RAPIDS AND ULS MUINL;, .v+ JAN. FEB. MAR. APR. MAY. JUN. JUL.AUG.I SEP,.00T, NOV.DEC. n 0 0 0 0 0 sm©©m® O 0 0 0 1 0 ®m®mmm. 0 1 0 3 O 0 m©m©®ff 1 6 4 2 7 1 i 1 3 0 3 0 7 15 1 11 1 12 1 29 0 14 1 15 0 0 0 0 0 0 0 0 2 1 2 1 3 1 1 1 mmmm"W lumm©om sm©©m® fummomm 1 I4ICROFIL14ED BY r� DORM MICR+LAB CFOAR RAPIDS • OES MOINES �gMOWN mmommm EMMOME ®m®mmm. mm©©or, m©m©®ff 1 I4ICROFIL14ED BY r� DORM MICR+LAB CFOAR RAPIDS • OES MOINES MICROFILM BY j JORM MICR#LAB CEDAR RAPIDS • OCS MO NfS NOV. DEC.; i I I I I {1 Y, I I' i I A I� �4 I MICRUFILMED BY JORM 141CROLAB I _ i 6500 JUVEt4Ii.E - 11ISC. rE 6600 LIVESTOCK 6800 LOST & FOUND PROPERTY 7000 MENTAL COMPLAINT 7200 PIISC. CO:SPLAINT/SERVICE REQUEST 7400 SUICIDE 1 1 7600 SUSPICION i 7700 WEATHER/BAD, ETC. 7800 14ILDLIFE/DEER KILLS 8000 TRAFFIC VIOLATIONS 8100 SNOWMOBILE COMPLAINTS 8400 PARKING TRAFFIC TOTALS • CEDAR RAPIDS AN OLS I.1W11L�, .Je- JAi�.1 FEB. x.R. IAPR.I : AY.I JITr'.I JUL. I AUG. SEP. I OCT.I NOV.I DEC.. 0 0 0 0 0 I 0 0 p 0 0 0 0 0 p 0 0 0 0 0 p 0 0( O 0 0 0 0 0 0 0 ` 0 p 0 0 1 0 0 0 p 0 0 0 0 1 , 0 0 0 0 I 0 O I 0 0 I 0�_I 0 I 0 0 0 I 0 0---- i � --�y---- I I_ 2614.' 2288 ' 1605 1791 _1126_L3392_ __-.----i --- I ! i 237 590' 541 ]4 312I- - -3.61._ I I i 2941!2731 2305 2444 5r .MICROFILMED BY JORM MICR+LA6 CEDAR RAPIDS • DFS MOINES Mio(Ur 1L9LU BY JORM MICRULAU ILLEGIBLE DOCUMENT, ALL OR IN PART LLUAR RAPIJU AND OL'', ";U,:,L.:, •-�•�• FOLLOWING DOCUMENT � Y, i 141CROFILI.1ED RY JORM MICR+LAS C1OAR PAPM', • nF$ t401IICS I lukUFILMEL) BY JORM 141CROLAB CEDAR RAVIUS AMU JL:, ;•IUlau, 'J.•11 . L i I IL 11i'� r lir; _!d::'I •.. ! / •J ` I -i I • , L 111.1 t ,.{•/fit I tl,.4r�lJ ���%• I Jr l[�_ �_.•.l' cu. .7 r;+� c�1, 14 � I .on, Year • o G,• t_1 MICROFILMED BY ,I JORM MICR+LA9 EEMR RAPIDS • OGS MOINES I IL ` I , L 111.1 t ,.{•/fit I tl,.4r�lJ ���%• I l[�_ �_.•.l' cu. .7 r;+� c�1, 14 1 � / MICROFILMED BY ,I JORM MICR+LA9 EEMR RAPIDS • OGS MOINES MICRUFILMED BY JORM MICROLAB CEDAR RAVIUS ARU UCS MUINL�, » Agenda Iowa City Riverfront Commission Tuesday, July 18 -- 7:30 p.m. C �s C%gn-fer-ence—Room 7:30 Meeting to Order. d Review and approval of minutes for June 20, 1978. 7:35 Brief discussion on Parks and Recreation Commission recommendation for completion of bike trail in City Park. 7:45 Brief discussion of a possible Commission recommendation to the Johnson County Board of Supervisors with regard to the Johnson County Conservation Commission plan to buy land in the "Frytown" area for conservation. 7:55 Report by Jim Lindberg on University of Iowa Campus Task Force proposals as related to the Iowa River. f 8:15 Discussion of procedures for establishing a River Corridor Overlay Zone. I New Business. 9:00 Adjournment. �(r :41CROFILMED BY JORM MICR+LAS CEDAR RAPIDS • DES MOINES Ig0I i MICRUFILMED BY JORM MICROLAB CEDAR RAVIUS ARU UCS MUINL�, » Agenda Iowa City Riverfront Commission Tuesday, July 18 -- 7:30 p.m. C �s C%gn-fer-ence—Room 7:30 Meeting to Order. d Review and approval of minutes for June 20, 1978. 7:35 Brief discussion on Parks and Recreation Commission recommendation for completion of bike trail in City Park. 7:45 Brief discussion of a possible Commission recommendation to the Johnson County Board of Supervisors with regard to the Johnson County Conservation Commission plan to buy land in the "Frytown" area for conservation. 7:55 Report by Jim Lindberg on University of Iowa Campus Task Force proposals as related to the Iowa River. f 8:15 Discussion of procedures for establishing a River Corridor Overlay Zone. I New Business. 9:00 Adjournment. �(r :41CROFILMED BY JORM MICR+LAS CEDAR RAPIDS • DES MOINES Ig0I P -A The Building Line Volume 11 WHAT'S IN A NAME? -- NOT MUCH! July 1978 Recently the Building Division has received numerous requests for clarification regard- ing the requirements for habitable rooms in dwellings. The concerns especially deal with the minimum amount of window area required for light and ventilation. Before we can deal with the requirements for habitable rooms, it is important to under- stand the distinction between habitable and non -habitable rooms. The Building Code defines a habitable room as a space within a structure for living, sleeping, eating or cooking. By definition, bathrooms, toilet compartments, closets, halls, storage or utility space, and similar areas are not considered habitable rooms. The Code does not recognize real estate terms such as "rec" rooms, "family rooms", "dens", etc., but rather identifys the occupied space within the dwelling according to its use. The Code would then define all of the above named rooms as rooms used for living purposes.. The requirements and labels for rooms used for sleeping,.eating or cooking are generally well understood. It should be understood that by Code require- ment, it's not important what you none the room that you are going to construct but rather what use is going ,to be placed on that room by the occupants. Any space used for living purposes is considered habitable space. The light and ventilation requirements for habitable rooms within a dwelling unit require natural light by means of exterior glazed openings with an area not less than one tenth (1/10) of the floor area of such rooms with a minimum of ten (10) square feet be provided. The Code further requires that all habitable rooms within the dwell- ing unit be provided with natural ventilation by means of openable exterior openings with an area of not less than one twentieth (1/20) of the floor area of such rooms with a minimum of five square feet. Both the minimum light and ventilation requirements can be met if either double hung, slider, casement or awning windows having a minimum total of ten square feet and not less than 1/10th. of the floor area are installed. It is common in high-rise apartment type buildings to eliminate openable windows for natural ventilation. In such cases a mechanical ventilating system may be provided as long as such system is capable of providing two air changes per hour in all habitable rooms. The Code further requires that one fifth of the air supply shall be taken from the outside to assure an exchange of fresh air. For further requirements on light, ventilation and sanitation in habitable areas we suggest you consult Section 1305 & 1405 of the 1976 edition of the Uniform Building Code. The City Council is now in the process of reconsidering the Code requirement of ten percent light requirements in kitchens and is considering reducing this requirement to three percent of the floor area of such rooms. The Building Inspection staff will support a reduction in the Code requirements for kitchens and are certain that this will more properly reflect current building practices, however, until the Council adopts such an amendment and it is published in the paper, the Code still requires a ten per- cent natural light requirement for kitchens. NEW BROCHURES AVAILABLE "Plan Requirements for Residential Building Permits" and "Woodburning Stoves" are two new brochures that are available at no charge from the Building Division. "Plan Requirements" lists the drawings and details required to obtain a building permit for a new house or major remodeling job. Topics covered in "Woodburn- ing Stoves" include purchasing your stove, install- ation, and the do's and don'ts of using wood heat. ///d ----, �.•.vci IIS JORM MICROLA9 r•° � DEVELOPERS INVITED TO BUILD; HOUSING FOR ELDERLY OR HANDICAPPED TENANTS Iowa City Builders and developers are being invited to build or remodel existing housing in Johnson County for Federal rent subsidy to elderly and handicapped tenants. The Department of Housing and Urban Development recently announced the availability of funds for an estimated 195 units of housing for elderly and handicapped persons. This alloca- tion is for substantially rehabilitated or newly constructed housing units under the Section 8 Housing Assistance Payments Program to be located in a 34 county area in Eastern Iowa which includes Johnson County. Appropriate instructions, fors and other program information are contained in a Developers Packet which may be obtained by writing to the Department of Housing and Urban Develop- ment, Room 259, 210 Walnut Street, Des Moines, Iowa 50309 or telephone (515) 284-4687. Proposals may be submitted by private owners. The deadline for submission is 4:00 p.m., August 8, 1978. MINIMUM HOUSING BUILDING INSPECTION During June, 1978, 215 structures were During the.month"of June, 1978, 50 Building inspected containing 723 dwelling units Permits, 33 Mechanical Permits, 29 Plumbing and 509 rooming units. 94. dwelling Permits, and 50 Electrical Permits have been units and 56 rooming units were found issued by the City. The total value of, all to be im:compliance with the"Minimum June construction in IowaCity. is ;$886;129. Housing' -Code of Iowa City.' 629"dwell- There were 3 demolition permits issued. ing units and 453' rooming' units did not comply with the Minimum Housing Code. HOUSING ASSISTANCE PROGRAM During June, 1978, 7 units were brought into the Section 8 Program.' There are no units left in Section 23. Total units, Section 8 = 308. 991: 'ON 3lwJod VM01 'A110 VM01 QIYCT 39VISOd 'E 'R 3ZVH rMa J o RM MIC ROLA S Ows enrol 14410 enrol •3S uWutmm '3 Olb saolA.tas uol4oadsul pue 6ulsnoH ;o 4uounaeda0 fi113 emol 3 o A410 f1ILRUFILMED BY JURM MICROLAB • CLDAR RAPIUS ANU oLS 'City of Iowa Cit` MEMORANDUM DATE: July 21, 1978 TO: City Council FROM: City Manager RE: Smoking It is suggested that the City Council designate the lobby of the Civic Center, the two outer sections of the Council Chambers (along the walls) and the Council table for smoking. The middle section of the Council Chamber will be a non-smoking area, In addition, it is recommended that one side of the conference room be for smoking and the other side be designated non-smoking. The only other public area within the Civic Center which will be designated for smoking will be the staff room on the lower level. It is recommended that the Police and Fire Chiefs, and the department heads responsible for the Davis Hotel and the Recreation Center designate appropriate areas within the departments. ti141CROFIL141O By JORM MICR+LAB I ' UOAR RAMS • OLS MKS IW3 i f1ILRUFILMED BY JURM MICROLAB • CLDAR RAPIUS ANU oLS 'City of Iowa Cit` MEMORANDUM DATE: July 21, 1978 TO: City Council FROM: City Manager RE: Smoking It is suggested that the City Council designate the lobby of the Civic Center, the two outer sections of the Council Chambers (along the walls) and the Council table for smoking. The middle section of the Council Chamber will be a non-smoking area, In addition, it is recommended that one side of the conference room be for smoking and the other side be designated non-smoking. The only other public area within the Civic Center which will be designated for smoking will be the staff room on the lower level. It is recommended that the Police and Fire Chiefs, and the department heads responsible for the Davis Hotel and the Recreation Center designate appropriate areas within the departments. ti141CROFIL141O By JORM MICR+LAB I ' UOAR RAMS • OLS MKS IW3 F1i LROlU ILMLU BY JORM MICROLAB LOAR RAPIUS AIIU uL�) Johnson county . regional planning commission 221/2 south dubuque street, my 17, 1978 iowo city, iowo 52240 (319) 351-8556 Isabel Turner cw.,m. Emil L. Brandt [,a.,n. D, row MEMO TO: Human Services Committee, Iowa City City Council, Johnson County Board of Supervisors, United FROM: Emil Brandt 1 l 1 Some of you are already aware that Ms. Sally Baldus has recently resigned as the Project Director of the Human Service Planning Program, while others may be hearing this for the first time. Sally has accepted a position at the University of Iowa in the Office of International Education as a Foreign student Advisor. This is an area that she has had an active interest in for a long time. Sally's termination date is July 28, 1978. Sally's leaving creates some special problems for us, in terms of completing the tasks we are committed to carry out under the terms of our contract and in maintaining the general positive momentum this project has generated. I am confident, however, that with your continued assistance, we can meet our committments and continue to have a successful program. I would also like to announce that Ms. Pam Ramser, Assistant Human Service i Planner since April 1977, has been appointed to replace Sally. Pam is very capable; we are very fortunate to have someone with her background and famil- iarity with the project to be able to assume the leadership role. During the next few days, Pam, Sally and I will be discussing the additional resources that are needed to complete the various components of the program. We will continue to keep you advised on this aspect and would be happy to discuss any ideas or questions you may have about it. CC: Isabel Turner Carol Spaziani Sally Baldus Pam Ramser iyo y/ 7 pICROFI LI4LD BY ,...� ' JORM MIC R#LA9 I GCDAR RAPIDS • NGS tt01N6 M !-!!O<UFLLMLO BY JORM MICROLAB CEDAR RARIUS AND jLS City of Iowa Cl" MEMORANDUM DATE: July 21, 1978 TO: Neal Berlin and City Council FROM: Gene Dietz, City Engineer RE: Dean Jones property The Engineering Staff has reviewed the proposal by Dean Jones to realign the Ralston Creek between the Meadow Street bridge and the cemetery south of Friendship Street. Based on the information given, it is my opinion that given a set of very rigid parameters with which -to work, the realignment can be technically feasible. At this point, the information supplied by the developer's engineer is in a very preliminary form. Frankly, we do not have the availability of a computer that might be used by INRC to determine if there would be a rise in flood elevation waters on a comparison of the before and after effects of the project. And in that regard, our office would defer it to their good judgment. There are really two issues that are being addressed in this concept. First of all, they desire to realign the channel to effectively provide more usable space for development. In addition, their preliminary design attempts to accommodate our Storm Water Management Ordinance. If the project should be performed, there are a great number of technical details which must be accounted for in the final detail design. However, on a conceptual basis the following parameters should be applied: 1. Any disturbance to the existing channel should be repaired with a very sophisticated method of stabilization to prevent erosion. Again, this is technically feasible, but since it was not specifically addressed in the preliminary design, I would reserve the right to approve a method in the final design; 2. Ralston Creek itself is a storm water detention facility in a sense. During a 100 year frequency storm for example, the water contained within the 700 foot length of the channel in the Dean Jones property and bounded by the existing ground elevation and the surface water elevation is a specific volume. An absolutely necessary parameter in the design of this project is that that exact same volume plus the additional volume generated by new construction in accordance with our Storm Water Management Ordinance be accommodated within his property; 3. The preliminary calculations contain some computational errors when you are finding the allowable release rate for the property. The calculations were made assuming that all the upstream watershed would be controlled by storm water management. In fact, there are approxi- mately 259 acres of the total 1500 . acres in the watershed that have been developed. The flows from the existing development will necessarily have to be accommodated as being an unrestricted release rate; /410,5 '�- MICROFILM BY ..� JORM MICR+LAE CTDAR RAPTM • DFMORTES MICROFILMLD BY JORM MICROLAB -2- CEDAR RAPIDS AIIU ULS MlJl t: , ;Jr . 4. The amount of storage required for the four acre site is extremely small in comparison to the amount of storage in the channel area during the 100 year frequency storm. As indicated above, this storage volume should be what exists today plus the storage required for the site. However, since the method to determine storm water flows is not an exact science, it is my opinion that no attempts should be made to restrict any portion of the channel to provide for this minute amount of storage capacity for the four acre subdivision. In other words, the actual channel cross section should not be smaller in cross sectional area and carrying capacity than exists on any point in this section of the creek today; and 5. Again, since we do not have the equipment to perform an exacting analysis of this project, I will defer to INRC's judgment as to whether the proposed improvements would cause a rise in water elevation which would cause property damage beyond what would be anticipated without the project. 0 There's a great deal of concern about this project on the part of residents in the area -- and rightfully so. I believe it is technically possible to make these improvements without changing the frequency of flooding to any properties in the area. However, it's a fact that shortly after completion of the work, Iowa City could get a rainstorm larger than we every experienced. In that event, no scientific evidence in the world will convince people with damaged property that this improvement was not a contributing factor. The point being, I have addressed this issue from a technical standpoint and there are indeed other issues involved which the City Council must address. Members of the City staff including myself will be in attendance at the informational meeting set for July 26 to discuss the entire project with residents of the area. The meeting is scheduled for 7:30 at the Robert Lucas Elementary School. h11CROFILMLD BY 1 1 JORM MICR¢LAB CEDAR RAPIDS • DFS MOINES i MICROFILMLD BY JORM MICROLAB -2- CEDAR RAPIDS AIIU ULS MlJl t: , ;Jr . 4. The amount of storage required for the four acre site is extremely small in comparison to the amount of storage in the channel area during the 100 year frequency storm. As indicated above, this storage volume should be what exists today plus the storage required for the site. However, since the method to determine storm water flows is not an exact science, it is my opinion that no attempts should be made to restrict any portion of the channel to provide for this minute amount of storage capacity for the four acre subdivision. In other words, the actual channel cross section should not be smaller in cross sectional area and carrying capacity than exists on any point in this section of the creek today; and 5. Again, since we do not have the equipment to perform an exacting analysis of this project, I will defer to INRC's judgment as to whether the proposed improvements would cause a rise in water elevation which would cause property damage beyond what would be anticipated without the project. 0 There's a great deal of concern about this project on the part of residents in the area -- and rightfully so. I believe it is technically possible to make these improvements without changing the frequency of flooding to any properties in the area. However, it's a fact that shortly after completion of the work, Iowa City could get a rainstorm larger than we every experienced. In that event, no scientific evidence in the world will convince people with damaged property that this improvement was not a contributing factor. The point being, I have addressed this issue from a technical standpoint and there are indeed other issues involved which the City Council must address. Members of the City staff including myself will be in attendance at the informational meeting set for July 26 to discuss the entire project with residents of the area. The meeting is scheduled for 7:30 at the Robert Lucas Elementary School. h11CROFILMLD BY 1 1 JORM MICR¢LAB CEDAR RAPIDS • DFS MOINES r"[tLROFILALD BY JORM 141CROLAB TO: FROM: RE: LEDAR RAPIDS AND UL5 ;'IUiIiLo, lUm. City of Iowa CI" MEMORANDUM Neal Berlin and City Council Gene Dietz, City Engineer Camp Cardinal Road Bridge DATE! July 21, 1978 On Wednesday, July 19, five fully loaded gravel trucks (25 tons each) crossed the Camp Cardinal Road bridge which is posted for 2 ton. The immediate result was that damage to one of the floor beams occurred. On the same day, City crews erected signs indicating automobile traffic only, enter at your own risk, and speed limit 5 mph. On Thursday, July 20, we hired Noel Willis to inspect the facility towards making a recommendation on corrective measures, fie advised that the bridge should be closed completely. Closure of the bridge was in progress before noon Friday, July 21. Prior to closure, the five residents in the area were advised and were allowed to bring a passenger car across to the north side of the bridge. The Police Department has been advised to provide additional security for these parked cars. The Fire Department has been advised of the closure and if the need arises, the Fire Department will send an empty pumper across the bridge (approximately 7,000 pounds) and pump water from the creek for use in fighting any fires that might occur. Noel Willis will be performing a design to stabilize the bridge back to its original two ton load limit. To accomplish this, Engineering will order piles and seek a pile driver in hopes of performing these repairs as early as possible -- hopefully next week. It is anticipated that the bridge can be opened to two ton traffic upon these repairs. However, the balance of the bridge is in a very poor state of repair. Engineering will do some preliminary calculations to determine the cost of replacement versus the possibility of improving the road from Melrose north to the residential area. At this point, there is no estimate on the feasibility of the second alternate, but we should have some information by late next week. I will keep you advised of the progress of the repairs. � IdICnOPI LMCD BY DORM MICR�LAB C(DAR RAPIDS • PCS MKS M. MD.ROFILIALD BY JORM MICROLAB • CEDAR RAPIDS AND LLS ;fu1;�Lo, ,�r• parks 8e recreation AE MO department t.Mayor and City Council from: Parks & Recreation Commission re; Creation of Downtown date: July 19, 1978 Commission The Parks and Recreation Commission wishes to make the following observations regarding the proposed Downtown Commission. There is a general feeling that the Downtown Commission is un- necessary and that it would encroach upon the duties of the Parks and Recreation Commission in the area of cultural activities. The Commission feels that cultural events are running smoothly at the present time. Conflict could also occur regarding public and private improvements and maintenance costs for same. There is also a possibility of conflict because Parks and Recreation is responsible for the whole city while the Downtown Commission would be concerned only with a small area. The Parks and Recreation Commission wonders if the creation of a Downtown Commission would lead to the creation of a Mall Commission, a Wardway Commission, etc. The Commission feels that the current Downtown Merchants' Association, which acts as a neighborhood advisory council, is functioning in a smooth manner and points out that the Recreation Division has had some events in cooperation with the Association. /ef I41CROFILMED BY ,I ! JORM MICR+LAB CCOAP PAPIM • OCS MOINES 11. Miw(UFILMLO BY JURM MICROLAB LEUAR RAVWb AIIU uCAUI:,c:,,0111 City of Bowra City DATE: July 21, 1978 City Council TO: City Manager FROM: Robert If. Bowlin, Asst. City Attorney OF: Appeal of Bill Terry - 527 E. College St. Dear Members of the Council and Neal: On July 6, 1978, a hearing was held before the Iowa City Housing Appeals Board on the appeal of Bill Terry concerning a nultiple dwelling at 527 E. College Street. The appeal entered around the allegation that a former housing inspector had approved plans to bring the building up to code without bringing to the attention of Mr. Terry or his agent the existence of a 1970 inspection report which indicated the existence of illegal dwelling units. The building was then purchased by Mr. Terry for a price that assumed there were no violations except those known to Mr. Terry. Present city inspectors noted the deficiency and ordered it corrected. Mr. Terry appealed to the Housing Appeals Board, and the Board held, 3-1, that Mr. Terry did not have to comply. The City intends to ask the District Court to review this finding because we believe 1) that the building does not comply (there was really no dispute on this point), and 2) that the City is not estopped to assert this violation against Air. Terry. Respectfully submitted, Robert If. Bowlin cc: Mike Kucha zak, Dir. Housing and Insp. Serv. Bruce Burke, lousing Insp. Charles Calef, Housing Insp. John Hayek, City Attorney �• „�',�• ICRUILMED BY 1 `} .JORM MICR+LAB , • CCD�F RAPIDS � pG5 F1pl!IE.S / y o. m FIILRUFILMLU BY JORM MICROLAB LLDAR RAPIOu AND uL: >iuJ.� ,w::• City of Iowa C1" MEMORANDUM DATE: July 19, 1978 TO: Neal Berlin and City Council J FROM: Dick Plastino, Director of Public Works RE: Water Drainage and Flooding Problems �� In the last several weeks, Public Works has received many calls regarding drainage and flooding problems. We have been quite adamant about placing the responsibility for cost back to the local property owner. Since Council will eventually be asked to decide on some of these issues, we did want to make you aware of our thoughts. 1) Many of the flooding and the drainage problems are the result of improper grading and drainage around the building itself. The City does not review lot or subdivision grading plans. The builder himself has control over foundation elevations, basement window elevations, drainage away from the house, etc. It has been our observation that drainage does not seem to be a high priority in setting the elevation of foundations and in lot grading. 2) There have been some problems with storm sewers being overloaded and causing back-ups into streets. On June 28, the City received a storm greater than the five year rainfall. The City has made developers provide for a five year storm sewer since Council adopted standards in 1975. Prior to this time, there was a verbal standard of a five year storm and prior to 1970 there does not appear to have been any type of firm design standards. 3) The City does not presently review lot and subdivision grading plans and we are reluctant to impose yet another regulation on developers and builders. Perhaps it may be useful for there to be an informational meeting for the home builders to make them aware of drainage problems. 4) When people receive too much water from their neighbors upstream, they do want someone to take the responsibility and they generally look toward the City to correct these problems at City cost. Public Works finds it difficult to justify expenditure of public money for a drainage problem which occurred because of an improper foundation elevation or poor lot grading. We have been trying to provide advice to citizens about how they might correct the situation by building berms around their house, extending rain gutters away from the house, raising casement windows, etc. We have resisted committing City funds to any type of storm sewer project. l qo? Y• -t," 141CROFILMED BY - . JORM MICR+LAB ((npR PMIDS • OCS '401N[5 I.!!LRUFILMED BY JORM MICROLAB CEDAR RAPIDS A14U UES I'IUII'ILJ, iWI.I • S) Some citizens are upset about the storage of water in streets even though no flooding of buildings occurred. Given the size of the rainstorms in the last several weeks, street flooding would be a normal occurrence. As you know, with the new Storm Water Management Ordinance we now actually plan for flooding at selected locations. We would not consider it a desirable objective to eliminate street flooding in older subdivisions just for the sake of not having water there. 6) If, in the next several months, Council feels that a storm sewer project should be done by special assessment to property owners, we would suggest that it be budgeted into the FYBO budget year. The Engineering Division presently has an extremely heavy workload and the only method for constructing immediate improvements would be through the use of consultants. In summary, we would suggest that the City continue to assign responsibility for lot and subdivision grading to the home owner and/or the building contractor. Council may wish to discuss the possibility of a meeting for builders, or perhaps some type of lot and subdivision grading ordinance. As mentioned earlier, Public Works would prefer the meeting initially before adding yet another ordinance to the subdivision regulations. nWe would also ask that Council maintain a consistent policy in regard to drainage problems. If we provide cost sharing for a local drainage problem for one resident, we must do it for all residents. Many many residents received water in and around their basements during the last rainstorm due to poor lot drainage and improper foundation elevations. i cc: Gene Dietz Craig Kanter Harry Boren � FIL14ED BY :{ 1 ` JORM MICR+LA9 CEDAR RAPIDS • KS IODINES MiL,kUIILM U BY JURM MICROLAB c TY OF CIVIC CENTER 410 E WASHINGTON ST. July 14, 1978 CEUAR RAPIO� AND uL'� :1U1:1L_', .JV„ Mr. Jim Elza, Executive Director Fast Central Iowa Council of Governments 332 E. Washington Iowa City, Iowa 52240 Re: Housing Policy Plan Revisions WA CITY ITY, IOWA 2240 (319) 354.180 oil 0 ' W Dear Jim: assisted h using which you our Housing Policy Plan. You will Enclosed you will find information about federal y Iowa City rather than all of requested in order or correation providedle 2concerns only all notice that the information P ests that you contact Norm Johnson County. Lyle Seydcl and I do not have to information about m Office to get further federally -assisted units in the et at th County. y In addition, et do not have Jurgens or Bill Van Fhonc number Des 515/284-4687. or or Johnson information. Their p the number of 235 homes in Iowa City Office Regional Planning, the Des Moines Insuring access to information concerning i County. I believe Johnson County g 235, 221-d3). h far connected (FmHA programs,for and the local Fm11A Administrator would be the best sources f235, Project 3). As far which Lyle and I are not directly as I know, Lone Tree has a 20 unit Traditional Public Housing ,alone has between and North Liberty has a number of neLyle 5estimatesuthatc owatCityma'o specific but the HUD Des Moines Office can about the whole of Johnson County. 150-200 homes financed through the 235 program, probably give you exact information. ate se units Regarding Table 24, it may be of some value to separrocessoof development. Iowa management and an additional 277 units at variouossibility es under management from those units which are in the P City has 646 units under manag has been of development. These Inttnotunits are not tedcevenethough �financing h a that some of the units may ori es as there are approved. The chart I provided reflects the different categories of completion. UD 81, It may also be In rams to form two or more '�(rrehabilitation, new construction a variety of programs which fall under Section 8 and subsidies for existing housing), each of which address a different kind of housing problem and Population group. I have also in the most recent tally o Universityeprovided housing which may be helpful to you in estimating the number of students seeking housing through the private market. how I would write the Housing Policy Plan, if I stl Many of the items we discussed were things you and John Milligan asked me recently were responsible for doing 22 clearer discussion of rlainlonship methodologybetween in someneeds I talked about last February (adding narrative to exp and technical and goals, objectives and goals' Problem, correcting typing clearer discussion of the housing P articles and handbooks which places, I have found the following errors). In addition, are enclosed: 14110 141CROFIL111D BY ' JORNI MICR+LAB CFDAR PA+PIN DCS ~101145 hAj6I0FILMED BY JORM MICROLAB Mr. Jim Elza July 14, 1978 Page 2 CEDAR RAPIDS AND ULS MUIiIL>, .w111 1. The "Housing Model" chapter from Regional Housing Planning which I think gives a good overview; 2. A NAHRO Guidebook on how to prepare a local housing assistance plan; 3. [IUD general instructions for preparing a Housing Assistance Plan (ETR calculations). All of the above information may also be useful if Region 10 decides to develop a Housing Opportunity Plan. As you know, Opp is anxious for APO's to adopt a standardized method of preparing housing plans using the Region 9 plan as a model. I haven't read the plan, but it seems that many of the favorable points noted about the Region 9 plan are items which have been suggested to improve the Housing Policy Plan for Area 10. Perhaps you will be able to easily transfer some of their methodology and format to the Housing Policy Plan. Analyzing housing problems is never an easy task, especially in Area 10 with the rural, metro, small city, University mix; but I am sure your conscientious efforts will be a valuable contribution toward meeting unmet needs. if I can provide any further information, please don't hesitate to contact me. Sincer ly, Susan K. Sheets Planner/Program Analyst SKS/ssw cc: P116nnis Kraft, Director of Planning Fi Program Development Julie Vann, CDBG Program Coordinator 141CROEIL14ED BY DORM MICR+LAB i t cEDAR RAPIDS • DES MOINES !•iiLIOr IL&D By JORM MICROLA8 LEUAR RAPIO:, AIIU uL� ?IU1;4L,, . �..I 1.w4` RECLIVED JUL 1 U 1975- Pnuil D. Spuirit p (rtJlJ„inc. • MUNICIPAL FINANCE CON5ULTANTS PAUL D. 5PEER.V4r1..1.1 ELWOOD DARCE RONALD V. NORENE THOMAS E.COUGHLAN PAUL 0. (PETE) SPEER, JR. JAMES C.CUSSER LAWRENCE J. RIMMER WATEALOO.IOWA 60103 (M.)3]6•f60Y TH EOOORE D.KUNZ HASHOTAH. WI1.61066 (A H)]61•)060 RoutIn Mayor/ President Finance po ,1&d �.'u,r AREA 312•FINANCIAL B -O IS July 1978 TAXES, CONTINUED By this time you have probably read thousands of words in newspapers and magazines concerning the voters approval by almost two to one of Proposi tion 13 In California. Chances are good that you still don't know exactly what was approved, so we are providing the text of the proposition in this issue. Section l: a. The maximum amount of any ad valorem tax on real prop- erty shall not exceed 1 percent of the full cash value of such property. The 1 percent tax to be collected by the counties and apportioned accord- ing to law to the districts within the counties. b. The limitation shall not apply to ad valorem taxes or special as- sessments to pay the interest and redemption charges on any indebtedness approved by the voters prior to the time this section becomes effective. Section 2: a. The full cash value means the county assessor's evalu- ation of real property as shown on the 1975-76 tax bill under full cash value,” or thereafter, the appraised value of real property when purchased, newly constructed or a change in ownership has occurred after the 1975 as- sessment. All real property not already assessed up to the 1975-76 tax levels may be reassessed to reflect that valuation. b. The fair market value base may reflect from year to year the in- flationary rate not to exceed 2 percent for any given year or reduction an shown in the Consumer Price Index or comparable data for the area un- der taxing ,jurisdiction. Section 3: From and after the effective date of this article, any changes in state taxes enacted for the purpose of increasing revenues col- lected pursuant thereto whether by increased rates or changes in methods of computation must be imposed by an act passed by not less than two-thirds of all members elected to each of the two houses of the Legislature, ex- cept that no new ad valorem taxes on real property, or sales or transac- tion taxes on the sales of real property, may be imposed. Section 4: Cities, counties and special districts, bya two-thirds vote of the qualified electors of such district, may impose special taxes on such district, except ad valorem taxes on real property or a transaction tax or sales tax on the sale of real property within such city, county or special district. IEICROFILK0 By JORM MICR+LAB I f,F OnR I?PNI O`. !105 td01nC5 MIURW ILMLD BY JORM MICROLAB CEDAR RAPIUS AND UESiU�„�� Section 5: This article shall take effect for the tax year b(Iginning on July 1 following the passage of this amendment, except Section 3, which shall become effective upon the passage of this article. Section 6: If any section, part, clause or phrase hereof is for any reason held to be invalid or unconstitutional, the remaining sections shall not be affected but will remain in full force and effect. There has been a widespread assumption in the media that the approval of Proposition 13 reflected a revolt against property taxes. This would seem to be in error. Sections 3 and 4 requlrea two-thirds vote fornew or highernon-propertytaxes. That's not two-thirds of those votino but two-thirds of those eligible to vote. No small hurdle. Principal backers of the proposition make itclear that it's the level of government spending which they want to reduce. A frequent criticism is that the proponents did not include directions as to which governmental services should be reduced or eliminated. There are many legiti- mate criticisms to be made but that is not one of them. Itwould be an even tighter straitjacket if leeway was not possible for different jurisdictions to make differing decisions on where to limit spending. Also, such initiatives must be limited to one subject and Proposition 13 is already under attack in the California courts for its multiplicity of tax subjects. It is not expected that the courts will be eager to overturn a change approved by such a preponderance of voters. One of the few spokesmen to avoid hysteria when commenting on Proposition 13 was John E. Peterson of the Municipal Finance Officers Association in a speech at the U.S. Conference of Mayors shortly after the vote. He compares it to the New York City financial crisis in the sense that "... it has a heavyemotional element and re - Elects a greatly diminished confidence In our public institution this time shared by a large number of taxpayers as opposed to a relatively small number of creditors." Peterson provides a thoughtful analysis of problems and ambiguities but is on weaker ground in pursuing the point that "... the Federal tax collector will evidently do better since Californians will not be able to take as great a [federal income] tax deduction on local property taxes." He is right, of course, but concomitant with his point is the idea that Californians should be expected to rejoice at an opportunity to pay higher property taxes in order to reduce income taxes by a lesser amount. The boldest perception of the "taxpayer revolt" may well be from overseas. The lesson of the California vote was featured on the cover and in the lead editorial of The Economist (London) . The revolt against taxes is In its infancy. It will grow to a rude universal manhood if two things do not quickly happen in the western free - enterprise world. The tax revolt will spread, first, if the growth in c"� n MICROFILMED BY i JORM MICR4�LA6 CFDAR RAPIDS • MCS MOINES I4iLkUFILMEU BY JORN 141CROLAB LEUAR RAPIOS MU ULS I•iUi l _,, .w.,, personal income and wellbeing does not begin to outstrip again the remorse- less growth in taxation to pay for public services. And it will spread, rowdily, if the growth In the tax -take itself does notdiminish; then halt; then, very soon, go into reverse. The vote in Cal iforniais said to be a harbinger of things to come unless "... govern- ments learn in time the lesson that the tax -take cannot just steadily grow over a 200 year period from 0% of personal income to 100%. Somewhere the process has to stop ... ordinary people, not The Economist. will say where." California Governor Brown has signed legislation allocating $5 Billion of the state'ssurplus to schools citiesand counties to assist in the transition period. In addition, the legislation provides for the allocation between jurisdictions of the $5.4 Billion in property tax money that will be collected under Proposition 13• The net effect will be a 9.7 percent reduction in local government spending during the fiscal year. ON THE LIGHTER SIDE The Financial Analysts Journal frequently contains ponderous articles which by comparison make federal regulations models of clarity. Adelightful variation written by Gary Helms, Research DirectoratLoeb Rhoades G Co., Inc., contains a long listing of Helm's Ultimate Truths which can be understood by, and be a profit to, any reader. A small sampling. If you take a starving dog and make him sleek and prosperous, he will not bite you; this is the principal difference between man and dog. All generalizations are false, including this one. The race isn't necessarily to the swift, but that's the way to bet it. Analysts write long research reports when they don't have time to write short ones. Not to decide is to decide. None of the old rules work anymore, but then they never did. Washington is a city of Northern charm and Southern efficiency. Two things cause a stock to move — the expected and the unexpected. Don't ask your legal counsel if but how. The trouble with the stock market is not that It Is controlled by mathe- matical factors, or that it is controlled by non -mathematical factors, but that it is controlled by nearly mathematical factors. The pen is mightier than the pencil. r_FIL14ED BY t JORM MICR+LAB MAR RAPIDS • DCS MOMIS I•ilWtOFILMLD BY JORM MICROLAB CEDAR RAPIDS AND ULS 'IUI,+u TAXES, CONTINUED AGAIN In the trade-off of dollars sent to Washington versus dollars returned, the State of Indiana gets the shortest end of the stick. Figures developed by the Tax Foundation show that Indiana residents paid $1.43 in taxes for each $1.00 the state and its local governments received in Federal aid. There were 21 states who were losers although one of them Pennsylvania came close to breaking even. (General revenue sharing is included as a return to localities but payments in lieu of taxes on federal lands in certain states is not.) The tax burden per dollarof federal aid for selected states was reported as follows. Losers Winners Indiana ........... $1.43 Wyoming ................. $ •99 Kansas ............ 1.34 Arizona ................. .95 Ohio .............. 1.31 Minnesota ............... .95 Illinois .......... 1.26 Wisconsin ............... .88 New York ................ .82 C- 1.19> Utah .................... .78 Missouri .77...77.. Hawaii .................. .74 California ........ 1.08 Mississippi .. .57 Michigan .......... 1.01 Washington, D.C. ........ .29 The winners may not have receiveda bargain. The prospect of Federal aid may have induced projects which otherwise may nothave been Judged important and, on the average, states and localities must come up with one dollarof their own money foreach three dollars worth of assistance from the Feds. THE MUNICIPAL MARKET The municipal bond markethas been retreating since March of this year when the Dow -Jones Municipal Bond Yield Index was at 6.12 percent. The Index was at 6.83 percent on each of the first three weekly reporting dates ofJune, at 6.93 on June 26 and 6.97 on July 3. The July 3 yield was the highest since May 1976 when it last ex- ceeded 7.00 percent. PAUL D. SPEER 6 Associates, Inc. i MICROFILMED By .i JORM MICR+LAB t CFOAR PAPIMS • nES MOIN6 f•liukUr ILMLU BY JORM I•IICRULAB UEJAR RMI 1U�) ANO J "UNHAPPINESS IS NOT A DISEASE" 64�. 1Co Qos44�, Once upona time a man could stare glumly out a window, or grunt at his wife;, or slam the door, or stalk off on a solitary walk - all without having the loved ones rush to his rescue with do-it-yourself psychotherapy. Once upon a time we were not silly enough to expect everyone to give hourly demonstrations of being "well adjusted." There was a time, in short, when we had the good sense to realize that discontent, despair - even failure - are normal; that squabbles between men and women, parents and children, are unavoidable; that not everybody was intended by God, fate or biochemistry to be content all of the time. Indeed, one mark of good health is precisely the capacity to be unhappy when' reality warrants it - without apology or rationalization. But all this has changed. Now Pollyannas proclaim that discontent is unnecessary, unnatural and un-American. We have become skittish about being labeled "neurotic" and are besieged by euphoric optimists who strain at the leash to "help" us. This is something quite new in human experience. As recently as 30 years ago, no one questioned your right to be unhappy. Happiness was considered a blessing, not a guarantee. You were permitted to suffer pain, or fall into moods, or seek solitude without being analy- zed, interpreted and discussed. Today, however, a mood is not a mood; it is a "symptom." A defeat is not a defeat; it is a sign of an "unconscious wish to fail." We no longer have feelings; we are slaves to "motivations." I think I am safe in saying that never before have so many people known so exactly what is wrong with everyone else. The social air is crowded with diagnostic jargon and therapeutic exhortations. Dear friends confuse our discontent, with disease 'and mistake simple dis- pleasure for dark disturbance. Don't misunderstand me: I am not criticizing psychiatry and psycho- analysis as such. It is iheir•function, and.a useful one, to try to heal the truly sick. What`:I• am inveighing against are the popular cliches that conclude that if you'are;'It ecstatic 'there's something wrong with you'; and the idiocy that assumes anyone,who has gone to a psychiatrist or read three books about psyghoanalysis is'.ipdo 6ac.to qualified to decide who is ill and what incantations must be invoked to heal him. A soul in distress is not necessarily doomed. Balance, proportion, good sense - surely these are`b'etter than hasty psychologizings. The confidence that a mood will pass, that some things simply take time, that not everthing needs to'b'i,i xpl,ained, may be a good deal more desirable than unsolicited missions of salvation. We have all been bamboozled into thinking that it is our sacred duty to "understand." This'is;nonsense. There is a good deal about others - even those we know well - that we will never understand. It is enough to know that each of us is often.irraitonal, petulant, child- ish and unfair. The why is less important than the effort to keep others from suffering because of us. AIC20rILMCO BY JORM MICR16LAS rrOAR PAPM . nr$ momr5 MILROH LMLD BY JORM MICROLAB CEDAR RAPID:) AND ULS :'ivi�iL�. +Jnn 1'. £very:so often young people, mistaking my years for wisdom and my height for maturity, ask me for advice. Aside from trotting out the hoary truisms that most experience boils down to, I offer to the ,gallant husband or doting wife who can't sleep because of the other's "con- flict" or depression only this: "Love him (or her) - and let her (or him) alone for a while. Don't intrude upon the private mood; it does not necessarily mean he (or she) hates you or resents Mother or should be carted off to the couch." Whosoever is human must reconcile himself to being imperfect. We must surrender our infantile dream that anyone neatly lives happily ever after. Life, even for the most successful and "well.,adjusted" among us, involves duties tha`i:`'are dull and routines that are disagree- able. r� I Happiness is rare, not.,common. Bliss -,save in transient moments - is an invention of poets, clung to by genuine neurotics. If we spent less time trying to have "fun;!' we. might discover the endless rewards and resources of that internal'seU which''can accept disappointment or ungratified desire, and which,¢is'At'home ;with contemplation and solitude.. I 1 I 1-r 1 41 I41CROFILI4ED BY ' JORM MICR+LAB f.FDAR RANOt • DFS S10mES i 1.1ICi UD ILMED BY JORM MICROLAB Minutes of Staff Meeting July 12, 1978 CLOAR RAPIuS AND UL., hi'J::1u Departmental referrals from the informal and formal Council meeting of July 10 and 11 were distributed to the staff (copy attached). The Human Relations Director is preparing a draft of a memo concerning compensation benefits for supervisory and management employees. The way this has been handled in the past is not workable in relationship to the budget schedule. A group of department and division heads will work on this problem in the next couple of months and come back with a revised schedule and a plan. The subject of longevity pay was discussed. It was the consensus of the staff that longevity pay should be furnished for confidential employees as well as supervisory and management. The Human Relations Director noted that the estimated cost of $8,200 did not include fire command which would bring the total up to $9,400. A memorandum concerning the Davis -Bacon Act was distributed to the department heads. The City Manager noted that there are still problems with contract adminis- tration as related to the Davis -Bacon Act - particularly under the block grant. The compliance officer will be the Director of Finance. Payments will not be released until requirements of the Dbvis-Bacon Act are met. The City Manager reminded the staff that when furnishing items for the agenda, drafts should be on colored paper, often there are no cover memos for items and it is very difficult to determine what is to be done with some items. Department heads were asked to make sure division heads are knowledgeable about requirements for agenda items. Items for the July 25 agenda include: Contract for towing Public hearing for service building The Director of Human Relations advised that a memo will be forthcoming regarding the activities of her department. The Civil Rights Specialist is on vacation and the Personnel Specialist will be leaving on vacation tomorrow. During their absence department heads were encouraged to call the Director with their problems and questions The department heads were requested to advise employees that not all will be receiving their increases on the check to be distributed Friday. These increases will be included in the next paycheck, retroactive to July 1, 1978. The subject of staff evaluation of the City Council was discussed extensively. Prep red by: CLtAA Lorraine Saeger U MICROFILMED BY � � .I JORM MICR+LAB CFDAP RAPIDS • OFS M011415 /y/3 Informal Council Meering FHotel/Motel 78 'i I Cable Television Ordinance I J I h1ILkUH LMED BY JORM MICROLAB CEDAR RAPIUS AND UES MU!kj , •Je-" DEPARTMENT REFERRALS rr DATEFREFERTREDDATTE!Rw7T�RECD w ¢ a 7-10IIParks & Rec Dir 7-10 11 City Mgr 1 I4ICA0PIL14CD BY ...I JORM MICR#LAB CEDAR RAPIDS • DES MOVIES r COMMENTS/STATUS Can County levy tax within the City and use proceeds outside the City? �. The status of tax in Coralville. Add to informal agenda for Tuesday, July 18, 1978. 141CROFILI•110 BY .I JORM MICR+LAB CrOAR AApi05 • DFS MOIKS JS ready lay an lay YF— ince and 'or Ming on 25 t). S, omni s- L nature is r. Y�., • �+ „ MICROFILMED BY _ .) JORM MICR+LAB MAR RAPIDS • OE$ MOINES VSTATUS nitely until :omission and e report back. Ig for sewer? the Resources m and Energy Is of Design i MILRUFILMEU BY JORM NICROLAB City CEUAk RAPIUS MD Uu :'wi:iu Of Iowa CK MEMORANDUM DATE: July 18, 1978 TO: Neal Berlin and City Council FROM: Dick Plastino, Director of Public Works RE: bbnthly Report for June PUBLIC WORKS ADMINISTRATION Transit Garage Ventilation Project - Council has authorized rebidding this job and we are taking bids on August 2 for Council consideration on August 8. We have sent personal letters to approximately 30 contractors and are following up with phone calls to develop bidder interest. To date, seven or eight contractors and subcontractors have picked up plans. Parking Caraga Block 83-84 - The schematic planning phase is complete and the economic evaluation phase is almost complete. The preliminary design phase and final design phase have been combined into one phase to insure completion of plans in September, 1978. Parking Garage Block 64 - A contract is being prepared for Council consideration 1n July. Service Building Addition - On schedule. South Branch Storm Water Detention Area - Consultant interviews are being held in July to select a consultant. Land acquisition will occur this winter and construction is scheduled for next summer. Hickory hill Storm Water Detention Area - The Environmental Review Record is almost complete. Demolition and Site Clearance Contract N6 - The contractor is continuing work on the two buildings. Northeast Water Tank Site - Veenstra f Kimm has studied the City's Comprehensive Plan and reports that it will still be necessary to locate a water tank in the northeast area of town. The City's is proceeding ahead with property acquisition at the intersection of Rochester and Post Road. Recreation Center/Restrooms - Work is almost completed. Ralston Creek Interim Projects - All of the projects are virtually complete. The Iowa -Illinois storm water detention structure appears to be working well. During the three to four inch rain of June 28, the structure filled completely. The structure still has approximately another two feet of height to be added to the dam and this will greatly increase the storage capacity over that that was available on June 28. 141CROFILMED By DORM MICR4�LAB 6EMR RAPIDS • PES MOIRES MILROPILMED BY JORM MICROLAB !1V9 CEDAR RAPIDS AND UES MU11iL�, lu„ Ralston Creek VYatershod Management Plan - Negotiations are under way with Shoemaker Ilaaland for completion of the Ralston Creek Watershed Management Plan study. the Cit Civic Center Air Conditioning Project - A decision has been made by Y audit of the entire Manager and the Public Works Director to handle the Civic Center air conditioning in a more comprehensive th oner firewandtpolicewill ldepartmentnclude a, s- As a subsidiary portion Civic Center including the air conditioning will also be Of the energy audit and engineering analysis, renovated. Invitations are being accean indicate a knowledge of retrofitting tdeainterviews from swill nbe held ts who sincthe cnext several weeks. ENGINEERING DIVISION chart in the City The job status of all projects is listed on the scheduling Manager's Conference Room. EQUIPMENT DIVISION See attached report. POLLUTION CONTROL DIVISION See attached report. REFUSE_ DTVI See attached report. i STREETS ION See attached report. TRAFFIC ENGINEERING DIVISION See attached report. TRANSIT See attached report. WATER DIVISION ,I See attached report. 'I { MICROFILMED BY JORM MICR+LAB CEDAR RAPID$ • DES MOINES IQILROFILMLD BY JORM MICROLAB AREA PERSONNEL 'MINING FACILITIES CEDAR RAPIDS AND ULS MONTHLY REPORT EQUIPK:NT DIVISION DATE: July 10, I978 PROGRESS REPORT 1. Senior Mechanic resigned. Position currently posted Internally 2. Discharged MW III for 4 -day un -authorized absence. 3. Promoted MW I into above MW III vacancy (night shift). 4. Hired CETA worker Lo fill above MW I vacancy and transferred position to bus barn. 5. Hired one of our summer CETA workers to fill above CETA vacancy. 6. urrent structure: _ NIC T SHIFT DAY S IFT TRA\SIT PARTS EB UILDI 1 - Mech 1 1 - Sr. Mech (vacant) I - Mech II 1 - Mech (Act - 1 - M III 2 - Mech I I - MW III ing Sr. Mech) 1 - CETA 1 - MW III (Vech. Recond.) 2 - MW 1 2 - CETA 1 - MW II 1 - rF.TA (y,umma r) 1. Was forced to cancel 2 scheduled training trips. One was con- ducted in non -ERA ratifying state. The other was cancelled be- cause we couldn't spare someone from night shift after firing MWII' 2. Scrapped the inclement weather drivers training program due to'. lack of available personnel to train. Will try another why of do ing it after street repair season. i Plans for new facility to be ready by first week in July to be received by middle of August. T�'riI r^MICROFILMED BY 1 '1 JORM MICR+LA9 CEDAR RAPIDS • DES MOINES Bids MICRUFILi4LU BY JORM MICROLAB PREVENTI VE nIa I NTE X%X(' E REPAIR OPERATIONS CEDAR RAPIDS AND uES MU1IIt�, :J++'. PROGRESS REPORT I. Ealavt•rsien to scheduled maintenance is going exceptionally well Night Mechanics are now not only doing I'M inspections but are able' to perform small repairs which would otherwise in -activate a crew during the day. WH N TYPE 36 Flatbed 314 360 602 966 Aerial Tower Truck REPAIR OPERATION CAUSE B inspection, steering Lack of grease knuckles frozen - couldn't turn spindles with 8 -ft. bar A inspection, excessive Consideration engine blowby - lifters should be given) rattling to asci L 1975 Nova A inspection, muffler shot body rust CMC Coach A inspection, engine shot last rebuild was in -frame May 1975 Maverick PM inspection, trans fluid varnished 12 Backhoe service call, low power (3 pm) 7 MICROFILNEO BY JORM MICR+LAB I CFOAR RAPIDS • orS MOINES gn ng a different vehi.cl than this one 1 for stand-by pe-� opleto take ho-, me. We could save alot of we- ar and tear if we used a h T. instead. No washing pro-! gram. Poor rebuild job i i Normal occurence a few months a -I go we wouldn't i have known about' it until the tr ansmission blew up. Night Mechrnic Pulled dissasem- bled and cleaned injectors - unit ready for work next morning, MICROHLMED BY JORM 141CROLAB AREA PREVENTIVE 6LAI NTENANCE REPAIR OPERATIONS CEDAR RAPIDS AND uES uAn I VEHI TYPE REPAIR OPERATION . CAUSE 210 Dump Truck Prepare for transfer to Airport - sandblast re- paint, new. running boards,, transfer`old,.plow frame and remove sander control, new crank',pullsy, oil 3 lubrication "$766,98 Total. i 240 Flatbed Replace differential 2nd Specifications one on this vehicle. 7th wrong. ona overall on 1976 GNC's 807 Landfill Compactor Steering cd ylinder ripped Defect in work - off the .,cylinder the machine manship inside ;•, weld wan cracked found the one on rother side crock ed also. ••j:; gip, 832 Animal Co¢'t'i4 Wheal wells rusted through. No washing pro Vsn 1: 'Dooz.alsoit rusted off. gram. This ve- "'^r: hicle is being "'•j1 replaced in FY79 ?`•'' but the shelter wants to keep• this one rather N than trade it in Based on present condition this y would be a very poor idea. If they need anothe vehicle for bi- cycles d etc. we should get them, a k T. pickup or van. MICROFILMED 6Y JORM MICR+LAB CFDAP RAPI05 - OFS MOINES i MICROHLMED BY JORM 141CROLAB AREA PREVENTIVE 6LAI NTENANCE REPAIR OPERATIONS CEDAR RAPIDS AND uES uAn I VEHI TYPE REPAIR OPERATION . CAUSE 210 Dump Truck Prepare for transfer to Airport - sandblast re- paint, new. running boards,, transfer`old,.plow frame and remove sander control, new crank',pullsy, oil 3 lubrication "$766,98 Total. i 240 Flatbed Replace differential 2nd Specifications one on this vehicle. 7th wrong. ona overall on 1976 GNC's 807 Landfill Compactor Steering cd ylinder ripped Defect in work - off the .,cylinder the machine manship inside ;•, weld wan cracked found the one on rother side crock ed also. ••j:; gip, 832 Animal Co¢'t'i4 Wheal wells rusted through. No washing pro Vsn 1: 'Dooz.alsoit rusted off. gram. This ve- "'^r: hicle is being "'•j1 replaced in FY79 ?`•'' but the shelter wants to keep• this one rather N than trade it in Based on present condition this y would be a very poor idea. If they need anothe vehicle for bi- cycles d etc. we should get them, a k T. pickup or van. MICROFILMED 6Y JORM MICR+LAB CFDAP RAPI05 - OFS MOINES I.1ICR0FILMEU BY JORM MICROLAB • CEDAR RAPIDS AND uLS ;'IUIIIL1', .J,11 FUNCTIONAL AREA I PROGRESS REPORT PREVENTIVE MAINTENANCE REPAIR OPERATIONS VEH/ TYPE REPAIR OPERATION CAUSE "T Wooncippet Repa rs to,run for limb pickup operation. Re- placed all, gauges and lights'. F, 1 905 Dump Truck Sandblast and repaint $146.45 less than k i the price of doing it outside. 905 Dump Truck Brought 'in at 3:30 p.m. Ran over some - PTO shaft torn out. thing big Welded brackets back oq aad're,mounted on gight;shi,ft. Unit ready for'vork next morning., .h' 141CWILM[B BY rI JORM MICR+LAB MAR RAPIDS • DES MOWS i I.1ICR0FILMEU BY JORM MICROLAB • CEDAR RAPIDS AND uLS ;'IUIIIL1', .J,11 FUNCTIONAL AREA I PROGRESS REPORT PREVENTIVE MAINTENANCE REPAIR OPERATIONS VEH/ TYPE REPAIR OPERATION CAUSE "T Wooncippet Repa rs to,run for limb pickup operation. Re- placed all, gauges and lights'. F, 1 905 Dump Truck Sandblast and repaint $146.45 less than k i the price of doing it outside. 905 Dump Truck Brought 'in at 3:30 p.m. Ran over some - PTO shaft torn out. thing big Welded brackets back oq aad're,mounted on gight;shi,ft. Unit ready for'vork next morning., .h' 141CWILM[B BY rI JORM MICR+LAB MAR RAPIDS • DES MOWS h1iLRUFILI4LD BY JORM 141CROLAB CEOAk RAPIDS AND ULS AUINLO, 'w,., FUNCI A PROGRIiSS REPORT Set up Civ c enter Pou ; Sspatc er w nee t e support oelf, the Director of Public Works and the City Manager it !1.1\•1ears as that some people do not expect the system to work and will their utmost to fulfill their expectations. eplacement and operating funds are now established and will rt accruing through rental charges in July. I will study the flow monthly to determine if operating charges are sufficient over expenses. ne of the factors contributing to our huge deficit has been $15 an hour labor rate. Our fully burdened labor rate for May ld have been $16.82. If we continued this discrepancy over period of one year we would be putting $29,527.68 directly in- eficit spending. We are committed to bringing this rate down by doing more work in house but we must change the labor rate so that we know the actual cost of our fleet for July we will change the rate to 16.82; we will re -compute the rate and allow it to "Float" in succeeding months. i 4. Transferred 3 dump trucks and 1 - 2T, flatbed to Streets from the service building pool. Streets was practically the sole user.' of these vehicles and it made much more sense for them financally to pay the permanently assigned charge than the daily sign out charge. GOALS FOR NEXT Rr: PO RT i I. Closely monitor operating fund to insure that it stays in balance. 2. Establish and monitor the system for billing from the 3 vehicle pools. 3. Parts inventory for Finance. 4. Get personnel stabilized again. IIICROFIL14ED BY JORM MICR+LAB CEDAR RAPIDS • DES MOINES t41L,k0[IL4L0 BY JORM MICROLAB cEOAR RAPIus AMO OLS I•iG;l,u Flo CITY OF IOWA CITY, IOWA DEPARTMENT OF PUBLIC WORKS MONTHLY WORT Month June 19 78 N.A. Not Available e Latimated Pollution Control DiVisLot Treatment Plant Treated Sewage Flow 226,830-000 gal. Total Sewage ByPaosed N.A. gal. Daily Average Treated. 7.561.000 gal, Peak Day Flow: 13.705,000 gal.; Thursday. 29thdate. Crit Removed: paily.Average 22.8 cu.ft.; 3.0 cu.ft./million gal. Cas Produced: Daily Average 48,531 cu ft 6 419 cu.ft./million gal. Cas Used: Dally Average 7,761 cu. ft.; .�61 — cu.ft./million gal. Raw Sludge: Daily Average X206 lbs.; 2.671 lbs./pillion gal. Digested Sludge: Daily Average 19.001 lbs.; 2 513 lba.�lilli;n gal. 5 day BOD: Raw 190 MISA; Tirol 55 ag 1; Removed Suspended Solideq Raw 263 ay/ll yinal 58 MO; Removed 78 % pH: Raw 8.3 Proal 8.3 Sewer System New Sewer Construction: Total ft. 869 ft. 15" ft. _" ft. n 12" ft24" ft. ft. —Indicate whether SA-sani a ry$ BT -storm. CO -combined) Nanholesl New Rebuilt Intakes: New Rebuilt Nanhours Worked at Lift Stations: 3 No. 9 3 _ No. 1_ I No. 3 6 No. S 6 No. 7 No. 2 1 _ No. 4 3 No. 6 3 No. 8 13 10 1 TOTAL 52 Number of Complaints on Sewer Stoppages: Total 4 City Responsibility ? No gtoppose Property Owner Responsibility , 2 Other Causes Amount of Sewers Cleanadt Total x,5,992ft, Rodded 1680 _ ft. Buckated ft, Jet Flushed 4312 ft, Remark : Shay Electric rebuilt one of the yard lights. Began 6sng wet well Lift to ak up um lanket used by multitudeiof disposable tdiapers eflostirg onec surfaceandbtrappingaa solids. IWPCA held annual state meeting at the Highlander June 14 - 16. Plant employees spent 2 weeks cleaning, painting and sprucing up plant and grounds. Lou Ann Taylor began 2 months of O.J.T. as Kirkwood Water and Wastewater Student. (over) 141CROFILMED BY JORM MIGR6LAB CFOAR RAPIDS - 11FS MINIS I4ILROFILIIED BY JORM MICROLAB CEDAR RAPIDS AND UES MUINL�, iun„ Y i Replaced '2 fron�ires on tractor 11741. Dick and Harry met twice with legal staff for dicussion of suit over Fairmeadows Lift Station. Had exceptionally heavy rains this month. Had 2.39" on 15th and 2.86" on 28th. Bypassed on the 15th 28th and 29th. LIICROFILMED BY JORM MICR+LAB i CEDAR RAPIDS • DES MOINES I i "I y i i I4ILROFILIIED BY JORM MICROLAB CEDAR RAPIDS AND UES MUINL�, iun„ Y i Replaced '2 fron�ires on tractor 11741. Dick and Harry met twice with legal staff for dicussion of suit over Fairmeadows Lift Station. Had exceptionally heavy rains this month. Had 2.39" on 15th and 2.86" on 28th. Bypassed on the 15th 28th and 29th. LIICROFILMED BY JORM MICR+LAB i CEDAR RAPIDS • DES MOINES 1'IICRUIILMED BY JURM MICROLAB CEDAR RAPWS AND UL MONTHLY REFU`-DATA SHEET CITY OF ILA CITY Month JE k- 1978 11 I 1 s ' 1 ■ ' 1 micuEILMED BY JORM MICR+LAB MAP PAPIDS • PES MOVIES 1���1 •� t'L�ii7�3:71�� 1���1�� iARY: TOTAL MAN-HOURS9a/ . Z TOTAL TONS //06. 9TOTAL MILES 3789 M u /Tnn Tnnc/Mile • micuEILMED BY JORM MICR+LAB MAP PAPIDS • PES MOVIES iARY: TOTAL MAN-HOURS9a/ . Z TOTAL TONS //06. 9TOTAL MILES 3789 M u /Tnn Tnnc/Mile micuEILMED BY JORM MICR+LAB MAP PAPIDS • PES MOVIES MII,RUFILHEU BY JORM MICROLAB CEDAR RAPIDS AND OLS NU Ii4L,, rJ"', Cray of Iowa Ci_, MEMORANDUM DAM July 6, 1978 TO: Craig Minter F"s Jessie ! � REI Monthly Report The following is the June monthly report using the revised activities for the new fiscal year. WORK UNIT MAN HOURS 1431.1 Paid Leave Man ours 1431.2 Supervision/Clerical Man Hours 736 1431.6 Reimbursable Work for Man Hours 277 1431.8 Others Building/Grounds Main- Man Hours 336.5 1431.9 tenance General/Miscellaneous Man flours 253 1432.2 Expense Cold Mix Patching Tons - 9.46 48 1432.3 Remove Install Concr. Cu.Yds. - 160,192 1,281.3 Pavement 3.SS O.T. 1432.4 Remove/Install Concr. Cu.Yds. - 15522 604.5 Curb .5 O.T. 1432.5 Hot Mix Patching Tons - 179 787,5 .5 O.T. 1432.7 Remove/Install Concr. Cu.Yds. - 21.87 327 1433.1 Sidewalk Bridge and Box Culv. Man flours 389 1433.3 Superstructure Repair Catch Basin/Storm Inlet Each Unit - 13 130.5 1435.1 Repair Regrade: Rock Road/Rock Pass Mile - 193 140 Alley/Rock Shoulder 1435.3 Concrete Crack and Joint Lbs. of Sealant - 500 124 1435.8 Sealing Street Flushing Gal. of Water -147,800 134.0 O.T. 1435.9 Street Sweeping Curb Miles 373.5 255 1436.1 Cleaning of Catch Basins Each Unit 246 353 or Storm inlets 30 1436.3 Semi-annual Bridge Man Hours Cleanup and Inspection 8 1436.6 Clean and Reshape Ft. of Ditch - 1478 Drainage Ditches 14 1438,1 Placement of Guardrail/ Man Hours Perm. Barricades 690.01 1438.5 Removal of Debris after Man Hours 21.81 O.T. Disaster TOTAL MAN HOURS 7,509.80 TOTAL O.T. MAN HOURS 30.36 TOTAL MAN HOURS EXPENDED 7,540.17 515.54 TOTAL PAYROLL O.T. HOURS TOTAL PAYROLL HOURS EXPENDED 7,585.71 7 Id ICRUILMED BY JORM MICR+LAB UDAR RAPIDS • NS MOINES rtickUFILMED BY JORM MICROLAB CEDAR RAPIDS AND uLS \. I I I I rtickUFILMED BY JORM MICROLAB CEDAR RAPIDS AND uLS \. MICROFILMED BY JORM MICR+LAB CEDAR RAPIOS • DES MOINES I I I TU2uI17L- ��I�a nAi't� LCFtfS k>•� � ;i �dMf ALAS � •Rfi. 1.CLl04UT I�wc-'1>L\i.T(d!J .•�� � tA� �') cu�µgEiz �olwae�E t� .. �! TiTA�Js FYJit'rr�COl� TLl �A- bA5 µ� £L�crYiL kE co. 5fcuZ%Ty Rt P11:►J o�J µg�rMs. ri; . R�, c �'i2A51J cc�uRT f�TS tvoZkl co�JTlrJv1� & ! I I• µWV - 6 /sYa�E, j'.-4?ts/tc.Yv I eo'►tipL4 — PaRe�rc r.ccovi.r� ;w'o2Vc„ c;ol�,tuvg5 C. r H %hy- G K1koKt Butt/Q G1L-' I x N 1� I , I I MICROFILMED BY JORM MICR+LAB CEDAR RAPIOS • DES MOINES ell i P11l,RUFILnLD BY JURM 141CROLAB �. : MJNlt10►� CEDAR RAPIUS AND ULS ,dc:ilL A:` :�11rvt►Irot'f � pas�au IUSPtcttoij'd o4 .1E�M�Y /tAa�M u �T �•4 SIF1,+�L SY4'OMS 06. PRE4110'7M71 IE N.b1W1t"jOCte • b. tole�Ee�tit; blas u1pA►MrJet y R. S1'liLT- L.10M7 16.4 f7t?I ' •� ' '.�► FDRLt , ASeGp4ATt . �Q3Yi'i''L. ;I " p. YiW1t.1.7a� > ti I ,,; is wi►7tWa�.. ' !;� Nfa AVS ' 2 5 F: ;;; pper. coutll�ens� • ` , `3 till • . .,, , •{(t MtV • Intl 1'ra .�..,.�IIy,t��c I:i,al aS�AS' k�'lt4st� ' W��iI l ' ,I. �� (•' I �j F�+i+j�, ! lit .. I 1 c 1 I �I I !• � I I '�j• �'��Ylfi t 1' � { III I !I �,f) { !•i I. , i ♦Y r1:1 yS 7 irA1 Iw, � : MICROFILMED BY _ , 'I JORM MICR#LAB C@AR RAPIDS • Or5 MOIRrS Aw ,twou p,Ialusl.t. 1 GU '•I I f , I ( 1'h , y "j�lr y 1� d I + 4 {t ! t I r F11LROFILMED BY JORM MICROLAB CEDAR RADIUS AND uLS MONTHLY REPORT - TRANSIT JUNE, 1978 During June, bus patronage continued to be high. Ridership for the month was up almost 15%, to a 104,000, another new record. Evening bus service continued to experience moderate patronage. On a weekly basis, ridership averaged between 190 and 200 passengers per evening, up slightly from the end of May. During the month, three new drivers were hired: Scott Streff, Thomas Becknell, and Edith Wille. These drivers were hired to replace persons who had left around the end of the school year. A new p.m. dispatcher was also hired. David Nelson, who is filling this position, is doing an excellent Job, reorganizing the cleaning operation and producing the most thoroughly clean Iowa City buses in recent memory. The Transit Manager spent a large part of his time in June preparing the annual State transit assistance grant. The executed document was delivered to the Department of Transportation in Des Moines on June 30. The Transit Manager also attended a two-day State Public Transit Conference in Clear Lake. Iowa City Transit has hired John Lundell, a graduate student in the Transportation Planning Program at the University, to work during the summer on the proposed UMTA grant application. In June, John got our UMTA material organized and began preparing the many reports and assurances that the application will require. During June, the City Transit buses were involved in three minor accidents. In each case, damage to the bus was minor and there were no injuries. q....- 1� 141CWIVEM BY ' JORM MICR+LAB'' UnAR RAPIDS • DES MOINES i MILROFILMLU BY JORM MICROLAB Month To;, e. 19 7F_ CEUAR RAPIUS AND uL; i'!Ui:1L,, DEPARTMENT OF PUBLIC WORKS MONTHLY REPORT N.A.-NOL Available * -Estimated Treatment Plant Raw Water Pumped: Uo(gat. Treated Water Pumped; 0 n X81. Avg. Daily Consumption: i^ a1. Peek Day DemPeak Day: as Date of Peek Day; e1. Hardness: �n PPM Chlorine: _".d�y-ppM. P.H.: 7.4 PPM System Pressure: Plant: PSI West Side Tank: ,S'6 PSI Distribution Chemical Used Water Division Alum: 3a 9,9t' lbs. Carbon: '760lbs. Chlorine; bs. Fluoride: tlbs. Lime: � /G 9 lbs. Nalco.: o S' lbs. North Dodge Tank; y Q1 PSI East Side Tank: �—PSI New Main Construction Total Ft. 4" Ft. —//,/y/0 8" /. / 1C� Ft. 12" Meter Resets— 6" J' S 2 O Ft. t0"� Ft. 16" Ft. New Valves Total .3 p � Outside Readers 4" Bn % t2° 6" .S'- 10" 1611 Hydrants; New �_ Replaced _9 Water Main Breaks; Total / Size G ' Number / Cause 416S'CV G' Chic/{ Size Number Cause Size Number Cause Size Number Cause Customer Service New Meter Sete; 5/8" 5/8-3/4"_ Meters Repaired: 5/8" 5/8-3/4" Service Tape; 1 1}" Total 3/4" 1 " 111 2" Total b 3/4" 1' 111 2n Total 1!111411 Bit 211 Z 611 1011 Follow Up On Delinquent Accounts;6�Q— Werk Orders JS_ Meter Removes Meter Resets— Meter Changes Meter Reads ?S S- Special Reade Locations .3 p � Outside Readers Remarks: 1917e"ded A/aTI'a/I d/ 4totv,4 C: 0#1Peo77/0n /,Vo ua rrG A,5169 -A)1775 ln UFdexn f7enrwa� PGoNT/gc„/ar /' STs/!/'til, O✓iS/da I4icRorIL14LD 0Y JORM MICR+LA6 CEDAR RAPIDS • PES I401NIS uWr;Li4L.0 by JORPI MICROLAll t. LUNE: ,IAPIj, ,iW ✓L� 17 BACKYARD stormwater detention basins, required by ordinance, allow Interim flood control In new areas. For Each New Subdivision, a Stormwater Detention Plan RICHARD J. PLASTINO, P.E. Director of Public Works Iowa City, Iowa POPULATION growth in Iowa City, incrcnsingfrom33,0001o4R,000in the past eighteen years, has been ac- commodated in the traditional sub- division development pattern. This consisted of single family dwellings with paved residential streets, but most or the development io recent Years has occurred in one watershed where footling problems had been experienced in the past and were growing steadily worse. The home of the University of Iowa, the community is situated on the books of the Iowa River. Residential growth is normally distributed be. tween the Willow Creek watershed on the west side of the community and the Ralston Creek watershed on the. cast side. 11 was the latter area that became the most popular in recent past. 11111, eight and half square mile watershed had becone 50 percent developed by 1977. It also experi- enced storms of about the 20 -year re- currence interval in 1902 and again in 1972. Slormwater control design proce- dures have culled for sizing inlets and sewers for the five-year storm. Gacal streets were required to have 12 feel of their 28 -font width free of stormwaler during the design storm. Following the 1962 flood, the U.S. Army Corps of Engineers studied the effects and dorumented dnning,s ammlinting to nboul $150,1100. Several alternative plans for food control were considered; however, the best 80 alternative had it henefit-cost ratio of only 0.3. The Corps was unable to proceed further under this restric- tion. In 1975, a grass-roots neighbor- hood organization was formed and in- sisted that file City lake some men - sures for relief. Working with the citizens' group, the City interviewed several consult- ants. The proposed scope of services for the consultant mnnthded that n group of interior solutions be de- veloped which would be easily achievnble on it strict time schedule. A more generous schedule allowed for completion of it full-scale wa- tershed management plan. While most of file firms interviewed proposed developing refined com- puter models of the nooding situation and provision of sophisticated hy- drnulic stniclures to pass the flood water through the community, one proposed an innovative approach utilizing slonnwalcr detention. This firm was engaged. The Plan In 1970, as part of n group of interim solutions, file consultant proposed ,,(]option of an ordinance requiring stonnwnler detention in all new de• velopmenls. The ordinance would apply to all subdivisions more than two acres in size and commercial de- velopments or redevelopments of more than one acre. The proposal, considered to be controversial, was prepared in draft form and distrib- ,,fed to consulting engineers and nutlur developers in the eons nu nity. A key element in the final enacnn,nt of file ordinance was the extreme ef- MIf.ROil0,110 0Y DORM MOCR46LA13 ('fnM Paola°, •'aI `'4Di'If�• fort mode to contact developers by let- ter and in person to determine their objections and to solicit continents. At the time, the City Council was also discussing n possible moratorium on development in the Ralston Creek watershed, but the adoption of the proposed slormwater management ordinanceappeared tobethelesserof the two evils and it would allow de- velopment in the area to continue. The ordinance was finally adopted in September, 1970. Developers of four subdivisions protested that their particular (]evelopmenLs bad been de- layed because of administrative pro. cedures. Further, it meant that a complete new set of engineering plans had to be prepared to assure compliance. Subsequently, the City Council did repeal the ordinance but reinstated it one week Inter. One fact had been overlooked. Many subdivi- sion plans are prepared months and even years ahead of the time they are submitted to the City. So it appeared that the developers did have a legifi- mnte reason to ask for it Inter im- plementation date as far as the ordi- nance was concerned. A rendre of the ordinance is the reference to detailed specifications on the hydraulic criteria for stormwaler detention and for erosion control. 'these required several months to prepare. Draft copies of the specify cations were sent to consulting en- gineers in the community to obtain their comments. Early in 1977, a short course of three dnys' duration was conducted by the City's coneultonl fur other consulting engineers and the developers to ncqunint them with de - PUBLIC WORICS forJuli . 1978Iy15 i Mii,;Wr iLFli.ti BY JOk61 141CkOLAB tailed design techniques associated with stoinwaler detention and ero- sion cuntrnl.'fhis assisted and was the key clement ill acceptance of the or. dimmnce. For the most purl, engineers in the community were lamiliur with traditional slunnwale• control design procedures and there wins some re- luctance to change atelhods. The departure with which they had to cope was that the ordinance suggested the determination of storm flows by the method developed by Dr. Ven Te Chow and outlined in Univer. sity of Illinois Engineering Experi- ment Station Bulletin No. 402, "Hy. draulic Determination of Waterway Areas for the Design of Drainage Structures and Small Drainage Ba- sins." However, other methods can be utilized to develop a synthetic hy- drograph. The City found that additional review time for subdivision approval was needed after the ordi- nance was in effect. This amounted to at least 25 percent more time than be- fore and developers incurred additional engineering costs as a re- sult. One of the more controversial points in the ordinance was assignment of liability for accidents caused by ponding water for temporary periods. The City Attorney advised that the City would bear the main burden of liability. Once this fact was accepted, the matter was no longer a problem. Safety specifications are contained in the design documentation, such as provision of 4:1 side slopes and veloc- ity control. The primary intent of the ordinance is to ;,flow the areas its. signed for stormwater detention to be used for other purposes when feasi- ble. It is expected that the areas will be grassed and usable for recreation, for example, except when they are partially or completely inundated, an- ticipated to occur only two to three percent of the time. The City, retains easement over the low -flow piping system beneath the detention areas and over the dam aha inlet and outlet control structures. Special covenants are written into the title for each lot so that home owner are aware that portions of their prop- erty will be used for temporary water storage. Maintenance of the arms will be accomplished generally by )ionic owners because the detention areas are physically portions of their back- yards. The City will be responsible for maintenance of the piping System;")(] control structures. Design Bases The design standards associated will, the ordinance slate that the water inflow rate shall be calculated at 100-yearstornh, while the outflow shall be determined at a rate of 0.15 CtDAit kAVIu:, Ald) JL cubic fool per second per acre of de. velupment. Some thought was given to establishing nn outflow rata bused upuo prior use of the land. This did out seem couslslent with the real run- een — the canying capacity of vari- ous creeks and streams in the cuo- uuaily. It wits determined, however, that the defined channel ol'musl of the streams would handle a flow rate of approximately 0. 15 cubic fool per sec - end per acre of upstream watershed. While this is a fairly restrictive flow rate, most of the developers, thruugh innovative design, have been able to plan economically viable subdivisions and commercial developments. Setting standards for soil erosion control presented difficulty. The con- cept of setting an allowable number of tons per acre or inches of soil was quickly discarded as unenforceable. Finally, a standard was set allowing ,.no visible deposits of eroded soil within and downstream of the site or lot under development." Responsibil- ity for erosion control was placed will' the property owner, including the de. veloper until his lots were sold. Thereafter lhe,purclhaser would be responsible. It may have been more desirable to hold the original de- veloper respunsible until completion of the subdivision, but the developers pointed not that the City had more enfurevolemt tools to assure cum- plimtce offer lots had been suld. A compromise wits reached allowing the duvelupo• to transfer respunsibil. ily to the lot owner at the little of sale. Most of the sturmwaler detention designs must be approved by the state regulatory agency and this agency has been most cooperative in working with the City. Also, the Soil Conserva- tion Service has agreed to furnish free consultation on methods of erosion control. In addition to those efforts involving the pri vate sector, the City is prucced- ing with plans for two major stormwater detention dams. These will control 2000 acres of the entire 5100 --acre Ralston Creek watershed. These two dams, in conjunction with modest channel improvements and controls over rapidly developing land. will aid Iowa City in significantly reducing the flood hazard for its citizens. o00 N TWO detention ponds designed for an elght-acre apartment complex to handle a 100 -year storm. The areas are seeded and mulched and banks aro eloped 4:1 to allow mowing. Ponds also provide slit control when needed. 5 f41 CROP IL14C0 BY JORM MICR6LA13 rrDAP ;,API^`. • qfS mvjr5 fll i hliLI2UFIL;ILD BY JORM 141CROLAB LLUAR RAVIUS AfIU ULA Sat.. Jul, ..5, 1978 ■ DES MOINES REGISTER 'The costs of keeping governments in line By BERNARD F. HILLENBR, N SWIb"1.' succession this year, the U.S. Supreme Court handed down two decisions that may create as much turmoil for local governments as the growing taxpayer revolt. The first chink In local govern- ment's armor came March 29. On that day, the Supreme Court decided a can that goes back to 1973. Two cities In Louisiana, which operate electric utilities, sued the Louisiana Power and Light Co. for antitrust vi- olations. The company counter- claimed that the cities engaged in their own aatl-competitive practices. As a defense, the cities asserted that they were subdivisions of the slate and automatically Immune from antitrust laws. The Supreme Court ruled only on the Immunity question and held that subordinate state bodies are not ipso facto exempt from antitrust laws. "When the state Itself has not directed or authorized an anticom- petitive practice," said the court, "subdivisions must obey antitrust lawn" The decision will prompt many local governments to take a serious look at the services they provide — particularly "proprietary" services that an be duplicated In the private sector. More than 1,600 cities run their own electric utilities. Hundreds of local governments operate airports, stadiums, hospitals and perking Iota. There are also signs that the Im. plications of the Supreme Court ruling are more sweeping than orlgl- nally assumed. Joe Sims Is the deputy assistant attorney general In the Justice Department's antitrust division. At a May 15 meeting, he. warned a group of municipal finance officers not to "relax in the comfort - Ing notion that we are only, talking about commercial ventures." Among the government activities Sims predicted the decision would affect were public health services, regulatory activities, water and sewer systems, garbage collection, public transit, procurement practices and zoning. "In all of these and other activities, state and local governmentlal must now consider at least the possibility of antitrust challenge," Sirs said. Such forecasts trouble local of8etals who are In a quandary over what 00natitulas stale ':'direction" to airy at business -as -usual and what sethltlas will be most vulnerable to antitrust suits. Zoning, for example, Is the lradi- tloeal tool cities and counties use to carry outland -use policies. Can a eRy that wants to preserve the historic flavor of Main Street keep at last food chains? What will happen when a county declares a sewer moratorium to control growth? And what will happen If a local gov- ernment Installs a new sewage system In order to light contaminated groundwater, only to find that citizens with septic tanks refuse to book op? By comparison, the recent Supreme Court ruling on civil rights violations poses a different get of questions, the history of which dates back to 1871. 141CIVILMED DY 1 DORM MICR6LAB rCDAP pAPIDS DCS MONFS T TRAT time, a federal statute was enacted allowing redress to citizens whose civil rights were violated by government action. In 1961, the Supreme Court ruled that Individual government employees could be held liable for damages In civil rights suits but that actual units of government could not. In the eyes of many observers, that Interpretation left a noticeable gap in the protection of citizens' rights. In 1970, for example, a group of policemen fired into a crowd of dem- onstrators at Jackson State Universi- ty, killing two students and wounding 12 others. Despite a finding that the police reaction was excessive, families of dead students were unable to recover any damages because they could not identify which of the 31 policemen fired the fatal shots. And because of the 1961 court decision, they could not sue the city govern- ment. This created situation where, In the words of Senator Charles Mathias (Rep., Md.), victims had "a right but not a remedy." 1W6 i f9iti<01 IL&D By JURM MICRULAb On June 6 of this year, the Supreme Court reversed its 1961 stance. In a case involving female employees of New York City who alleged they had been discriminated against by being forced to take unpaid maternity leave before it-was.modlcally necnaary, the Supreme Court ruled that units of local government can be liable for civil rights damages. City and county officials agree that the decisiop may produce much-need- ed reforms in communities where public officials have ignored repeated abuses. However, they point out that lots governments employ hundreds, even thousands, of employees. Even If a city or county has conscientiously tried to prevent civil rights abuses, it cannot guarantee that an occasional employee won't step out of fine. The recent Supreme Court ruling has placed the onus on local government to prove that such violations stem from individual culpability rather than laxity or negligence on the gov- ernment's part. Furthermore, the number of civil rights suits has Jumped from 280 filed in 1960 to 16,000 filed in 1976. Many public officials believe they are being plagued by a large number of suits that simply reflect our nation's In- creuing tendency to litigate its problems away. Consider the plight of Robert McNichols, administrator of PuWkl County, Va. His county has an ordinance requiring that citizens obtain permits before holding mode festivals. Recently, McNichols stopped a rock concert and arrested Its organizer for not having the required permit. The court dismissed the case because of ambiguous wording in the ordinance. Now the man who was arrested Is suing McNichols and the county sheriff for violation of his civil rights. If the man wins the can, McNichols could be held personally liable for $75,000 In damages. CEDAR RAPID5 Alid )L'S .iuJ,� �• "This proves that you can be carrying out what you think is your official duty and still be held liable for violation of someone's civil rights," McNichols said. EW CITIZENS would choose to give cities and counties "carte blanche" immunity from legal action. bn the other hand, suits against private Industry differ from suits against local governments because, in the latter can, it is all of us who end up paying. Antitrust laws, as Joe Sims pointed out, carry "very sharp teeth" because they permit the recovery of treble damages. If the lower courts, for instance, now decide the two cities in Louisiana did engage in antitrust ac- tivities, the taxpayers of those cities ultimately wW pay the $1.5 billion In damages. Civil rights suits carry smaller penalties but they can still reach the million dollar mark. And even when a city or county wins a case, the legal defense Is time-consuming and expensive. One of the answers may be legisla- tion to put some limits on the recent Supreme Court decisions — to define more clearly when local governments are liable and how they should conduct their business. Another solution may be monetary lids. A few states, such as Kentucky and Vermont, have enacted statutory Iim- Ilatlons on recoverable damages. But the overriding question Is: Just Sow liable should local governments be? In the interests of, keeping a few governments in line, will Americans have to pay more taxes? 141CROFILME0 BY ' JORM MICR6LAB CFOAR RAPIDS • 'QS MOIIIF$ REGULAR COUNCIL MEETING, JULY 25, 1978 Cont. ept. / of ,,,I?NA kllC-F401 Ali . . . . .. . ....... . . . . . TO ACMPve L-1 ti -twoK4Aa8&BW1 ,,,I?NA kllC-F401 Ali . . . . .. . ....... . . . . . ,,,I?NA kllC-F401 Ali i x,11%1 '.1J( IJ.?I nli MILROFILMED BY JORM 141CROLAB • CEDAR RAPIDS AND ULS IIU;hL�, ,J"11 REPORT ON SANITARY SEWERAGE SYSTEM FACILITY PLAN IOWA CITY, IOWA 1978 PART 2 - SEWER SYSTEM EVALUATION SURVEY SECTION 1 - RIVER CORRIDOR SEWER PART 3 - COMPLETE WASTE TREATMENT SYSTEM PLAN SECTION 1 - WATER POLLUTION CONTROL PLANT I hereby certify that this engineering report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Iowa. Signed: ---7 Date: June 19, 1978 Kimm, Iowa Registration No. 29 W 1P �o%sr fl q 'r° c T 2989 Prepared by 700 ftj VEENSTRA & KIMM w� G Engineers & Planners `rS70NAL� West Des Moines, Iowa 141CRorILMED BY 1 JORM MICR+LAE3 CEDAR RAPIDS • nrs womrs 04 1:., 'R t �a ,t i �i w it MILROFILMED BY JORM 141CROLAB • CEDAR RAPIDS AND ULS IIU;hL�, ,J"11 REPORT ON SANITARY SEWERAGE SYSTEM FACILITY PLAN IOWA CITY, IOWA 1978 PART 2 - SEWER SYSTEM EVALUATION SURVEY SECTION 1 - RIVER CORRIDOR SEWER PART 3 - COMPLETE WASTE TREATMENT SYSTEM PLAN SECTION 1 - WATER POLLUTION CONTROL PLANT I hereby certify that this engineering report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Iowa. Signed: ---7 Date: June 19, 1978 Kimm, Iowa Registration No. 29 W 1P �o%sr fl q 'r° c T 2989 Prepared by 700 ftj VEENSTRA & KIMM w� G Engineers & Planners `rS70NAL� West Des Moines, Iowa 141CRorILMED BY 1 JORM MICR+LAE3 CEDAR RAPIDS • nrs womrs MI0R0FILALU BY JORM 141CROLAB Honorable Mayor and Council City of Iowa City Civic Center 410 East Washington Street Iowa City, Iowa 52240 • CLDAR RAPIDS AND uLS i'IL June 19, 1978 We submit herewith our report on the Sanitary Sewerage System Facility Plan, Part 2 - Sewer System Evaluation Survey (Section 1 - River Corridor Sewer) and Part 3 - Complete Waste Treatment System Plan (Section 1 - Water Pollution Control Plant) for the City of Iowa City. This report has been prepared in accordance with our agreement with you. Respectfully submitted, VEENSTRA & KIMM �) Y Kimm JWK:jk 11634-39 �FILMCD BY JORM MICR+LAB CEDAR P1PIP5 - DCS MOINCS r7 f LJ?Ir'.lS C7N - fi G l,L p.N od MIIRUFILMED BY JORM MICROLAB CONTENTS SUMMARY CONCLUSIONS AND RECOMMENDATIONS Summary of Costs PART 1 - INTRODUCTION SCOPE PART 2 - EFFLUENT LIMITATIONS GENERAL EFFLUENT LIMITATIONS - IOWA RIVER CEDAR RADIUS AND ULS hiUi iL-, .U1111 PART 3 - CURRENT SITUATION GENERAL PLANNING AREA CLIMATIC ELEMENTS GEOLOGICAL ELEMENTS Geology Soils Topography HYDROLOGICAL ELEMENTS Rivers and Streams Water Quality Water Use Water Quality Management BOTANICAL AND ZOOLOGICAL ELEMENTS Wildlife Habitats Vegetation Wildlife Rare and Endangered Species HISTORICAL, ARCHAEOLOGICAL AND CULTURAL ELEMENTS AIR QUALITY ENVIRONMENTALLY SENSITIVE AREAS ECONOMY, POPULATION AND LAND USE Economy Population Land Use SEWERAGE SYSTEM INFILTRATION/INFLOW CORRIDOR SEWER SYSTEM Sewer System Evaluation Survey WASTEWATER TREATMENT FACILITIES Water Pollution Control Plant Other Treatment Facilities C-1 MICROFILMED BY JORM MICR¢LAB CEDAR RAPIDS • DES MOIHFS PAGE i 2-1 2-1 3-1 3-1 3-2 3-2 3-2 3-2 3-4 3-5 3-5 3-5 3-6 3-8 3-8 3-8 3-9 3-10 3-10 3-11 3-11 3-11 3-12 3-12 3-14 3-14 3-16 3-17 3-18 3-20 3-23 3-23 3-31 j i J MIIRUFILMED BY JORM MICROLAB CONTENTS SUMMARY CONCLUSIONS AND RECOMMENDATIONS Summary of Costs PART 1 - INTRODUCTION SCOPE PART 2 - EFFLUENT LIMITATIONS GENERAL EFFLUENT LIMITATIONS - IOWA RIVER CEDAR RADIUS AND ULS hiUi iL-, .U1111 PART 3 - CURRENT SITUATION GENERAL PLANNING AREA CLIMATIC ELEMENTS GEOLOGICAL ELEMENTS Geology Soils Topography HYDROLOGICAL ELEMENTS Rivers and Streams Water Quality Water Use Water Quality Management BOTANICAL AND ZOOLOGICAL ELEMENTS Wildlife Habitats Vegetation Wildlife Rare and Endangered Species HISTORICAL, ARCHAEOLOGICAL AND CULTURAL ELEMENTS AIR QUALITY ENVIRONMENTALLY SENSITIVE AREAS ECONOMY, POPULATION AND LAND USE Economy Population Land Use SEWERAGE SYSTEM INFILTRATION/INFLOW CORRIDOR SEWER SYSTEM Sewer System Evaluation Survey WASTEWATER TREATMENT FACILITIES Water Pollution Control Plant Other Treatment Facilities C-1 MICROFILMED BY JORM MICR¢LAB CEDAR RAPIDS • DES MOIHFS PAGE i 2-1 2-1 3-1 3-1 3-2 3-2 3-2 3-2 3-4 3-5 3-5 3-5 3-6 3-8 3-8 3-8 3-9 3-10 3-10 3-11 3-11 3-11 3-12 3-12 3-14 3-14 3-16 3-17 3-18 3-20 3-23 3-23 3-31 I.11LKOFILMLD BY JORM MICROLAB CONTENTS CEDAR RAPLUS AND uL'� !U!;i_i PART 4- FUTURE SITUATION PLANNING DEMOGRAPHIC AND ECONOMIC PROJECTIONS FUTURE LAND USE CORRIDOR SEWER SYSTEM SERVICE AREAS WATER POLLUTION CONTROL PLANT - FUTURE LOADINGS SANITARY SEWER DESIGN LOADING GUIDELINES FUTURE ENVIRONMENT WITHOUT THE PROJECT Climatic Elements Geological Elements Hydrological Elements Botanical and Zoological Elements Historical, Archaeological and Cultural Elements Air Quality Economy, Population and Land Use Existing Water Pollution Control Plant PART 5 - ALTERNATIVE WASTEWATER TREATMENT SYSTEMS ALTERNATIVES CONSIDERED COST-EFFECTIVENESS REGIONAL SOLUTION ALTERNATIVE I - NO ACTION PLAN ALTERNATIVES II AND III - TREATMENT AND DISCHARGE ALTERNATIVE IV - TREATMENT AND REUSE ALTERNATIVE V - TREATMENT AND LAND APPLICATION SUMMARY AND SELECTION OF WASTEWATER TREATMENT ALTERNATIVE CORRIDOR SEWER SYSTEM PUBLIC PARTICIPATION PART 6 - PRELIMINARY DESIGN CONSIDERATIONS GENERAL SITE SELECTION TREATMENT PLANT COMPONENTS PLANT DESIGN CRITERIA AND LOADINGS PLANT OPERATION AND MAINTENANCE CORRIDORDESIGN OF SEWER SYSTEM OUTFALL ENVIRONMENTAL IMPACTSOF THESELECTTEDALTERNATIVE C-2 MICROFILKID BY ' JORM MICR+LAB UPAR RA{`M • PFS MOINES PAGE 4-1 4-1 4-3 4-4 4-5 4-13 4-13 4-13 4-14 4-14 4-15 4-15 4-15 4-15 4-16 5-1 5-1 5-3 5-3 5-4 5-7 5-7 5-8 5-10 5-12 6-1 6-1 6-3 6-7 6-8 6-10 6-14 MIUkU'ILMED BY JORM MICROLAB CEDAR RAPIUS AND UES 190JtL;, .'J111 CONTENTS PAGE PART 7 - IMPLEMENTATION INSTITUTIONAL RESPONSIBILITIES 7-1 IMPLEMENTATION SCHEDULE 7-1 FINANCING OF SEWERAGE SYSTEM IMPROVEMENTS 7-3 - Methods of Financing 7-3 INDEBTEDNESS 7-4 SEWER SERVICE CHARGES 7-4 PAST REVENUES AND EXPENSES 7-5 j FINANCING REQUIREMENTS 7-7 t:• y -- � FII CROFI LI4ED BY t i JORM MICR#LA9 MAR PAPIOS • DFS MOINES PART 8 - SUMMARY OF ENVIRONMENTAL CONSIDERATIONS EXISTING ENVIRONMENTAL CONDITIONS 8-1 FUTURE ENVIRONMENT WITHOUT THE PROJECT 8-1 EVALUATION OF ALTERNATIVES 8-1 ENVIRONMENTAL EFFECTS OF SELECTED ALTERNATIVE 8-2 TABLES J TABLE 1 - WATER POLLUTION CONTROL PLANT UNIT DATA 3-25 TABLE 2 - WATER POLLUTION CONTROL PLANT UNIT LOADINGS 3-26 - TABLE 3 - WATER POLLUTION CONTROL DIVISION - PERSONNEL CERTIFICATION AND EXPERIENCE 3-29 TABLE 4 - DESIGN WASTE LOADINGS 4-12 TABLE 5 - PAST TRANSACTIONS - SEWER REVENUE FUND 7-6 -- FIGURES FOLLOWS PAGE J FIGURE 1 - VICINITY MAP 3-1 FIGURE 2 - SOIL RESOURCE AREAS 3-3 - FIGURE 3 - ENVIRONMENTALLY SENSITIVE AREAS 3-11 FIGURE 4 - MAJOR SEWERS & SERVICE AREAS 3-19 FIGURE 5 - SEWER SYSTEM EVALUATION SURVEY - AREA 9 3-23 - FIGURE 6 - SEWER SYSTEM EVALUATION SURVEY - AREA 10 3-23 FIGURE 7 - SEWER SYSTEM EVALUATION SURVEY - AREAS 11 AND 12 3-23 FIGURE 8 - EXISTING WATER POLLUTION CONTROL PLANT 3-27 — FIGURE 9 - ORGANIZATION CHART - EXISTING WATER POLLUTION CONTROL PLANT 3-29 FIGURE 10 - POPULATION PROJECTIONS 4-1 C-3 t:• y -- � FII CROFI LI4ED BY t i JORM MICR#LA9 MAR PAPIOS • DFS MOINES h1ILROFILMEU BY JORM MICROLAB CEDAR RAPIDS AND LLS MUIN'�, ,JI i I I J i i I J I i i I J h1ILROFILMEU BY JORM MICROLAB CEDAR RAPIDS AND LLS MUIN'�, ,JI hllLitOFiLi•ILU BY JORM 141CROLAB LLUAA RAPIU�) ANU ULJ :'iu:;1L.1 SUMMARY CONCLUSIONS AND RECOMMENDATIONS 1; dings presented in this report are summarized as follows - The � 1. The planning area included in the Facility Plan encompasses the Cities of Iowa City and University Heights and outlying areas whiheaIowa re City proposed for development in the land use plan prepared by Department of Community Development. The planning area is located in southeast Iowa about 55 miles west of tis Mississippi dRiver. The City planning of Coralville, an adjoining community, alternatives area. A regional approach has been used in developing except that Coralville has been excluded from consideration since it has its own sewerage system. 1 s i 2. The population of the planning area has been estimated as fol ow . Year population 1976 49,400 2000 60,100 2030 70,900 J Project year 2000 population, along with future pollution contrland use obution, is used as a basis for the design of the water facilities. The population estimate for the year 2030 is used as a •s for the design of major sewers. - base 3. Most of the planning area is served by the Iowa City water pollution control plant. The water pollution control plant, a trickling filter - separate sludge digestion type plant, is designed for an average flow of eight million gallons per day (mgd) and a peak flow of 16 mgd. The pounds of BODS and 13,000 pounds of plant is designed to treat The plant is not in compliance suspended solids per day. permit or IDEA operation permit and cannot comply with either the NPOESlimit p compliance schedules for effluent limitations effective July a 1979• The remainder of the planning area is served by four lagoons the septic tanks. The lagoons have limited storage capacity. lagoons are overloaded. 1 The existing plant has been encroached upon by development; primari Y commercial and industrial. There is no space available to enlarge the existing facilities at the present site. i MICROFILMED By JORM MICR+LAB LFD(1R RANDS • OFS MOIN[S f -11t <U1 IGILU BY JURM 141CROLAB CLDAk ROWS ANU uL� ,.:,. -`` •F MICROMM[D BY JORM MICR+LAB U PAR PD.PIDS pGS MDI MCS 4. Alternatives, all based upon a regional approach, discussed in this report, include: Alternative I - No -Action Plan Alternative II - Treatment and Discharge - Continued use of existing plant with new tertiary facilities Alternative III - Treatment and Discharge - Abandonment of all .� existing treatment facilities and construction of a new tertiary plant Alternative IV - Treatment and Reuse Alternative V - Treatment and Land Application i 5. The evaluation of alternatives was based on land use considerations, analyses of costs and present worths, environmental impacts and input from City officials and citizens' committees and groups. ;..; I 6. Alternative III is recommended for implementation. This plan includes construction of a new 13 mgd tertiary treatment plant about two miles i south of the existing water pollution control plant. The existing i plant and lagoons will be abandoned. 7. Planning and design of major sewers in this report has been limited to the corridor sewer system which serves the northwest part of the -• planning area. The corridor sewer system has been designated as the first priority in developing an adequate sewer system to serve the planning area. The design of major relief sewers to serve the remaining area will be included in the. Facility Plan, Section 2 report upon completion of the sewer system evaluation survey studies in progress. 8. The cost of the new water pollution control plant is estimated at $24,200,000 and the corridor sewer system at $3,980,000. 9. Total project costs, including the construction of the new water pollution control plant, corridor sewer system, cost-effective rehabilitation of the existing system and the construction of major _ relief sewers (which will be determined upon completion of the sewer system evaluation studies), are estimated at $40,000,000. The local share of the project cost is estimated at $8,800,000, or 22% of the _ total project cost. Federal grants of 75% and state grants of 5% are anticipated for financing eligible costs. ii ,.:,. -`` •F MICROMM[D BY JORM MICR+LAB U PAR PD.PIDS pGS MDI MCS f•11i:kOHLMLD BY JORM MICROLAB • CEDAR RAPIDS AND ULS %'IU IIID, .U/.^ 10. The project is tentatively recommended to be financed by general obligation bonds to be retired from an increase in sewer revenue rates. It is estimated that sewer rates will increase from $0.27 per 100 cubic feet to about $0.90 per 100 cubic feet. This constitutes an increase to about 3.33 times the existing rate. 11. It is recommended that the City Council of Iowa City authorize submission of this report to IDEQ and EPA for their review and concurrence and -- authorization to proceed with an application for a Step 2 federal grant to fund the preparation of plans and specifications for the new water pollution control plant and a Step 3 federal grant for the construction i of the corridor sewer system. Summary of Costs In accordance with requirements of EPA, as outlined in EPA "Program Guidance Memorandum No. 55 - Subject: Format for Reporting Costs of Planned Treatment i Works in Step 1 Facilities Plans," dated July 25, 1975. A schedule showing a summary of costs of planned treatment works is included herewith. �I J i J '1 u t 141CR0MMED BY JORM MICR46LAB Cr DAR RAPInS • DfS I401V[ 1'IiLRWILMLU BY JORM MICROLAB • CLUAk RAPIDS AND i e will be Ir nticd on Ilnc 7. * , ** , *** , **** and • TheSIeP I pmlcc6lf°^y' P See attached sheet. _ •' If no Step I Project was funded by (IPA, Inecll NIA. PAGE 11 OF 16 Fam 1V 141CROEILMEI) BY JORM MICR461-AB [17OAR PAIIM9 • RfS !10111175 I APNon'd O,Ux,CI. /,a Y.R01d•t APPLICANT'S MUNICIPALITY(dppli '10: APPLICATION NO. ^ SUMMARY OF COSTS OF PLANNED TREATMENT WORKS IOWA C-� — SCHEDULED BYPROJECT AND CATEGORY City of IOWA City, , (Head6Ntruetio,tsf) ererse Aefo,e CnmPlefinp Jn°nI c h' e d. TOTAL ALL PROJECT Y j.+,r `a •a PROJECT PROJECT PROJECT SEQUENCE SEQUENCE PROJECTS r, SEQUENCE SEQUENCE 7. .. .• ; 13�P.. „.rtJ✓Y! a .'i?' s �� r, 2*** STEP 3**** ,, r .,,e t,d51a: STEP 2* 2, PROJECT STEP STEP 3** STEP • 4�SO ESTIMATED CAL END AR QUARTER/ WILL BE SUBMIT• 378 279 3/78 , .S - 3. YEAR APPLICATION TE TO EPA FOR FUNDING $ $ S y CATEGORYI SecondaryTreatment and BI'WTT 24,200,000 �, 22,200,000 b. CATEGORY II 2,000,000 Marc Stringent Treatment 1,000,000 56,000 ,944,000 t CATEGORY NIA InliltralionpnRow Correction ._, d. CATEGORY NIB Major Sewer Syelem Rehabilitation e. CATEGORY IVA New Collector, eta ...., 9,407,000 13,800,000 a. 3,980,000 413,000 LCATEGORY IVB New Inlerepinn, etc. g. CATEGORY V• Cnrfeetlanof CombimdScwerOvNRows h. CATEGO Fly VI and/or Contrnl of Trealnu nl I Slnrmwalers I a. PREVIOUSLY S -Q_ S -0- S -0_ S O--. TOTAL COST FUNDED S -O- pFSTEP2 3,980,000 469,000 32,551,000 S. ANDSTEP3 b. PLANNED 2,000,000 S s PROJECTS S 3q,000fOOO* *** ALL PR JE it 6' TOABENINCLUDEDINTBUT HEENTIRECTS 9 t I '�, I tt•' I.;` vl tr i -�fi:', I GRANT STEP t PROJECT COST ,�,i $ 439,200 , T' NO.0 19O830 -0 AND REF LEC! THE LATEST - PROJECT ESTIMATES OF PLANNED PROJECTS WERE COMPUTED AS OF (MONTH AND YEAR) NEWS RECORD. COST 2733.19 ASREPORTED BY THE ENGINEERING B.LONSTflUCTION COST INDEX OF REVIEW AND APPROVAL BY STATE AGENDDATE ESTIMATES PREPAREDIVERIF IED BY 7b. NAME 1PICaee Pdn.. 90• DATE NAMEPte Me P11"r S• Klmm June 19, 1978 .r W. ORGANIZATION I A N VEENSTRA & KIMM SIGNATURE TELEPHONE i ARE 515 DE I 225-8000 EPA REGIONAL E NUMBER 9c. REVIEW AND APPROVAL BY UAtIE SIGNATURE NAME (('(tate Printl i e will be Ir nticd on Ilnc 7. * , ** , *** , **** and • TheSIeP I pmlcc6lf°^y' P See attached sheet. _ •' If no Step I Project was funded by (IPA, Inecll NIA. PAGE 11 OF 16 Fam 1V 141CROEILMEI) BY JORM MICR461-AB [17OAR PAIIM9 • RfS !10111175 MILRUFILMEU BY JORM MICROLAB • LEDAR RAPIDS AND UES MU111L�, Iunr, *Engineering design and soil borings - water pollution control plant. **Construction - corridor sewer system. ***Engineering design - sewer rehabilitation, outfall sewer and additional trunk and interceptor sewers. ****Construction - water pollution control plant, outfall sewer and additional trunk and interceptor sewers. *****Total project cost - does not include land, easements and rights-of-way acquisition costs estimated at $1,000,000. U MICROEILMEO BY ,(l JORM MICR+LAO Lf OAR RAPIDS •DES MOINES i J I i i� i _1 ..1 1 MILRUFILMEU BY JORM MICROLAB • LEDAR RAPIDS AND UES MU111L�, Iunr, *Engineering design and soil borings - water pollution control plant. **Construction - corridor sewer system. ***Engineering design - sewer rehabilitation, outfall sewer and additional trunk and interceptor sewers. ****Construction - water pollution control plant, outfall sewer and additional trunk and interceptor sewers. *****Total project cost - does not include land, easements and rights-of-way acquisition costs estimated at $1,000,000. U MICROEILMEO BY ,(l JORM MICR+LAO Lf OAR RAPIDS •DES MOINES 1-11uiWHLMLD BY JDRM MICROLAB CLDAR RAPIuS AND ULA - PART 1 - INTRODUCTION SCOPE The Facility Plan for the City of Iowa City is being prepared in accordance with the requirements of Section 201 of Public Law 92-500, the Federal Water Pollution Control Act (FWPCA) Amendments of 1972. The Facility Plan is divided into three parts, as follows: Part 1 - Infiltration/Inflow Analysis _. Part 2 - Sewer System Evaluation Survey Part 3 - Complete Waste Treatment System Plan i The report on Part 1 - Infiltration/Inflow Analysis was submitted to the City Council and state and federal regulatory agencies in November, 1976. That report 1 7 determined that "possible excessive infiltration/inflow," as defined by the Environmental Protection Agency (EPA), does exist in the Iowa City sewer system. The report included a recommendation that a sewer system evaluation survey be undertaken to identify all extraneous water sources. A scope of services for a sewer system evaluation survey was approved, in part, by the City Council, EPA and the Iowa Department of Environmental Quality (IDEQ) in May, 1977. Work phases authorized at that time included the following: Phase 1 - Preparatory Map Work Phase 2 - Footing Drain Tile Testing and Civic Survey Phase 3 - System Flow Monitoring Phase 4 - Physical Survey _ Phase 5 - Smoke Testing Phase 6 - Dye Water Flooding Phase 7 - Interim Report J Approval of the following phases was withheld, pending completion of the Phase 7 - Interim Report: ! Phase 8 - Preparatory Cleaning Phase 9 - Television Inspection Phase 10 - Analysis Reports The Interim Report has been approved by the City and the regulatory agencies. Work is proceeding for completion of the sewer system evaluation survey in the fall of 1978. This report sets forth the results of Parts 2 and 3 of the Facility Plan with regard to the water pollution control plant and the corridor sewer system which serves the northwest part of the City and areas adjacent to the Iowa River. The corridor sewer system has been designated as the first priority in the overall improvement program for the sewer system. -- 1-1 d ;alcnnnuatn By JORM MICRALAES UPAR RAPM'` • nr.5 M01!1r5 1-14RU�1LMLU BY JURM MICRULAB LEDAR RAPIUb AND DLA A long range trunk and outfall sewer plan, including plans for the rehabilitation of the existing sewer system, will be presented in a future report. That report will be submitted following completion and analyses of the sewer system evaluation survey, now in progress. This report, including an environmental assessment of the proposed plant and corridor sewer improvements, has been prepared in accordance with guidelines published by EPA. The report discusses the following elements: 1. Physical characteristics including climate, geology, soils, topography and hydrology of the planning area. 2. Environmental conditions pertaining to botanical and zoological elements and historical and archaeological sites in the planning area. 3. Past economic and population trends and future projections. 4. Existing and future land use. 5. Adequacy of existing sewage collection systems and wastewater I treatment facilities. ` 6. Forecasts of future waste loads in the planning area. 7. Results of the infiltration/inflow analysis and sewer system evaluation M survey of the corridor sewer system. 8. Alternatives for wastewater disposal in the planning area are discussed and an alternative plan selected based on cost-effectiveness and environmental considerations. 9. Evaluation and ranking of the alternative wastewater disposal plans taking into consideration views of the public and concerned interest groups, impacts on the environment and cost-effectiveness. _ 10. Recommended improvements to the corridor sewer system. 11. A plan for water pollution control facilities. 12. Preliminary design and cost estimates for the recommended water pollution control plant and corridor sewer system improvements. 13. Preliminary cost estimates for sewer system rehabilitation to remove cost-effective inflow. 14. Methods of financing the improvements through a program consistent with the financial capabilities of the City for implementing the Facility Plan. 1-2 MICRDEILMED BY y 1 JORM MOCR16LAB f f11AR NAI'1ns nfs tior4rs MiLK6 ILi4LU BY JORM MICRULAB LEUAR RAPIUi ANU oL' PART 2 - EFFLUENT LIMITATIONS GENERAL Under Section 455B.31, Code of Iowa, 1977, IDEQ is charged with the responsibility of protecting and maintaining surface and ground water quality in the State of Iowa. In accordance with the requirements of Section 303(e) of the Federal Water Pollution Control Act (FWPCA) Amendmentsajor of 1972, IDEQ has prepared water quality managemenplans, in July, 1975, include determination in the state. The basin plans, comp of existing water, quality, applicable standards and significant point an non -point sources iter quality inon in the ins. The the basinspandsset establishhneedsuand to correct the water quality p es for the municipalities in each basin. compliance schedul EFFLUENT LIMITATIONS - IOWA RIVER _i IDEQ. The Iowa City lies within the Iowa -Cedar River Basin designated by plan and effluent standadrthe Iowa issued by EPAeandrIDEQtforrtheth ,operatiionn the ,ofthe Iowa the discharge permits _J City water pollution control plant. The FWPCA established) permit tmewhech is 1 Pollutant Discharge Elimination System (NPDESlanning to discharge wastewater administered by EPA. Anyone discharging or p �i to public waters is required to obtain an NPDEby IDPQrthrough its ostate aoperation surveillance of water quality is conducted operation permits establish effluent - permit program. Both the NPDES and IDEQ op limitations and compliance planning to ancsdio cedules schargefeffluentr all stowriversater randmstreamstems or discharging, The NPDES permit for the Iowa City plant became effective on January 30, 1976. The current state permit was issued on October 20, 1975. hihrougheJuly 1 ,nt 1979. limitations of the two permits are identical for the period They authorize the discharge of an effluent within the following limitations through that date: t Limitations Wastewater Parameter Biochemical Oxygen Demand (BODS) Suspended Solids *m9/l = milligrams per liter. 2-1 141CRU ILnLD BY JORM MICR6LAB C@AR I:A P!n< ^CS 1.101111 Effluen Daily aily Average Maximum 30 45 50 75 i6itUt ILMLU BY DORM MICROLAB LL DAR RAP IUS AliU ULS :9U,:iL, In addition to the requirements set forth in the preceding tabulation, the permits require that the pH shall not be less than 6.5 nor greater than 9.0. Both the NPDES permit and the state operation permit include schedules of compliance. Effluent limitations are set forth in both permits for compliance after July 1, 1979. These limitations are as follows: Wastewater Parameter Biochemical Oxygen Demand (BODS) Suspended Solids Ammonia Nitrogen as N Fecal Coliform Organisms *mg/l = milligrams per liter. Effluent Limitations (mg/1)* Daily Daily Average Maximum 18 27 25 40 7 12 Disinfection Facilities Required The facilities, in accordance with both permits, must also meet the requirement of removing 85% of the applied BODS and suspended solids at all times. The permits include identical compliance schedules, as follows: "(a) by September 1, 1976, the permittee shall submit to the Iowa Department of Environmental Quality (DEQ) a complete facilities plan for the construction of the required facilities. (b) by July 1, 1977, the permittee shall submit to the Iowa DEQ final plans and specifications for the construction of the required facilities (c) by January 1, 1978, the permittee shall award a contract or contracts for the construction of the required facilities. (d) by July 1, 1979, the permittee shall complete construction of the required facilities, and by said date, shall submit to the Iowa DEQ certification by a registered professional engineer that the construction thereof has been completed in accordance with the application, plans, specifications and permit therefor. (e) The permittee shall submit to the Iowa DEQ 180 -day progress reports stating the progress being made toward completion of the required facilities. The first such report shall be submitted on or before May 1, 1976." 2-2 141CROFILMED By JORM MICR46LAS CTAP HMInS Df5 MDI:RS LIILROFILMED BY JORM MICROLAB CEDAR RAPIDS AND ULS :IUlki, The City is not in compliance with the schedule and cannot comply with the schedule in the future. Copies of the EPA and IDEQ discharge permits are included in Appendix A of this report.. Other point source discharges within the study area include the following: 1. Highlander Inn and Supper Club complex lagoon. 2. Westinghouse Measurement Research Center lagoon. J 3. Johnson County Home lagoon. 4. Sunrise Mobile Home Park lagoon. _j 5. Iowa City municipal water treatment plant. 6. University of Iowa water treatment plant. ri 7. Procter & Gamble Manufacturing Company i Discharge permits for the above point source discharges are also included in ! i Appendix A. The Johnson County Home and Sunrise Mobile Home Park lagoons do not have permits. I `I I _ I i 1 , 2-3 .s. MICROCILMEO BY ' JORM MICR&AB � CCPAR Ii0PIO5 DCS MOINES M1L,iNFILMLU 8Y JORM MICROLAb LEOAR RADIUS AND uL`. %1Q.:�'- PART 3 - CURRENT SITUATION Jn: GENERAL This part of the Facility Plan is also applicable to the final Facility Plan to be completed after the sewer system evaluation survey for the entire planning area is completed. Sections of this part which are general in nature will not be duplicated in the final Facility Plan. PLANNING AREA Iowa City, the county seat of Johnson County, is located in southeast Iowa, 55 miles west of the Mississippi River, and 25 miles south of Cedar Rapids. The City is served by Interstate Highways 80 and 380, U.S. Highways 6 and 218, and Iowa Highway 1. Rail service is provided bylthe RockcIsland cinity MRailrap oad nand the Cedar Rapids and Iowa City Railway. Figure the location of Iowa City and nearby communities. The Iowa City municipal airport is located isthe gwest siaviation of Highway 218 in the south part of the City.airport and includes approximately 490 acres of land. The University of Iowa is located in the west -central part of the City, on both sides of the Iowa River. The University campus includes appThe ely 1,900 acres of land and about 65 major buildings and structures. physical University is an important factor in the social, ecoderatesaacomprehensive development of the City. The University owns and op water system including all facilities for supply, treatment, distribution and storage of water. Sanitary sewers serving the University campus discharge to the Iowa City sewer system for treatment at the Iowa City water pollution control plant. The City of University Heights, an incorporated community, is located in the west part of Iowa City and is bordered on all sides He Iowa City. Water and sanitary sewerage service is provided to University He by Iowa City under contract. University Heights is included in the scope of this study. The City of Coralville adjoins Iowa City on the north and west. Coralville owns and operates its own water and sanitary sewerage systems. Coralville is not included within the scope of this study. Iowa City operates under the council-manager form of government. The council consists of seven members who are elected and hold office in accordance with thee elecrate in fullprovisionsprovisionsoof them charterf a hoe rulecbecame effectdiveyonhJanuary 1, 1976.1974. The 3-1 I-ICROFILI410 RY JORM MICR+LA9 rrDAR RANDS . nF5 MOPJFS r•1ii,kUFIL&O BY JORM 1.11CROLAB CLUAR RAVIU.� AND OE.,w:: r The planning area referred to in this report includes Iowa City, University Heights and those outlying areas which are proposed for development in the land use plan prepared by the Iowa City Department of Community Development. Planning area boundaries are shown on Figure 11, the Land Use Plan, in Part 4 of this report. CLIMATIC ELEMENTS The climate of the study area is characterized by seasonal contrasts and highly variable weather typical of the humid continental region. The average yearly temperature is 49.40 F. The average temperature for individual months varies from 230 F. in January to 750 F. in July. The variation in extremes is 1320 F., from the extreme low of -230 F. to the record high of 1090 F. Precipitation averages about 32.7 inches annually, but the variation is great. The average seasonal snowfall is approximately 28 inches per year but is also variable. Summer winds are commonly from the southern quadrant, dominated by tropical air masses from the Gulf of Mexico. Polar air masses from the north-northwest are typical during the winter months. GEOLOGICAL ELEMENTS Geology The basement bedrock of the study area was formed during the Precambrian age. Over the base are dolomites and sandstones of the Cambrian age and dolomites, sandstones, limestones and shales of the Ordovician age. The bedrock surface was developed during the Devonian age and includes sedimentary rocks of the Middle Devonian series. These rocks are primarily limestones, dolomites and shales of the Cedar Valley and Wapsipinicon formations. The bedrock is not generally visible in the study area, except along the steep slopes that occur along the walls of the Iowa River valley in the north part of the City. Numerous limestone formations are exposed in this area. Soils Over the bedrock formations are materials of glacial origin from the Kansan drift. Wind blown particles or loessial materials have generally covered the - glacial deposits and form the parent material of the upland soils of the area. The loess deposits are generally 10 to 15 feet in depth throughout the study area. Within the floodplains of the river and its tributary streams, alluvial materials have covered or displaced the loess and glacial deposits. These materials are water deposited and consist primarily of silt, sand and gravel. 3-2 :41CROMMED By JORM MICROLAB CEOAR IIAPInt PCS M01VC 1.1I1,kOF1LMLLJ BY JORM MICROLAB LEUAk RAPIUS AND OLS hIU:;,u, .'J' - MARION 151 Martelle Olin CEDAR RAP IDS 30 216----- ---- Ml. Vernon farfaz Mechanicsville ............ Lisbo Stanwood _ Wallordl 1 3 Clarence _ Wald 149 216 — West Amana Amana I Cou Falls Solon Aa WA RIVER I �Fo TIPTON South 10 Nor Ir 9Q Amana Homeslea 1 6 Liberty Newport I �'`F? 36 J I 1 Tiflln Coral elle ,� eo Williamsburg I University Heights 11111�f IOWA CIT1 eo I I Ii I Parnell --West Liberty 6 wHills i s _ _ River lunctidn 36 Riverside Nichols Kinross Wellman Kalona I 22 1 — —I 70 South English � � MUSCATINE ?€�' 14 Fit6 i I I Co sville92 T West Chester WASHINGTON Colter Grandview /h Ainswortl I Columbus ip�q 92 Junction R M E 0 2 4 6 6 Veen6tra & Kimm Inemen A Phones VICINITY MAP FIGURE I MICROFILMED BY 1 JORM MICR#LAE7 CfMP PAP1115 • nFS MOINES I•iiufUl ILMLD BY JORM MICROLAB CEDAR RAPIDS AND ULS The soils in the Iowa City study area have formed primarily from loessial deposits. Three soil associations are predominant in the area. These include: Tama -Muscatine, Fayette and Clinton -Lindley. Detailed soils mapping of the City and the immediate surrounding area has been in progress since 1974 by the U.S. Soil Conservation Service (SCS). Completion of this program is expected in the near future. The SCS has outlined very general soil resource areas as a result of the studies to date. Six general resource areas have been delineated by SCS and are shown on Figure 2. Soils that have been identified within the resource areas are as follows: Resource Area I: Fayette, Downs, Tama, Lindley, Judson and Colo. Resource Area II: Colo, Nodaway, Lawler and Zook. Resource Area III: Clinton, Fayette, Otley, Givin, Ladoga, Colo, Shelby and Lindley. Resource Area IV: Tama, Muscatine, Downs, Fayette and Colo. Resource Area V: Garwin, Muscatine, Downs and Tama. Resource Area VI: Dinsdale, Kenyon, Clyde and Floyd. A description of the SCS resource areas, shown on Figure 2, is as follows: i Resource Area I - This area includes the hilly to steep uplands in the north, northeast and east parts of the City. Large areas outside of the City to the northwest, north and northeast are also in Area I. Soils are primarily Fayette silt loam (loess type soils). Slopes range from 2 to 45%. Some areas of Downs and Tama silt loam are found in the southern part of the Ralston Creek watershed. Areas of Colo silty clay loam are found in draws and small stream bottoms. Some colluvial soils below the upland slopes are found in the area, primarily Judson silty clay loam. Resource Area II - This area includes the bottomlands and valleys of the Iowa River and its principal tributaries. The topography is generally level to undulating. Slopes range from 0 to 4%. Soils are typically alluvial and colluvial, outwashed from loess deposits and glacial till from the Kansan drift. Colo, Nodaway and Zook are bottomland soils. Lawler soils are found on stream terraces and level outwash areas. Resource Area III - This area includes the west campus of the University, the City of University Heights and the south and west areas of Iowa City. 3-3 micRorILMED By JORM MICR�LAB CFDAR RMID9 DfS MOIRFS t;liu<Ui-16, U BY JGRM MICROLAB LLUAR RAPlj� AND uL�l The topography is gently rolling to rolling with slopes ranging from 5 to 13%. Soils are typically medium textured and moderately permeable, derived from loess with areas of glacial till on the steeper slopes. ^ Alluvial and colluvial soils are found in the small stream bottoms. Fayette and Downs are the major soil types with Clinton, Otley, Givin and Ladoga soils occurring in the southwest part of the area. Shelby and Lindley till soils may be found on the steeper slopes. Resource Area IV - This area includes the central business district and areas to the south and east. The topography varies from gently rolling to rolling with slopes in the range of 5 to 13%. Soils are typically loess with areas of Fayette soil generally in the north. Colo soils are found along stream bottoms and drainageways. Resource Area V - This area includes the southeast part of the City. The topography is nearly level to undulating with slopes ranging from 0 to 4%. Soils are typically thick layered, dark colored, medium textured and moderate to slowly permeable, derived from loess. Garwin, Muscatine, Downs and Tama soils are found. Resource Area VI - This area is located outside of the study area, north and northwest of the City of Coralville. Soils in this area are derived .- from glacial till of the Iowan drift and indicate, in general, the southern advance of the Iowan glacier. ' r Detailed soil survey data and information sheets are available from SCS and the Johnson County Soil Conservation District. This data, prepared by SCS, provides detailed information regarding each soil type and sub -type in the Iowa City area. Classifications are usually only applicable to a depth of five feet. Field investigations by City personnel have indicated that many sanitary sewers in the southeast part of Iowa City have been constructed within a sandy subsoil stratum. The approximate location of the sand stratum is shown on Figure 2. The sewers in the area where sandy subsoil conditions exist range in depth from eight to 18 feet. Some sewers have been constructed in rock, particularly in the northeast part of the City. Topography Topography of the study area varies from hilly to steep uplands in the north, northeast and east parts of the City, to the level and slightly undulating bottomlands and valleys of the Iowa River and its tributaries. Most of the study area includes topography that is gently rolling to rolling with slopes ranging from 2 to 13%. Elevations vary from about 810 feet above mean sea level in the northeast to about 630 feet above mean sea level along the Iowa River in the south part of the study area. 3-4 141CROFILI4i.0 BY JORM MICR6LA6 fl"MP R•�('In5 nf5 MOI"IfS 1. 14ILRUFILMLO BY JURM MICROLAB • CEDAR RAPIJS AND JL:, 1c1.4L�, •JI:^ c� LE -- ---�� / i I P - I C 1 I wrcALVILLE el L i JI B,�_.'�j _ i�R �;IrII •�' L ill-1�w. r,� Ji �; J.l_AJ� 11 I -ii 71187 j oo�.-'G3 c'b 1 '— v �rECfl r LFII 117 �1� / dEiF39E'1lr �✓ 1911 ] �! I �' �i ( 76E3Hr�6U9F�Hi I0r 2EE': ' ( .. --- OOIVEflS1TT > <' I • L 17CI11Qh" NEI GNT9 Ir l ISI . I0.'�LUI TH I oof ��.. .-_^�\ �-� /., - r \ ! r ( ' i1 I _- I/ I 1 ��/'`I� rl'.fjL.� p•a �>r' 4. 1_.. tea' k�, + •::..;, I� I III ILII / % _ II • ��_.J/� Ili If 1 �\,. J i ;L..J .441 : A I1 1 II` � it II '1 :::: •.; u SANDY 500 -SOIL STRATUM !i T SOIL RESOURCE AREA OESIGNAIION I> u ! �.mALVILLE ii t l �i yL� H�-F4�r I IL H 866EL6❑ r t�66aE366E� " �mWm I� GBr9r F ', ✓ J_ Ino41 :'�tar.0 JimWIY� el �I /r r7 1. �I � I �j r� �•. I 'J! IIj 11 )VAA 77 SANDY SUB -SOIL STRATUM ......}..mar I SOIL RESOURCE AREA DESIGNATION II I I I r II I I I. N - II C I �, .•� Stlll IN HIS moo 1000 Veenstra 8 Klmm br-'s A Pbnne, OFIDIMIt e161 %I? IUlel Sxl0 e1 IMI CI11 JI 401 IIII MLLE I mi(,rtUi'iL;4cU 8Y JOkM MILkOLAB LLUAk kAvlU:) AWu uL� `i.:•:� �• Li ,V I 1 ! ( r r r _ ` 1 Vi[ 4, ti, l rangy 5—fr r ..t If is l Y , t II 1[ 1 O /� ^ `I '(Jr �-• E-') �� �r,._�I�(i! r S,'fnir#'?i.}� f 1�.,• =yo_I � If• 1I„ I !-" Il 1-i-�c^`.ly 'ar1F- CI=L•-��Z ``'1- 'R ' � i 1.1��1" W;z F f �Tltl :.tO n LarJL t 77 r l FF I` �. I uC: w„i iC') I a '• I '.....� , it ' I: Ia••>•n I ”-.. _ :..tC_ °11 1 t � - \ I ,t S � 1 1 ` 1l Ir' +• i li, 1 �� i! '_..� .rte '. •, , i LLE t- rYF' \ ~^tom 1 •-. "a �� I -�.�.� li i-.:, �tI� .F 3�y4 ( � `,/ ' '- - -- -� ---� : l�nr7_n:: •..,.:a t �••. � 1I � F� 1_�� �'i-'��11 J1 � � :2`r.'si;";,x •p I {f.;:.;r I 1 �__� '�• II .........., I. e UNIVERSITY/��` f �� UEIGIIT9 -I�Itr \ r. �➢ r-'f�('t I,� fI��1LL—It { off, x v EC 7p 'a 1 O.r , nr tt t II i• -Y it it � ))A: `l. jt.: .r� iH11 i ��I� 7�E IIT �F Lu flL. r �� I :t� , '' I .xM o..J=.•„ tx< C •F..r.:F.; Yti,?`:�:i> n��r \ I .9•::P• iii: .ir:''. '��``d aii::.:: /J _J^� l L�.:i`�'•. '�'''�l r•.({"t}dF:tiii ^: .�. '•i C�ih;:.::...: .>:%c:J(.;, (�, 1� r- -,t �: '•':M: �. .`34n:.;, ,. :•i:4: �.+:•%�yli;i",:'j:•ii'iifE::`r: � `J/j� � JI- ;%�� .,I r .y....,Sc?:c'r:e4.;<:s�•li�a:i,:':; 'Eii;rr' J ` / /7 ii � r\ II \� �w �I ,M�Y� j* t tY4 'r �'� i /✓ - I aaay II y11 I' I I it II SOIL RESOURCE AREAS IOWA CITY, IOWA FIGURE 2 rrnna nnl ma FS Nit,kolILMLU BY JORM MICROLAB HYDROLOGICAL ELEMENTS LEOAR RAPlj. ANU uL Rivers and Streams The principal drainage course in the study area is the Iowa River. The Iowa River flows in a general north -south direction through the center of Iowa City and drains approximately 3,280 square miles upstream from Iowa City. Principal streams in the study area, tributary to the Iowa River, include Ralston Creek, Rapid.Creek, Clear Creek and Snyder Creek. Ralston Creek, which drains most of the east part of Iowa City, includes a total drainage area of about nine square miles. Clear Creek is located in the northwest part of the study area. This stream drains an area of about 105 square miles which includes most of the City of Coralville and the northwest part of Iowa City. Snyder Creek, located in the southeast portion of the study area, drains a total area of about 22 square miles. Rapid Creek drains an area in and north of Iowa City and has a drainage area of 35 square miles at the Iowa River. Flows in the Iowa River through the study area are controlled by operation of the Coralville Dam. The reservoir was completed by the Corps of Engineers in 1958 and controls flow from a drainage area of 3,115 square miles. The reservoir has a total capacity of 490,000 acre-feet. The surface area of the reservoir normally varies from about 4,900 acres in mid -summer, to about 1,800 acres in early spring prior to the anticipated period of high runoff. At the spillway crest elevation, the reservoir has a surface area of about f 25,000 acres. Corps of Engineers normal operating procedures for the reservoir provide for minimum low flow in the river at Iowa City of 150 cubic feet per second (cfs). However, during the extreme drought conditions that existed in the summer of 1977, minimum flows were reduced to a low of 75 cfs. Normal release rates vary from about 1,000 cfs to 10,000 cfs depending upon seasonal and downstream river conditions. Maximum design flow from the reservoir is about 20,000 cfs; however, normal flood control operations limit the maximum discharge to 10,000 cfs. Full channel flow through Iowa City is reached at a discharge of approximately 8,100 cfs from the reservoir. Water Quality The Iowa River is a water quality limited stream throughout most of its length, including the segment through Iowa City. The river is an effluent limited stream from its mouth to the confluence with the Cedar River. The surface water classification of the Iowa River from its mouth, in Louisa County, to the Burlington Street Dam in Iowa City, is Class B - Wildlife, Ohl 1 I4I CRBF ILBI:D BY JORM MICR+LAO r,rnnR rrril+s • nrs molars MI(,RUFILA U BY JORM MICkOLAB CLUAit RAPIJ:, AW UL, `i , u_ , V. Non -body Contact Recreation and Aquatic Life (Warm Water). Immediately upstream from the Burlington Street Dam, the river is further designated as Class A - Whole Body Contact Recreation and Class C - Potable Water Supply. Upstream from the Class C area in Iowa City, the river is designated for both Class A and Class B uses through the Coralville Reservoir to Highway 218. Detailed water quality data regarding the Iowa River is included in the Iowa -Cedar River Basin Plan report. The basin plan indicates that the most significant water quality problems in the Iowa River are low dissolved oxygen and high turbidity. Dissolved oxygen levels have, at times, been found to be in violation of Iowa's stream standards. Turbidity is generally greater in the Iowa River than in other rivers located in eastern Iowa. According to IDEQ, suspended sediment concentrations in the Iowa River range from 9 to 4,700 mg/l. Total dissolved solids concentrations in the Iowa River have been as high as 782 mg/1 and average about 271 mg/1 in samples collected since 1970. Concentrations of nitrates and phosphates in the Iowa River appear to be primarily from non -point sources. Point sources also contribute phosphates to the Iowa River. The Coralville Reservoir appears to decrease nutrient levels and coliform concentrations in the river downstream from the dam. Nutrient concentrations have, at times, contributed to large algal growths in the reservoir. Except for copper, concentrations of heavy metals in the Iowa River have not exceeded the state standards. Pesticides found in the river include DDE, DDT, dieldrin and atrazine, with the highest concentrations found in the Coralville Reservoir. Concentrations of DDE, DDT and dieldrin have exceeded recommended maximum levels established by the National Academy of Science. Water Use The principal source of water supply in the study area is the Iowa River. Additional subsurface sources of water supply include isolated sand and gravel deposits, the Devonian -Silurian aquifer and the Jordan aquifer. Iowa City and the University of Iowa are served by separate water treatment plants which treat water from the Iowa River. Iowa City provides water to the City of University Heights by contract. The Iowa City water treatment plant has capacity to treat 10.5 million gallons per day (mgd). The University of Iowa water treatment plant has capacity of 4.0 mgd. The Iowa City water treatment plant was designed toremove all suspended material from the river water. Alum, lime and polymers are added to the raw water in varying amounts to coagulate the silt and organisms. Materials in 3-6 141 CROs I L1410 BY JORM MICR46LAB (IDAR RAI`:q, '7f `.'101tI1­5 f•LILRUh CLMLU BY JORM MICROLAB CLUAR RAVIu: Mu A the raw water drawn from the river, together with a portion of the chemicals used for coagulation, settle and form a sludge which is periodically discharged to the Iowa River. The composition and quantities of sludge vary with the quality of river water being treated. Alum is the major chemical used at the municipal water plant. The alum sludge discharged from the plant to the river contains from 0.2 to 8% suspended solids (2,000 mg/1 to 80,000 mg/1). The NPDES permit for the municipal water plant provides that by April 1, 1977, concentrations and quantities of suspended solids shall not exceed a daily maximum of 30 mg/l or 0.003%. The filter backwash water from the plant is also discharged to the river. The average suspended solids content of the filter backwash water is about 350 mg/1. This amount also exceeds that allowed in the NPDES permit. J The University of Iowa water treatment plant discharges alum, lime sludge and filter backwash water to the river. The University's NPDES permit includes the same effluent limitations on suspended solids as the City's permit. J Lime sludge from the University's softening process is discharged to the Iowa City sewer system. University officials have recently advised the City that in the future, the University intends to construct and operate its own J facility for removal of all water plant sludge. They estimate completion of this facility in late 1981 subject to availability of funds. Sand and gravel deposits along the Iowa River are used as a source of water supply for agriculture. These deposits are generally found at depths of 25 to 30 feet. The Devonian -Silurian aquifer is the primary source of water for the City of Coralville and is also used by the University of Iowa for cooling and air conditioning water. The aquifer is located about 50 feet below the floodplain of the Iowa River and ranges in thickness from 200 to 400 feet. The Jordan aquifer is located at a depth of about 1,500 feet at Iowa City. The City has a Jordan well on the site of the water treatment plant as a backup source of water supply. The Iowa River is used for recreational and educational purposes. Canoeing and fishing are popular recreational activities on the river. The river is also used as an outdoor classroom by various University departments including botany, biology, zoology and environmental engineering. 3-7 141CROF 1 L1410 BY JORM MICR+LAB f, f"PNt Rn1i DC • 'If5 M01 N[ M ii,j F1LMLO BY JURM 111CRULAb Water Quality Management • CEUAR RAPIJS AND JL'� The principal federal agencies involved in water quality planning and management are EPA, the Corps of Engineers and the U.S. Soil Conservation Service. The principal state agencies responsible for water quality planning, monitoring and surveillance include IDEQ and the Iowa Natural Resources Council (INRC). EPA and IDEQ have the responsibility to develop plans and programs consistent with the FWPCA for the prevention, control and abatement of pollution of rivers and streams in the state. As noted previously, the principal methods for monitoring and surveillance of water quality are the permit programs of EPA and IDEQ. The Corps of Engineers works in cooperation with other federal, state and local agencies in developing plans and assessing the need for flood control, irrigation, water supply and water quality control projects. The Corps is also responsible for controlling discharges and maintaining floodways and conservation pools involving federal reservoirs. The Corps operates and i maintains the Coralville Reservoir. The Soil Conservation Service, through the Iowa Department of Soil Conservation, provides technical assistance to land owners regarding the conservation of soil and water. The INRC has the responsibility of protecting the surface and ground water resources of the state. Prior approval of the INRC is required before any structure, dam, obstruction, deposit or excavation is constructed, used or maintained in or on the floodway or floodplain of any stream or river in the state. The INRC is responsible for determining the characteristics of floods, establishing flood and floodway encroachment limits and the reasonable use of the floodplains. The INRC also coordinates the establishment of flood hazard boundaries for cities participating in the National Flood Insurance Program administered by the Federal Insurance Administration. Iowa City is participating in this program and has adopted a floodplain management ordinance which regulates and controls construction within the floodplains of the Iowa River and its tributaries. BOTANICAL AND ZOOLOGICAL ELEMENTS Wildlife Habitats Wildlife habitats in the Iowa City area are both aquatic and terrestrial. Principal aquatic habitats include the Coralville Reservoir, several natural and artificial lakes and ponds, and the Iowa River and its tributaries. 3-8 141CROFIL1110 By JORM MICR6LA9 fFnA� ♦?6P!?i nFS I-0OIhFS P1iuiWi iLMEU BY JORP1 PIICROLAB CEUAk RAPIUS ANU uL Terrestrial wildlife habitats are located primarily within the floodplain of the Iowa River and along the slopes and uplands in the north part of the study area. Vegetation Historically, vegetation of the study area region has been dominated by the oak -hickory association including tree species of shagbark hickory, bitternut and black, white and red oaks. In the upland regions, oak -savannah and oak -hickory forests intermixed with areas of grass prairie species were common. Understory species generally found in the oak -hickory association —� include dogwood, chokecherry, gooseberry and serviceberry. The floodplain vegetation was predominantly oak -hickory forests interspersed with other species of trees including poplar, maple, willow, ash, elm, sycamore, walnut and cottonwood. Tall grass prairie species including various species of bluestem, switchgrass and indian grass were found on flat upland areas. _ Prairie fires were important in restricting forest vegetation to areas of the floodplains and sloping ground. (Kuchler, 1964; Kucera, 1952) Current vegetation found in the study area can be generally classified as follows: Slope and Upland Woods include both the oak -hickory and maple -linden associations. The oak -hickory association is found on drier, well -drained slopes and uplands located primarily north of Interstate 80. The maple -linden association is generally found on north -facing slopes, in ravines and on moist, well -drained upland sites. Sugar maple, black maple and American linden are the principal tree species in this association. Bottomland Woods include the floodplain or "streamside" association and are typically found along river banks, creeks and poorly drained floodplain areas. This association includes boxelder, hickory, ash and elm. Occasionally, river birch and cottonwood are found. In the study area, the bottomland woods are found primarily within the floodplains of the Iowa River and its tributaries. Vestiges of bluestem tall -grass prairie species, including scattered trees, can be found in certain upland areas of pasture or unused fields in the north part of the study area. These "old field" areas are located primarily -- north of Interstate 80. A list of principal trees found in the study area is included in Appendix B of this report. 3-9 MICROFILMED BY JORM MICR6LAB CFMR i?APIOS Drs1O111F5 MiLkUFILMLJ BY JORM MICkOLAB LEUAR RAPIJS AIW WL= 'I Wildlife Wildlife in the study area and the Iowa City region include mammals, reptiles and amphibians typically found in areas of the oak -hickory and maple -linden associations and on agricultural lands. Principal game species include white-tailed deer, rabbit, squirrel, quail and pheasant. There are a variety of birds that are native to the woodlands and agricultural lands in the region. A partial list of birds observed in the study area is included in Appendix B. Appendix B also includes a list of mammals typically found in the Iowa City area. Wildlife is predominant in the areas where vegetation is most abundant, including the upland and bottomland woods and old fields. Agricultural lands also provide a limited habitat for certain game and non -game species. Dominant fish species found in the Coralville Reservoir and Iowa River include walleye pike, northern pike, channel catfish, flathead catfish, bluegill and bullhead. Good fishing habitats are found in the Coralville Reservoir and in segments of the Iowa River downstream from the dam to near Interstate 80. Fishing habitats are good (primarily during spawning season) in segments of the Iowa River immediately south of the Burlington Street Dam. Good fishing habitats in the Iowa River downstream from the Burlington Street Dam are limited due to poor river bank conditions. A listing of the dominant fish species found in the Iowa River and the Coralville Reservoir is included in Appendix B. Rare and Endangered Species A tentative listing of endangered species of plants, birds, mammals, reptiles and amphibians and fish has been prepared for the State of Iowa by the State Preserves Advisory Board. This list is included in Appendix B. Wildlife species become endangered when their natural habitat is significantly altered or destroyed. In Iowa, many of the endangered plant species are near the southern and/or western limit of their natural geographical range and i are therefore more sensitive to habitat disruption than non -endangered species. Endangered species may require wet land, dry land or wooded sites, depending on the species. It is probable that some endangered species have potential habitats in the �^ Iowa City area, although wooded sites are limited and prairie sites and bottomlands have been significantly altered by agriculture and urbanization. It is not known if any of the endangered species actually exist in the study area. The Iowa Conservation Commission is in the process of identifying areas and sites in the state where endangered species have been found. This information has not been published. 3-10 MICROFILMED BY JORM MICR6LAB MAP "FMK nf,5 MOPIFS WiLRUiILMED 8Y JORM 141CROLAB CEDAk RAPIDS AND uLS n HISTORICAL, ARCHAEOLOGICAL AND CULTURAL ELEMENTS A cultural resource survey in conjunction with this study was chaeologonducted conductedby the Office of the State Archaeologist. A copy of report is included in Appendix C. The Archaeologist's report and other studies indicate that the Iowa City area includes a number of sites of historical and archaeological significance. Historical sites in the posts, and theea include lsitetofethetTown ofthe Napoleon,Fox and Sthe Indian tribes for tradingg ppoos first county seat of Johnson County. Iowa City was established asothJohnson territorial capital of Iowa in 1839, and later as the county seatCounty. Some of the known historical sites that may be preserved in the d Capitol grounds, the Napoleon townsite, indian village future include the Ol sites, Terrill Mill site, original ferry crossings, the first stage route and archaeological sites of prehistoric aboriginal occupations identified in the cultural resource survey. AIR QUALITY The principal sources of air pollution in the Iowa City area are motor vehicle exhausts and stack discharges from power plants burning fossil fuel. Air quality monitoring in Iowa City is conducted for IDEQ by the University of Iowa. Monitoring includes analysis for particulates and sulfur dioxide. Data gathered to date appears to have been influenced by localized construction and is of doubtful validity. IDEQ has also conducted air quality monitoring of the Iowa City area. The Department believes air quality is generally within acceptable stannddards eato be except possibly in the downtown area. Sulfur dioxide does not app a problem. Particulate standards in the area have been exceeded occasionally. ENVIRONMENTALLY SENSITIVE AREAS The environmentally sensitive areas The areas are classified as follows: Surface Waters of the Coralville Reservoir and the Iowa River and theThe Iowa River is used as a potable water supply by Iowa City University of Iowa. The Coralville Reservoir, which collects sediment, nutrients and pesticides from upstream agricultural and urban uses of the Iowa River basin, provides a habitat for aquatic plants and animals. The reservoir is extensively used for various water related recreational activities. in the study area are shown on Figure 3. 3-11 `r'� • I41CRONUIED BY 1. JORM MICR+LAB Cr DAR MUM • Xf 7•10111[.`. I.1iLi(Ur iLMLL) BY JORM MICROLAB LEDAk RAPIU� ANU 2. Aquifers Used as a Source of Potable Water Supply - There are numerous shallow wells throughout the study area that are used as a source of potable water for farm homes and for various agricultural purposes. Deeper wells into the Devonian and Jordan aquifers are used as the principal or standby source of potable water by several communities and the University of Iowa. The shallow wells may be subject to contamination from surface pollutants. 3. Floodplains and Floodways of the Iowa River - Iowa City is participating -, in the National Flood Insurance Program. The City has adopted an ordinance to regulate development in the floodplains of the Iowa River and its tributaries. Restriction of development in the designated flood hazard areas is essential to maintain flow capacities in the floodways and reduce property damage. 4. Steeply Sloping Lands and Bluffs - Soil erosion on sloping lands and bluffs along the Iowa River has been caused by urban development and mineral extraction. Areas of steeply sloping land that have sufficient vegetation to control erosion and are also of scenic quality extend along the Iowa River from the Coralville Reservoir to south of Interstate 80. Because of the scenic quality, these areas are subject to development pressures. 5. Historical, Archaeological and Cultural Sites - The historical sites and the recently discovered archaeological sites are environmentally sensitive areas. Historical, archaeological and cultural sites that may be considered for preservation in the future have been discussed previously. 6. Vegetation - The principal values of vegetation are to provide erosion control, wildlife habitat and aesthetics. Most of the existing heavily vegetated areas are located along the bluffs in the north part of the study area and in floodplains of the Iowa River and its tributaries. ECONOMY, POPULATION AND LAND USE In 1974, the Iowa City Department of Community Development initiated studies that resulted in a revised Comprehensive Land Use Plan for the City adopted on May 30, 1978. The Department of Community Development has prepared a series of reports which set forth existing conditions in the City. The following _ information is summarized from these reports. Economy_ Iowa City's economy is greatly influenced by and related to the University of Iowa. The manufacturing segment of the Iowa City economy is relatively small _ and, consequently, has not greatly stimulated population growth and industrial 3-12 141CROFIL14ED BY JORM MICR+LAB MAP RAP 191 • 11 '401HfS I4iLK01 ILMLU by JORM MICRULAB LEDAR RAPlub AND iku !U,:IL, •J1111 COORALY I LLE WTV CORALVILLE 11"T Rqwlklllf® INDIAN BRIAL I*d Rqwlklllf® Q ---` )\ 1 4 c— 0, oil W I 111 1;l 11 Iill rill URI VILLE P1iL,RL)t ILMED BY JURM MICROLAb I • CEDAR RAP M AND JIL" IU::4L- INDIAN GURIAL SITE r BJP Witt,, 4'LL moo, l. ii 4ve I 1� I OiA; ' SY-W P j �' .. I ii _-.-1 - 1 V I L ." .. I n—ml I J I I. NAPOLEON TOWNSITE VI'LLAGE— Ti J1 X 1 3J H 131 a e3 IA? VILLAGES 13jlli2t� +V X11 Iglr 'L...TRADING HOUSE POeFS HIEK'S VILLAGE CHASE TRADING HOUSE jo 100 YEAR FLOOD AREA PARK & RECREATION AREAS WOODFC LAND � rmnuALL11 � I r� LLE WTP,l/ II LVILLE a 53 INDIAN BUR I AL SITE I'L NAPOLEON TOWNS I TE O ASHIEK'S il'L*LAGE- F/ $13JH131 INDIA I VILLAGES • 13JH12 \GILBERT TRADING HOUSE P..DWESHIEK'S VILLAGE 100 YEAR FLOOD AREA 13 1 CHASE TRADING HOUSE F110111011 PARK & RECREATION AREAS I 111 2 1 G WOODED LAND rf""Z NATURAL SCENIC QUALITY HISTORICAL SIGNIFICANCE ARCHAEOLOGICAL SIGNIFICANCE 0 WATER SUPPLY (WELLS GREATER THAN 50 GPMI ENVIRONMENTALLY SENSITIVE AREAS IOWA CITY, IOWA FIGURE 3 rf'PAp PAPIn' - ?lr. !101N!*s J, .. . ........ NAPOLEON TOWNS I TE O ASHIEK'S il'L*LAGE- F/ $13JH131 INDIA I VILLAGES • 13JH12 \GILBERT TRADING HOUSE P..DWESHIEK'S VILLAGE 100 YEAR FLOOD AREA 13 1 CHASE TRADING HOUSE F110111011 PARK & RECREATION AREAS I 111 2 1 G WOODED LAND rf""Z NATURAL SCENIC QUALITY HISTORICAL SIGNIFICANCE ARCHAEOLOGICAL SIGNIFICANCE 0 WATER SUPPLY (WELLS GREATER THAN 50 GPMI ENVIRONMENTALLY SENSITIVE AREAS IOWA CITY, IOWA FIGURE 3 rf'PAp PAPIn' - ?lr. !101N!*s J, NAPOLEON TOWNS I TE O ASHIEK'S il'L*LAGE- F/ $13JH131 INDIA I VILLAGES • 13JH12 \GILBERT TRADING HOUSE P..DWESHIEK'S VILLAGE 100 YEAR FLOOD AREA 13 1 CHASE TRADING HOUSE F110111011 PARK & RECREATION AREAS I 111 2 1 G WOODED LAND rf""Z NATURAL SCENIC QUALITY HISTORICAL SIGNIFICANCE ARCHAEOLOGICAL SIGNIFICANCE 0 WATER SUPPLY (WELLS GREATER THAN 50 GPMI ENVIRONMENTALLY SENSITIVE AREAS IOWA CITY, IOWA FIGURE 3 rf'PAp PAPIn' - ?lr. !101N!*s Mi�iWfiLM4 J BY JURM MICROLAB LLUAR RAPW3 AIIU L)L ilv.+ development. The principal employment sectors since 1950 have been educational institutions, wholesale and retail trade, and hospital and health care services. The University of Iowa is the largest employer in Iowa City with about 8,600 full-time employees (including 2,750 employed by the University Hospitals). The full-time employees include 1,700 faculty members, 2,510 administrators and professionals and 4,380 general service workers. The University also employs about 5,900 part-time workers. In 1970, the Iowa City employed labor force (persons 16 years and older) included 20,623 workers. Of this total, 7,755 were employed by various state agencies including the University and University Hospitals. Total employment _ by government agencies (including federal, state and local) constituted 47.8% of the labor force in 1970. _J Employment in wholesale and retail trade accounted for about 19.5% of the total employed labor force. Other employment, constituting the remaining _ sectors of the economy, accounted for about 32.7% of the employed labor force in 1970. Employment in manufacturing included about 6.5% of the labor force. J The U.S. Census of Manufacturing reported that, in 1972, there were 36 manufacturing firms in Iowa City. There were 14 firms with more than 20 employees. The principal industries in Iowa City, employing 100 or more workers, are the 1-1 following: J Industry Activity Employees American College Testing Program Educational Programs & Services 450 (ACT) Moore Business Forms Business Forms 245 Owens Brush Company Tooth Brushes 450 Procter & Gamble Manufacturing Co. Toiletries 350 Thomas & Betts Corporation Electrical Components 100 Westinghouse Learning Corporation Educational Services 525 Sheller -Globe Corporation Foam Padding 832 Source: Iowa City Plan, Economic Report; Department of Community Development, 1977. With the exception of Procter & Gamble, there are no heavy or wet industries (industries that use large quantities of water) in Iowa City at this writing. 3-13 i141CROMMED By JORM MICR6LAB CEMR BM`IB'. 'IFS 1,10PICS MitAUFiLMLu BY JOkM MICROLAB Population A LLUAk kAPIJ�) ANU Jc� The population trend in the Iowa City study area since 1930 is as follows: *Special Census. Beginning with the 1950 census, University students have been included as part of the population of Iowa City. Prior to 1950, students were included in the population of the City of their permanent home residence. In the preceding table, University enrollment has been subtracted from census figures to indicate the net (non -student) population of Iowa City. University officials indicate that there are about 2,500 students that commute to the University from nearby communities. In 1974, the median age of the Iowa City population was 23.4 years. This compares to the median age for the state of 21.5 years in 1970. Persons 60 years and older comprised 6.3% of the 1974 Iowa City population. This percentage is considerably smaller than in the state where 16.9% were in the same age group in 1970. This is due primarily to the large student population. The average number of persons per household has been declining since about 1950. A survey conducted by the Department of Community Development in 1977 indicated an average household size of 2.8 persons. Land Use An inventory of existing land use in Iowa City and University Heights was conducted by the Department of Community Development in the summer of 1974 and updated in 1976. A generalized map of existing land use is shown on Figure 11, in Part 4 of this report. 3-14 1 .•� 141CROFIL1110 By ._ JORM MICR4j LAB MAP &APIns . ars MOMES University University Year Iowa City of Iowa Heights Total (Net) 1930 15,340 5,500 --- 20,840 1940 17,182 6,800 261 24,243 1950 17,712 9,500 446 27,658 1960 22,320 11,113 841 34,274 1965* 25,247 16,355 1,111 42,713 1970 26,246 20,604 1,265 48,115 1974* 27,216 20,528 1,181 48,925 *Special Census. Beginning with the 1950 census, University students have been included as part of the population of Iowa City. Prior to 1950, students were included in the population of the City of their permanent home residence. In the preceding table, University enrollment has been subtracted from census figures to indicate the net (non -student) population of Iowa City. University officials indicate that there are about 2,500 students that commute to the University from nearby communities. In 1974, the median age of the Iowa City population was 23.4 years. This compares to the median age for the state of 21.5 years in 1970. Persons 60 years and older comprised 6.3% of the 1974 Iowa City population. This percentage is considerably smaller than in the state where 16.9% were in the same age group in 1970. This is due primarily to the large student population. The average number of persons per household has been declining since about 1950. A survey conducted by the Department of Community Development in 1977 indicated an average household size of 2.8 persons. Land Use An inventory of existing land use in Iowa City and University Heights was conducted by the Department of Community Development in the summer of 1974 and updated in 1976. A generalized map of existing land use is shown on Figure 11, in Part 4 of this report. 3-14 1 .•� 141CROFIL1110 By ._ JORM MICR4j LAB MAP &APIns . ars MOMES MIL10 ILAEU BY JORM MICROLAB Y LtUAk kAPluS AI'IU uL� :'iv; i -V For purposes of this report, existing land use has been classified according to the following categories: Single Family Residential Multiple Family Residential Mixed Commercial Industrial Public and Semi -Public University of Iowa —, Iowa City and University Heights include approximately 15,650 acres. Of this total, about 8,800 acres, or 56%, of the land is developed in urban uses. Residential is the predominant land use in the study area. Single family residential land use, shown on Figure 11, includes both single family and duplex housing units. There are about 2,500 acres developed in single family land use. Multiple family residential land use includes apartments, rooming �1 and boarding houses, mobile home parks, fraternity and sorority houses and University owned student housing. There are about 375 acres developed in multiple family residential land use. l Single family land use is located principally in the central, north and east parts of Iowa City and in the University Heights area. Multiple family land use is concentrated primarily in and around the University campus with mobile home parks located in the north and south parts of Iowa City along major streets. The mixed land use classification includes the older sections of the City, north and east of the central business district. The area includes a variety 1 of residential and commercial uses. Commercial land uses, primarily service and retail business, are concentrated in the central business district and in the area to the south. Highway related commercial uses are located along major streets and highways in the —j central, south and southeast parts of the City, and at the interchanges with Interstate 80. There are about 330 acres of commercial land use in the study area. Industrial land use includes about 320 acres. The principal industrial area is located in the southeast part of Iowa City between Highway 6 and the Rock Island Railroad. J Public and semi-public land use includes schools, parks, cemeteries, golf courses, water surfaces and similar uses. The Iowa City airport is included _., in this classification. Public and semi-public land use includes about 2,075 acres. 3-15 141CROFILIIED By DORM MICR#LAB CCOAR RAPIM • nrS N011F MiLkUi ILI'li.0 BY JORM MICROLAB CEDAR RAP1U: AND JLC 'iui:'L: • '�•� The University of Iowa classification includes both developed and undeveloped land owned by the University and includes about 1,450 acres. SEWERAGE SYSTEM The sanitary sewerage system serves the City of Iowa City, the University of Iowa and the City of University Heights. Sewerage system facilities include sanitary sewers, pumping stations, the water pollution control plant and two lagoons on the north side of Interstate 80. The original sewer system included several combined sewers with the pipes sized with hydraulic capacity to carry both wastewater and storm water. Construction of the sanitary sewer system began about 1890. Additions were made to the system as the City grew. Continued growth of the City and the University following World War II led to overloading of both the sewer system and the treatment facilities. During the period between 1962 and 1973, a number of major improvements and additions were made to the sewerage system. An expansion of the water pollution control plant in 1965-66 more than doubled the capacity of the plant which was built in 1935. An addition to the administration building was completed in 1970. New solids handling facilities were completed in 1973. The Iowa City sanitary sewer system includes lateral, trunk, outfall and relief sewers and 10 lift stations with force mains. Lateral sewers serve individual building connections and discharge to trunk sewers. Trunk sewers discharge wastes to outfall sewers. Outfall sewers convey wastes to the water pollution control plant. Relief sewers convey flows in excess of capacities of the original sewers. Outfall sewers are sometimes referred to as interceptor sewers. The sewers vary in size from 54 -inch to 8 -inch diameter pipe. The sewer system includes about 140 miles of pipe and about 3,000 manholes. The sewers are constructed predominantly of vitrified clay pipe. Some of the older outfall and trunk sewers are of brick construction. More recent construction of large diameter sewers is of reinforced concrete. The older sewer pipe joints are sealed with oakum and cement. Recent construction has included O-ring joints to reduce joint leakage. Most of the manholes are of precast concrete or brick construction. Brick manholes, many of which have perforated covers, are located in the older parts of the City on the original sewer system. The depth of manholes varies from about 2.5 feet to 26 feet. The average depth of manholes is about 10 feet. A detailed description of the existing sewer system and tributary service areas is included in Part 1 of the Infiltration/Inflow Analysis Report. Figure 4 shows major sewers and tributary service areas reproduced from that report. 3-16 141CR0(1L14E0 BY JORM MICR+LAB NTAR PAI'In, nr5 140141:5 I•IiL,Wi lLMLL) BY JURM MICROLAB CEDAR RAPIUS AND UL INFILTRATION/INFLOW Part 1 of the Facility Plan Study, the Infiltration/Inflow Analysis Report, indicated that possible excessive infiltration/inflow exists in the Iowa City sanitary sewer system. Principal sources include downspouts, catch basins, footing drain tile, perforated manhole covers and leaky manhole walls. In the Part 1 report, average daily theoretical wastewater flow to the treatment plant, based on water consumption, was estimated at 6.081 mgd. If areas presently served by septic tanks and the Westinghouse and Highlander lagoons are included, the average daily theoretical flow to the plant would be about 6.5 mgd. The average daily wastewater flows for the month of April, 1976, were used for the infiltration/inflow study period. To estimate the amount of infiltration/inflow in the system, several rainfall .t events were analyzed and the resultant flows projected to a theoretical 5 -year storm event. The peak flow to the plant for a 5 -year storm event was estimated at 113.5 mgd. Projected peak flows in the sewer system from ,J various sources, as a result of a 5 -year storm event, have been estimated as follows: J Source Theoretical Flow* Inflow Downspouts Catch Basins Perforated Manhole Covers Leaky Manhole Walls Infiltration Footing Drain Tile Sewer Infiltration *Based on water consumption. Sanitary Sewerage System, Facility Plan, Iowa City, Iowa; Part 1 - Infiltration/Inflow Analysis; Veenstra & Kimm; 1976-77. TOTAL PEAK FLOW Peak Wastewater Flow (mgd) 10.259 11.621 43.200 2.318 3.968 37.451 4.716 113.533 Source 3-17 iMICWILRED BY JORM MICR+LA9 CEDAR PAPIPS RCS 1.101NC5 blilAW ILMLL) BY JORM 1.11CROLAB LLUAk RAPlu� ANO The Part 1 report estimated that cost-effective rehabilitation of the existing sewer system would reduce peak wet weather flow from 113.5 mgd to 52.4 mgd. This is a reduction of 61.1 mgd, or about 54%. Tentative cost-effective rehabilitation projects included disconnection of downspouts, disconnection of catch basins, repair of leaky manholes and replacement twof perforatednotined manhole covers. Extraneous flow from footing drain tileto be cost-effective to remove from the system. The sewer system evaluation survey, now in progress, will determine the validity of the conclusions of the The portion of the sewer system evaluation infiltration/inflow analysis. Th wer system has been essentially completed survey relating to the corridor se and is discussed in subsequent parts of this report. The results of the the remaining system will be presented sewer system evaluation survey for in a future Facility Plan Report. CORRIDOR SEWER SYSTEM The corridor sewer system includes the East Side Trunk Sewer and North Dubuque Lift Station and the West Side Trunk Sewer. The corridor sewer system tributary Service Areas 9, 10, 11 and 12. is shown on Figure 4. It serves A description of the corridor sewer system and tributary service areas is discussed in the following paragraphs. Area 9 Service Area 9 includes about 1,030 acres. Area 9 includes residential development in the north part and mixed commercial and residential land use in the south part. University of Iowa buildings are located in the area along the east side of the Iowa River. Population in the area is estimated at 3,350 persons. Area 9 is served by the East Side Trunk Sewer. This sewer serves all of the developed area except for scattered residential development and the Elks e Taft TCounty runkrSewerbextendsdfromntheoster waterRoaanpollutl nhcontrolSpeedway. East Side plant to near Interstate 80. The East Side Trunk Sewer has been built over a 50 -year period. The reach of the trunk sewer between Prentiss and Jefferson Streets was constructein the 1920s. The lower reach of the sewer to the existing water pollution control plant was built in 1937. The trunk sewer is 30 inches in diameter at the water pollution control plant and decreases to eight inches in the extreme upper reach. A new relief sewer has been designed to relieve the overloads in the trunk sewer but has, as yet, not been built. 3-18 q• ,K',..._ MICROFILMED BY JORM MICR6LAB NMI AAVTI� . 'g5 MOMF5 I.1iwWr ILMLU BY JORM MICROLAB CLUAR RAPIUS WiO oL '1U,:1L,, The sewers in Area 9 are primarily clay pipe with brick manholes. In the more recently developed parts of Area 9, the sanitary sewers include clay pipe with prefabricated joints and precast concrete manholes. There are about 10.4 miles of sanitary sewers and 274 manholes in Area 9. The North Dubuque Lift Station is located at the intersection of Kimball Road and Dubuque Street. It was constructed in 1935 as a part of the original East Side Trunk Sewer to pump wastewater in a 6 -inch diameter force main to a higher elevation for gravity flow. Population tributary to the lift station is estimated at 2,500. The lift station is loaded to capacity. A new river corridor sewer system will eliminate the need for this lift station. i Area 10 Service Area 10 includes about 910 acres. The northwest part of the area is developed in residential land use. The remaining area includes a part of the West Campus of the University and the Veterans Hospital. Existing population in Area 10 is estimated at 2,650. _ Area 10 is served by the upper reach of the West Side Trunk Sewer. This segment of the sewer varies from 18 to 12 inches in diameter. Sewers in Area 10 are primarily clay pipe with brick and precast concrete manholes. There are about 11 miles of sewer pipe and 267 manholes in the area. _ The West Park Lift Station was originally constructed in 1959 to serve a residential development located in Area 10 along the Iowa River. Population tributary to this lift station is estimated at 180 persons. Due to obsolescence, poor operational characteristics and faulty equipment, the City replaced the West Park Lift Station with a new package unit in 1977. The new station includes two pumps, an alarm system to monitor high water level conditions in the wet well, and a portable auxiliary power supply. Wastewater tributary to this lift station is pumped in a 6 -inch force main to the West Side Trunk Sewer. _ Area 11 Service Area 11 includes about 210 acres. The south part of this area is developed in residential land use. The remainder includes the University of Iowa campus. Population in Area 11, including residents in student housing, is estimated at 3,060. 3-19 mciwrILMEn BY JORM MICR+LAB rnnti Pm,m,- • nrs mwrs MiLkUf ILME0 BY JORM MICROLAB CEOAk RAFI;15 AIl0 bL: Area 11 is served by the lower reach of the West Side Trunk Sewer. This reach is 21 -inch diameter reinforced concrete pipe. The lower reach of the West Side Trunk Sewer, built in 1919, also serves Area 12. The West Side Trunk Sewer conveys flows to a siphon beneath the Iowa River to the East Side Trunk Sewer and the water pollution control plant. The siphon, constructed in 1935, includes two 14 -inch cast iron pipes. The siphon carries flows from Areas 10, 11 and 12. Sewers in Area 11 are primarily vitrified clay pipe with brick and precast concrete manholes. Sewer jointing materials include mortar, oakum and prefabricated materials. There are about 4.3 miles of sewers and 154 manholes in Area 11. Area 12 Service Area 12 includes approximately 300 acres. Most of the development in the area is residential, a part of which includes University Heights. Population in the area is estimated at 2,970. Area 12 is served primarily by a 12 -inch diameter trunk sewer which has been designated as the University Heights Trunk Sewer on Figure 5. The south part of Area 12 is served by an 8 -inch diameter sewer located in West Benton Street The sewer system in Area 12 is of vitrified clay pipe construction with brick and precast concrete manholes. There are about 6.3 miles of sewers and 158 manholes in Area 12. Sewer System Evaluation Survey Results of the sewer system evaluation survey to date, as they pertain to Service Areas 9, 10, 11 and 12, served by the corridor sewer system, are summarized in the following paragraphs. A detailed description of the results of the sewer system evaluation survey for all service areas will be included in the Analysis Report which will be submitted upon completion of all phases of the survey. The survey results for Areas 9, 10, 11 and 12 are summarized on Figures 5 through 7. The sewer system evaluation survey included the following studies in the four areas served by the corridor sewer system: Phase 1 - Preparatory Map Work - Mapping of storm and sanitary sewers has been completed in the four areas. 3-20 MICROrILw[n BY JORM MICR46LAB r OATI RAVIns • nrs MOInrS k M; LkUf I U4LU BY JORM 14 1 CROLAB • LLUPLH RPM AND )L; N ��t�l �I /v.^�'i `t,l - i '�• r jCORALViLLE / ' by ,I, i/_ ­ AREA 9 I -h AREA 20 L AREA 10E3 AREA 21 gV �F_ AREVI I ...... . Uwa I tL, IMF LIN ER IT,, —.,;A A I AREA LAP 11 v AREA 14 r J .. .... —'AREA 15 nr- •� �� • IIn, I \��\I-•fit. �Z I/ ,� ..may \ � `�� I'� AREA 19 � ,�.. �"`_•. i CORALYILLE � 1. \ h • .eu i- - oV __—'I(r.✓ f f \ ' r +•AREA 9 *71 t •, ui n iuu-'. d uuu °ueu.m AREA 20 f . I c +2....AREA 10� AREA 21 \ '� .-Ib•-•�• .+":.i J,AREAII1 �a r 'im - a �.�t—�, L I ... u -.- ..-UNI YEfl51T'( Itl �� �� mC zoo 7tll iiliiL1 ,._. c GHT9'. >'1 T" •j"-: � ➢01(m Ic n'r '[ - � t m•• AR AI 1 — IM �mAREA I AREA 13 art E (�1,IIn( I.I I•�.� ii��L JL -1 a. �a I lri ����F. ✓--- 1 i'...u- W mer c Ll R1 �qd t 4 (, ( i d{ _SIP' r q ' 7,e rFE f AREA)I4 ` 1 .I AREA �•�� .` � ..,REA 15 '� �� ✓''� /� �� __--� � � � � it /�I �`. J \ 1 J/ I _./—_ � �II ^•'��., )1i�4 anis. _ � .� � �I �-,, , - u � � j- iii'., �• .. i Ir , r l NI+11- `I _ sntE IN MY coo tcoo Ve0++8VB a KIMM 14,111"A 0n"""` 011 CI M11 !If[ Mtl ruvNI SM[0 EI TIME Clll 01 Ion CIH HltLi(lji ILM U BY JORM I.IICROLAb CLUAk kAPI )j AGU UL; ''Io.:r; t. 1\ AREA 17 x i I AREA 10 ' -'�`� AREA 16� 7 j \\\\ A �� J \` n unrr AREA 161,ff AREA'I6 AREA 19 1 � 1 urr ..... � •I6 n°r LE ' C AREA 9.._ tt,- •'- ,.,� � ^.�� m ( g 7tirli '1 P�BN * it AREA AREA 7 .AREA 10 AREA 5�.. 1 r AREA. I L7G7,. �_ °r1 IT, nrrinu r 1 • / t- !JJLO ULUJ� / _UNI VERS(T�'l�(i �� 1 �..... GRT3' fRAA I Tl(�• t _�I -�f1711 A I -,k+ �'� Ili i'.. L i 'ri+• 'i�: � ',�^ � r I I ' la, h I ._ /!a � � 1� L J tiX 1 r j' IT � 1,� 1 1 _ 1'-1 ! • ..:r.r.rr rr... I I Iii of h i L._ { / , ' -1 ' . • 311d � �[IIi�1H lin C, [ t ' t a., �, I L I 1 7 r t{ ^ _.r r r `I fF . r4 a Nu•r 11 \ 1l1 41 1 �tr.• I' r ,1 .i' .�, . 1 r r u.c u u '• ii r `tea+" F \ o � p J. Y r AREA 2 t • i' .I �`�\� F r -AREA 15�j� i L 1 AREA 4 1 ,I 6 S j III iiiirn°ri° s l� A Y 1 1 L�i.r .ur ........ r . % I J a; e AREA 22 1 \\ 1 - -_ _- r' j �`_ SERVICE AREA BOUNDARY MAJOR SANITARY SEWER 1 ^° EORCE MAIN I en >. l A Ie .41 If une, 68 ' AREA IGA AREA :1 _tl } ', •��J AREA 19 ..�-•• . _�.. � _ r _.�' I / - •eit.uu r ILLE ner I AREA 9 _ ` �� L + jj E -' ol. I. It l.'.ja �cU.�.'^n) i A AREA 7� '\ rl 1 .ir. r ra,�M1 11 I� 1 f�� `�: -- ���I� L" �����IaY� � 1 f' ��• ,: �.,` 1 I \ ! 1 \ y z 4 �`AflEA 10 - � •. ima � c_��__t,�: r � �� 1 � ` _.__-_ ___- _--,- ____ _--___ I•AREA 5I .�_._ j: .AREA I I T .j -'ti 1E v.n/ ur H,nr jl LIIf;I Y 11 (llQ IL�1i�17D M' 'rn r n r i RE.1'J r �-' (' 1 ,:•i .J ./ i' UNIVERSITicr+ 1, �I j I)�� �(P �' i u ',I •oCY•rr L} [[. i` D 1 r 1 / ���' �I , ill GIIT& 1f1�� I .,.�r 7mr �(• NI nl 1 i�1 A - �4 0 �. } j ( �.- > ��.. —� AR A I u !Sf' .Bfp rin l 2 i i s.� it 1 �1 I �.� 1 I la• 1' . rr I+ ARE��11� I J SA I Ea�. .(1 D S [tj A fI•L `N lt g{� �(W ��1� IIT n ' lf•:rl F F' D. �n r ��+ I�r, l=a�v`�u r it 2:1 1 e 11 1: inut mr zia 't, •/��. . SIR LT" , su.u.eiu� a l\ (� i�l�„�(�j Ir• r U -I �r .__ II :}•.: \ \� \ un nou I .i, , 1 `��i n Jf•�l l J. 1 I. v AREAO REA 14 rin. urs u / AREA 2 i �( l •I APEA4 i I / I • � Ir � m - � - 1 ; �; \ • r.frrr....r rr.rt. , �r � >�% It u ri ui nn,u •�\ 1 -� - II [6J\\ AREA 22 I �'�/l / I \ I •�1\ j 21A SERVICE AREA BOUNDARY •� I. i, MAJOR SANITARY SEWER FORCE MAIN s. KEY MANHOLE r .• i 11 I , MAJOR SEWERS a SERVICE AREAS IOWA CITY, IOWA FIGURE 4 MiUIKUi:L1LU BY JORM MICROLAB CLDAR RAPIUi ANU JL Phase 2 - Footing Drain Tile Testing and Civic Survey - Estimates from the Civic Survey indicate that there are about 485 houses with footing drains connected to the sanitary sewers in the areas served by the corridor sewer system. This is approximately 35% of the 1,386 single-family dwellings located in the four areas. Footing drain tile testing of three single-family dwellings located in Iowa City and two dwellings located in Ankeny, Iowa, indicate that footing drain flows are variable, depending on type of soils, slope of ground and length of footing tile. These studies indicate that initial peak flows in the footing drains are inflow -related, varying from 2 to 36 gpm, and that extended flows are infiltration -related, varying from 0.5 to 3.5 gpm. Estimates of total flow contributions from footing drains used for sewer sizing in this report are based on peak hourly flows of 7 gpm per footing drain connection. This is greater than the 4 gpm used in the Infiltration/Inflow Analysis Report. I Phase 3 - Flow Monitoring - There were three groundwater monitoring wells constructed in Areas 9 and 10. Continuous flow monitoring meters were "1 installed at two key manhole locations and night flow measurements were ._; conducted at seven manhole locations in the areas served by the corridor sewer system. Night flow measurements, groundwater readings and flow meter readings were obtained from June through November, 1977. The flow measurements were significantly affected by rains in the last three months of the period. Night flows indicated only minor infiltration. Flows taken during rainfall indicated a significant inflow problem exists. Groundwater measurements indicated only minor changes in groundwater levels. Phase 4 - Physical Survey - The physical survey included inspection of both the East and West Side Trunk Sewers and certain segments of lateral sewers. The sewers were lamped except for sections flowing full or surcharged. _ The physical survey indicates that the East and West Side Trunk Sewers are in poor condition. Both sewers have deposits of debris, including sand, bricks, tar, cement, grease and solids. In certain segments of the sewers, the debris has accumulated to half the depth of the pipe. Previous physical inspection of the trunk sewers by the City has indicated misalignment and collapsed sections of pipe. Manhole conditions vary from poor to good. A number of manholes have deteriorated or have missing steps. Many of the manholes have perforated covers. A bypass was found on the West Side Trunk Sewer discharging to the Iowa River. The East and West Side Trunk Sewers surcharge. Phase 5 - Smoke Testing - Smoke testing was conducted in all reaches of the sewers except those segments located in hospital areas, where smoke testing is restricted. In these areas, dye water testing was performed in lieu of smoke testing. A number of catch basins and downspout connections to the sanitary sewers were located, primarily in the University area. In addition, perforated covers and leaky manholes were identified. 3-21 I4ICROIILIILD BY DORM MICR+LA9 CfOMi ImFOW, . 115 r4O1Nf� MilatUrTLMLO by JORM MICRULAb LEUAk kA'IU�) A[IU ULA Aiv :lL=, Phase 6 D e Water Flooding - Dye water flooding was performed on selected re segments of those sewersrm About 36%aofalocated vicinity sewethe setups indicated transference of cross sanitary sewers. storm water to the sanitary Phase 7 Interim Report - An interim report was submitted to the City and a enc�es recommending televising of certain reaches of the East regulatory 9 ort was submitted in sewer system evaluation studies to date, and West Side Trunk Sewers. A second interim re January, 1978, summarizing and cleaning and televising where p Additional dye water flooding sewers occurred has been dye water transference from storm to sanitary recommended. - It was originally Phases 8 and 9 - Pre arator Cleanin and 7elevisin planned to clean and televise portions of the East and West to by Side Trunk Sewers to justify their replacement. This work was deteragremined thatthecost regulatory agencies. However, it was subsequently for cleaning and televising the sewers would be prohibitive. The high cost is due to the surcharged condition of the eed tsewhat sewers, ml these sewesalirsmneedent anotdber�s in the sewers. EPA has recently ewerePlacement must be on criteria other than the televised. justification f or results of televising theStudies to date indicate the following sources and quantities of infiltration/ inflow in the areas served by the corridor sewer system. 'nmd* r 'J Id ICROFILMED BY JORM MICR¢LAB CEOAR RArIpS .PCS 14015Et Infiltration/InA�ea 11 Area 12 Area 9 Area 10 Source Inflow 8.631 0.017 2.580 1.214 --- 0.143 Downspouts 12.071 --0.470 0.470 Catch Basins 0.795 0.546 --- Manhole Covers 0,001 0.007 0.004 0,001 Leaky Manhole Walls 0,053 0.021 Other 0.181 1,764 Infiltration 1.320 1.620 0.192 0.108 Footing Drain Tile 0,624 0.304 Sewer Infiltration** 6 0.4687 2 0.249 ^' lOw4, Residual Infiltration/In TOTALS* 2.170 25.665 0.200 2.715 2.735 M *For a theoretical 5 -year storm event. Analysis Report. **Established in Infiltration/Inflow ***10% of identified infiltration/inflow. 3-22 Id ICROFILMED BY JORM MICR¢LAB CEOAR RArIpS .PCS 14015Et MiLkoi IL-0LU BY JORM 141CROLAB LLUAR RAPIUS AND oLU :•lu��c:, -:• Principal sources of inflow include catch basins and downspout connections of University buildings to the sanitary sewers, either as direct connections or as a part of a combined sewer system discharging to sanitary sewers. Most of the catch basin connections to sewers are located in the University area. Other inflow sources include manhole covers and leaky manhole walls. Principal infiltration sources are footing drain tile connections to the sanitary sewers. Footing drain tile studies to date indicate that during a rainfall, initial flows are inflow related, which reach a peak about one-half to one hour after the rainfall. Subsequent flows are infiltration related which continue several hours after the rainfall has subsided. The infiltration/inflow quantities in the tabulation on Page 3-22 include an estimate of 10% flow contribution from residual infiltration/inflow sources _i on the sewer system. This estimate represents infiltration/inflow sources that could not be identified during the course of the study and therefore cannot be removed from the sewer system. 7 WASTEWATER TREATMENT FACILITIES 1 i J Five wastewater treatment facilities are located in the study area. These include the main water pollution control plant, the MRC lagoon, the Highlander lagoon, the Johnson County Home lagoon and the Sunrise Mobile Home Park lagoon. The MRC lagoon serves the Westinghouse Learning Corporation, MRC complex located on the west side of Highway 1, north of Interstate 80. The MRC lagoon and outfall sewer are owned and operated by the City of Iowa City. The Highlander lagoon serves the Highlander Inn and Supper Club complex and the nearby DX service station. The Highlander is located on the east side of Highway 1, north of Interstate 80. The Highlander lagoon is owned and operated by the Highlander Corporation. The main water pollution control plant serves all of the developed areas in the study area except for small unsewered areas in the north part of Iowa City, and the facilities served by the MRC, Highlander, Johnson County Home and Sunrise Mobile Home Park lagoons. The water pollution control plant is located south of the central business district at 1000 South Clinton Street. Water Pollution Control Plant The water pollution control plant is a trickling filter -separate sludge digestion type plant. A schematic drawing of the plant is shown on Figure 8. A description of the plant is included in the Infiltration/Inflow Analysis Report and will not be repeated in this report. The plant is described on Pages 57 through 62 of the Infiltration/Inflow Analysis Report. 3-23 wtcaoraM[o By ' JORM MICR+LAB CdnAP PhlllnS • Pr$ immrff NiiLiwi ILi LD BY JORM MICROLAb CEDAR RAP IUS AND UL: :'IQ;:IL:. •,�^" The water pollution control plant was designed for a population of 65,000 persons, based on requirements at the time of design. The design average flow is 8.0 mgd. The design peak flow is 16.0 mgd. The plant is designed to treat 11,000 pounds of BODS and 13,000 pounds of suspended solids per day. Peak flows received at the plant during wet weather exceed the plant design flow of 16.0 mgd. The peak wet weather flows in excess of plant design are bypassed to the river without treatment. The water pollution control plant effluent is sampled at regular intervals and analyzed in the laboratory for various parameters. The sampling and laboratory testing determine plant efficiency and the quality of the effluent discharged to the river. The laboratory analyses and plant flow data are reported to IDEQ on a monthly basis. For this study, the monthly reports have been reviewed for the period January, 1970, through June, 1976. Two 24-hour composite samplings were conducted at the treatment plant on July 10 and 16, 1975, to check the data reported on the monthly operation reports. The results confirmed that the monthly report data is valid. i Table 1 includes descriptions and sizes of the units at the treatment plant. Table 2 shows a comparison of plant loadings on July 16, 1976, with the design loadings. M 3-24 MICROFILMED BY JORM MICR#LAE (lTAR Ii.1Rlpti Dr$ I-0OIDF.S I . t A i h1 i L.i iLi4 Y JO 1.410 IB P :UAR Nlu_ .0 Ut IV,:,) COUNTRY CLUB ` IYEST PARK P A RIL m VETERANS HOSPITAL HEMIO RO OEFNPYC N � II UNIV. HOSPITAL _ p I - O Al 0 PRA DR RIYE ASIDE C t\\ PL UC R A PARK CL � NYA1 [ AV M�S. A IYEAS IOIY[AS 10 ^ �P �_.�.-.-moi_•..-r•"�.s O(L' l�•ooO � o�e.cnrl. n.•nu m l n rr." C ❑ .gal r, e. noan ^n .eal .... nmr.: uu. nu J ; .I.Ipnrn u.,,l nrlrl � A Oe.o w" �ve., ^r.elp onr. ^u. fI .... :� mono. Ia uM. Ini. r. rrq. Y..I•I _ry1L tIII TI :I. ra..o.le m ..... rl .nw I L;rl I. .<vll w � IVC. Op II IUIP` SAMUEL 0 .J PLANT 1 AT Nm uw:.oml !NIA OR 1 : . : r II I.I 1111.I I. NE CI. i1 cAROA 1xE OR �U =U ST JOSEPH CEMETE OAKLAND CEMETERY I NA S I. fE=1 =5 =EC N01 C n �- s '. LONGPELLOA R I Q'0 SCHOOL YM A —�_ Fl= LLA prat PAD I�nnn� AREA 9 SEWER SYSTEM EVALUATION SURVEY ]�nII IOWA CITY, IOWA .-a11 f IIGUPL IERRILL MILL PARA .aurt :u / r um no l�'IlI : IIEm °I RAS AREA 9 CITY PARA II^II LI 'NOR nota: TN DUBUQUE .� .J PLANT 1 AT Nm uw:.oml !NIA OR 1 : . : r II I.I 1111.I I. NE CI. i1 cAROA 1xE OR �U =U ST JOSEPH CEMETE OAKLAND CEMETERY I NA S I. fE=1 =5 =EC N01 C n �- s '. LONGPELLOA R I Q'0 SCHOOL YM A —�_ Fl= LLA prat PAD I�nnn� AREA 9 SEWER SYSTEM EVALUATION SURVEY ]�nII IOWA CITY, IOWA .-a11 f IIGUPL MiwtUF-ILI'EU BY JURM MICRULAb CEDAR RAPIDS AND OL' (I�ilu, .ry I•IiI,I(Uf ILi'ILU BY JORM ICICRULAB • LLUAR RAPIn A14) uL:. i f. "EST/PARK „ cnr PARA I n NORTH DUBUQUE VAP E w r, Faye a am AIL u i G f //%i PARA RD. 16 / BROFN SI u' m R VE 51. � � 9' Im u ` Boa ` nI n m ui uo • �/ � C� C� C� C� MCIFA S V Iu v \\��_ �%//�/ n , `?u♦ a °' w "' :Wf AN . '� � �_--� � �i •? `<x u „ ,u o_ a Ti n' � � ,. hl/ u �. (1 J9 z u u' RIYER Si. n ' _ I. DLLL 51- „ m r r � 01 roxe-1 � 1 1 O S RInfR SPr °i r„ I NYCHMIY ° C.R 6 1 C. RR. ' 1° 1're ur 1f '`" I 51 C 6 N J C r„ ax. l ERCT III OST. e ARFE S O C VETERANS HOSPI IAL AREA 10 I n = It,ri r _� los io�A��/ lu l0 L L rau nor ' n cq/ t p u. r'I n r FMCD RO 6CNP(C //ggg / OLD CAPITOL MAA E C Bq r UNIV. HOSPITAL CAMPUS ❑ I j ,I� D� � C� I C , ru II II �E�a C NO A, E .. I URLI FON -1FIT I G PL 1 , z COAPORhT LIMITS '^ ME _ �N\V \x♦. un IIAARI 0 0 ¢ P a as a W i' RIVERSIDE C ROSEA AVE. � '^ DCA � 8 OAL D P RA OR PA[N1 S SI 1 :AL 0 F PARA HIGHLAND OR I MYRILE AVE \ I In nn MR 011 IP� nn�l----I ISI, r 1 L i NA ITA E " �» RIVERSID W DMEN I \ AREA 10 d a� SEWER SYSTEM EVALUATION SURVEY 'a OAACR S S �� i IOWA CITY, IOWA 'in ..rO1.n ��o� - °p ROOSEVELT n in %� I x nn �� FIGURE e MICROFILMED BY .IORM MICR46LAB MAP P,AP!9° • DFS MINTS MiLtWi 10 -ILL) BY JORM MICROLAB GLOAk RAPIDS AND A` UNIVERSITY GOLF COURSE IN EA 13 I•liu<Ui iLPILu BY JONM talCkOLNu NRU UL I , I nlnl pi N 1� 111 p CIR OR i F AREA 12 1 ST. VETERANS HOSPITAL UNIV. HOSPITAL n n ,1 , JA II OLD CAPITOL CAMPUS a 0 O uuuu NARRI 0 Ili u u II �\ II r nuuu TIM-' AI 1 ro uu a 1 OR RIVERSIDE C OE C 1 \ PRENP S 0 h PARA CI. 1 \ IAICRDf ILMED BY JORM MICR<.6LAB 71 DAP N.1r!'IS - '1(' ?dDl'llf5 nx-P YYRRf AVE I. Y �� �I In I AA GN -I S. '.rltgl IIS Ilr '1 1 I15ts 'i�llol RIVERS Io I . SI I1�I�i el „ u PLANT U LI Wk uw uw I 0 BY.pRf RR ERNEST S1. II• IfRFRY AREA 1 I, 12, 13 SEWER SYSTEM EVALUATION SURVEY IOWA CITY, IOWA FIGURE Y Mlw(Oi'101LU BY JORM MICROLAB UDAk RAPlUS AND OLS >lb'.��-, �• IOWA CITY, IOWA FACILITY PLAN - PART 3 TABLE 1 - WATER POLLUTION CONTROL PLANT UNIT DATA Unit Sewage Pumps Primary Clarifiers Trickling Filters Final Clarifiers Primary Digesters Secondary Digester Sludge Beds Sludge Lagoons TDH - Total Dynamic Head SWD - Side Water Depth SF - Square Feet CF - Cubic Feet Description 1-3 mgd @ 40' TDH, 40 HP 1-5 mgd @ 40' TDH, 50 HP 2-8 mgd @ 40' TDH, 75 HP 2-45' Dia., 10;' SWD 1-75' Dia., lOz' SWD Area = 7,600 SF Volume = 597,000 gallons 4-140' Dia., 7' Rock Area = 61,400 SF Volume = 430,000 CF 1-60' Dia., A' SWD 1-75' Dia., A' SWD Area = 7,250 SF Volume = 407,000 gallons 1-40' Dia., 26' SWD 1-60' Dia., 25' SWD Volume = 100,500 CF 1-70' Dia., 24' SWD Volume = 96,200 CF 12-40'x50' Area = 24,000 SF 6 Lagoons Area = 126,000 SF Volume = 504,000 CF 3-25 MICRUILMED BY 1 JORM MICR LAB CFPAR P.APIPS PFS IdOINCS 011 ,tWl ILMLU BY JORM MICROLAB LLDAR RAPIUb AND ULS 'r!Ui:'u, IOWA CITY, IOWA FACILITY PLAN - PART 3 TABLE 2 - WATER POLLUTION CONTROL PLANT UNIT LOADINGS Unit Loadings July 16, 1975 Primary Clarifiers SSR -871 gals./SF/day Detention Time - 2.16 hours Small Clarifiers WOR -6,600 gals./ft./day Large Clarifier WOR -7,500 gals./ft./day Trickling Filters 11.55 lbs. BOD/1,000 CF 123 gals./SF/day Final Clarifiers SSR -1,039 gals./SF/day i Detention Time - 1.30 hours WOR -10,436 gals./ft./day Digesters Primary 58.78 lbs. Volatile Solids/ 1,000 CF Detention Time - 42 days Secondary Detention Time - 40 days SSR - Surface Settling Rate WOR - Weir Overflow Rate SF - Square Feet CF - Cubic Feet 3-26 S• `�" 141CROFILI4CD BY JORM MICR+LAB CEDAR. PANIDS DF5 MOINFS Design Loadings SSR -1,052 gals./SF/day Detention Time - 1.79 hours WOR -9,100 gals./ft./day WOR -8,000 gals./ft./day 17.40 lbs. BOD/1,000 CF 130 gals./SF/day SSR -1,103 gals./SF/day Detention Time - 1.22 hours WOR -11,080 gals./ft./day 81.49 lbs. Volatile Solids/ 1,000 CF Detention Time - 28 days Detention Time - 27 days i Mil.kUi ILMLU BY JORM MICROLAB LEUAk RAPIDS AND UL:, AU.: tL., •�� Detailed information, tabulations and discussion is included in the Infiltration/Inflow Analysis Report relative to plant performance and operating conditions. The material is, on Pages 66 through 76 of that report. The following tables relative to plant performance and other data are in the Infiltration/Inflow Analysis Report: Table Page No. No. Title 13 67 Water Pollution Control Plant BOD 14 68 Water Pollution Control Plant Sus4nded Solids 15 69 Water Pollution Control Plant Ammonia Nitrogen 16 70 Procter & Gamble Ammonia Nitrogen 17 71 Water Pollution Control Plant Nitrogens and Fecal Coliform Composite Data 18 72 Water Pollution Control Plant Alkalinity and pH 19 73 Water Pollution Control Plant Alkalinity Available j vs. Alkalinity Required 20 74 Water Pollution Control Plant Temperature 21 76 Water Pollution Control Plant Wastewater Sludge The existing water pollution control plant does not now produce an effluent of the quality required by the NPDES and state operation permits. Water pollution control facilities adequate to meet the effluent limitations will be required. The required pollution control facilities will have to include itertiary treatment. The facilities will have to be designed to minimize temperature loss to insure that the conversion of ammonia nitrogen to nitrate nitrogen occurs. A comparison of effluent limitations, set forth in the NPDES and state operation permits for compliance by July 1, 1979, to actual plant performance for the first six months of 1976, is as follows: - Effluent Limitations Existing Plant Effluent (mg/1) (m9/1) Daily Daily Daily Daily - Wastewater Parameter Average Maximum Average Maximum Biochemical Oxygen Demand (BODS) 18 27 25 50 Suspended Solids 25 40 36.5 98 Ammonia Nitrogen as N 7 12 18.3 38 Fecal Coliform Organisms Disinfection Facilities Required 3-27 `Y` Y RICROFILMED BY JORM MICR6LAB C@AR PAPIM • 1[5 MOINES M• LIUH LMLO BY JORM MICROLAB LEUA,i RAVIui AND ULL Planning and financing of sewerage system improvements and the operation and maintenance of the water pollution control plant and sewer system are the responsibility of the City Council. The water pollution control plant and — sewer system maintenance program are operated by the Department of Public Works. The treatment plant and the sewer system are maintained by a work force of 15 persons under the administrative supervision of the Wastewater Superintendent. The following types of personnel are involved in the operation and maintenance of the Iowa City sewerage system: No. of Personnel Title 1 Wastewater Superintendent 1 Assistant Wastewater Superintendent 1 Laboratory Technician ^, 1* Senior Treatment Plant Operator ;.,; 4 Treatment Plant Operator I 1** Maintenance Worker III (Plant) 3 Maintenance Worker II (Plant) 1 Senior Maintenance Workers (Sewers) 1 Maintenance Worker III (Sewers) n :' 2 Maintenance Worker II (Sewers) *Position Vacant. r, **Two people currently assigned to this classification. An organization chart of the work force is shown on Figure 9. A description of the duties, education and experience requirements for each job classification are included in Appendix E of this report. A summary of the job qualifications of existing personnel is shown in Table 3. M. 3-28 141CROFILMED BY JORM MICR+LAB CEDAR RAPID$ • DES MOINES I.1ICROFlLME0 BY JORM MICROLAB CEOAk RAP M AND JEL ;toalL., .J" I Iglnl tl nl 1 i it Illlll 4. 1 Illlll N. 1 IINI - I GILL[lIN YI tl 111111 1 M1I N11 1101. 1111 NI 11 NIS MMM 1111 II IIIN {llllllll ' tll 11 tl 111111 Ill tl plill M1nlll �_.} tll Illlll 111111 N111 t1�N Xl ' t MM. XI '�1 111111 N. 1 1l 1111 N.1 1}11 MIIII 1111111 num nnlnn 1 _^ 1M4111tW : 11!111111 MM Illlll 1111 nano I [X1114 INTI i 11111/111 {111 //^\\ 1111111 nlllll X11111 / 1 `- I 1 IINIIII NNIIII / \ 11111 II M1[N11 111 EXISTING WATER POLLUTION CONTROL PLANT IOWA CITY, IOWA FIGURE 8 I MICROFILMED BY .I JORM MICR¢LAB [FGAR RANM 1 PF.S MOINES I•iiLl(UFILMLO by JORM MICROLAB CLOAR RAPIO�) AND UL`, :101:,L -t, 'JI -I1 IOWA CITY, IOWA FACILITY PLAN - PART 3 TABLE 3 - WATER POLLUTION CONTROL DIVISION PERSONNEL CERTIFICATION AND EXPERIENCE Plant Operator's Personnel Certificate I (Grade) Wastewater Superintendent IV --• Assistant Wastewater Superintendent IV Laboratory Technician -- Senior Treatment Plant Operator* -- - Treatment Plant Operator I -- Treatment Plant Operator I II Treatment Plant Operator I I Treatment Plant Operator I II Maintenance Worker III (Plant) II -- Maintenance Worker III (Plant) II Maintenance Worker II (Plant) III Maintenance Worker II (Plant) I Maintenance Worker II (Plant)* -- Senior Maintenance Worker (Sewer System) II �iMaintenance Worker III (Sewer System) -- -% Maintenance Worker II (Sewer System) -- Maintenance Worker II (Sewer System) -- *Positions Vacant. 3-29 RICROFILIIED BY JORM MICR+LA6 CFDAP PAPIDS • DF_S MOVIES Experience (Years) 23 12 1 25 17 6 4 4 17 4 1 20 20 7 4 Ial�,RuiiLMLU BY JORM MICRULAB LEDAR RAP [US AiIU Ju 1U. IL jl.:. Operation and maintenance of the water pollution control plant is satisfactory but the plant does not have the capabilities to meet the requirements of the permits. The wastewater sampling program includes making 24-hour composite samples of raw wastewater, primary clarifier effluent, trickling filter effluent and final effluent. The sampling and testing program includes the following: _ 1. Composite samples are collected on alternate days for BODS, settleable solids, pH, total solids, volatile total solids, suspended solids and _ volatile suspended solids testing. 2. Grab samples of raw wastewater and final effluent are collected daily for testing for ammonia nitrogen, pH, settleable solids, temperature and dissolved oxygen. 3. Daily samples of raw sludge are collected for percent solids, percent volatile solids and pH testing. 4. Digester contents are tested daily for pH, volatile acids, alkalinity and temperature. " 5. Digested sludge is tested at the time it is discharged to the drying beds for percent total solids and percent volatile solids. 6. Testing for fecal coliform, grease and COD is conducted twice each month. The minimum sampling and laboratory testing required by IDEQ is set forth in the operation permit for the Iowa City water pollution control plant. The operation permit is included in Appendix A. The current sampling and testing program meets all of the minimum requirements of the state permit. The sampling and testing results are submitted monthly to IDEQ. The laboratory is located in the administration building at the water pollution control plant. The administration building is inadequate for the operation, administration and testing programs. The building, originally constructed in 1935 with an addition in 1970, is too small to house control equipment and provide facilities for administrative offices and the testing laboratory. The laboratory is equipped to meet the minimum sampling and testing requirements of IDEQ. The plant is operated 24 hours a day by three crews, with each crew working an 8 -hour day. The Department of Public Works also maintains the sewer system in Iowa City and University Heights. Sewer system maintenance in University Heights is by contract. The University of Iowa maintains its sewer system and contracts with Iowa City for special services. 3-30 MICROFILM By JORM MICR#LAB frOAR PAVIn' • ^(S b10I11CS h11iRUFiLi4LU BY JORM MICROLAU LEUAR RAP1uS AND L)LS :'IU� IL:', .J"" CITY COUNCIL MICROFILMED DY 1 JORM MICR+LAB Cf DAR RAPIDS • 0E5 14011415 CITY MANAGER -i I I -- DIRECTOR OF PUBLIC WORKS i J WASTEWATER SUPERINTENDENT I ASSISTANT WASTEWATER I y� SUPERINTENDENT (1) PLANT LIFT STATIONS LABORATORY SEWER SYSTEM SA. TREATMENT PLANT MAINTENANCE WORKER III LABORATORY TECHNICIAN SR, MAINTENANCE WORKER OPERATOR (I) MAINTENANCE WORKER III TREATMENT PLANT (I) OPERATOR (4) i i MAINTENANCE WORKER 11 MAINTENANCE WORKER II (1) '(1) (3) *POSITION VACANT (1) NUMBER OF POSITIONS ORGANIZATION CHART EXISTING WATER POLLUTION CONTROL PLANT IOWA CITY, IOWA FIGURE 9 MICROFILMED DY 1 JORM MICR+LAB Cf DAR RAPIDS • 0E5 14011415 HiukUF lLMLU BY JORM 1.1ICROLAB LLUAr kAelus Ahu uL'� Prior to 1975, Iowa City did not keep records of its sewer system maintenance program. Maintenance and cleaning of the sewers was based primarily on response to complaints and requests to, the Department of Public Works. Since April, 1975, a record of the sewer maintenance program has been established. This program also includes records on maintenance of storm sewers. About 69% of the time spent on the sewer program includes routine maintenance and 31% is in response to complaints and requests. A summary of the time spent on various phases of the sewer maintenance program is as follows: _. Man-hours Item M Sewer Inspection 55.6 Sewer Cleaning 11.3 Sewer Repairs 25.1 Catch Basin Repairs 1.0 Equipment Maintenance 3.9 Miscellaneous 3.1 -- 100.0 The major lift stations are inspected five times per week; minor lift stations are inspected three times per week. Maintenance work is performed at the time of inspection. It is recommended that the City initiate a systematic maintenance program of the sanitary sewer system where, over a 5 -year period or less, all the sewers on the system are inspected and, where necessary, cleaned and repaired. Other Treatment Facilities There are three wastewater lagoons within Iowa City and one lagoon located just outside the southeast City limits. These lagoons provide wastewater treatment for the following uses: Johnson County Home Highlander Inn & Supper Club Complex Westinghouse Measurement Research Center Sunrise Mobile Home Park A discussion of these lagoons is included in the paragraphs that follow. 3-31 MicnorM.MED By JORM MICR6LAB ff DAP PAPP • DFMOVIES (•1i LlWi iLi'1LU BY JURM 1.11CROLAB L'LUAIt kAPlu) AIIU JLj Johnson County Home - The discharge from the lagoon serving the Johnson County Home is to Clear Creek. The lagoon was designed for a flow of 11,200 gallons per day, a BOD5 loading of 19 pounds, ,and a population equivalent of 114 persons. The lagoon includes one cell with an area of 1.02 acres and operates between a minimum depth of two feet and a maximum depth of five feet. The home now has about 95 residents and 37 employees. It is estimated that the lagoon is loaded at about 18 pounds of BOD5 at the present time. Design loading of the lagoon is not being exceeded. In the future, the lagoon should be abandoned and the home connected to the Iowa City sewer system. Since the home is located a considerable distance from existing sewers, abandonment of the lagoon is not feasible in the immediate future. Section 2 of the Facility Plan will explore long range plans to serve the west part of the City, including the County Home site. The County presently does not have an NPDES or state operating permit for the lagoon. These permits should be acquired. The County now owns and operates the lagoon and this arrangement should continue in the immediate future. Highlander Lagoon - The discharge from the lagoon serving the Highlander complex is to Rapid Creek. The lagoon was designed for a flow of 14,585 gallons per day and a BOD5 loading of 42 pounds. The lagoon contains two cells. The cells are 1.4 and 0.7 acres in size and can be operated in series or parallel. Water use records for the Highlander complex show average daily water use at about 22,000 gallons per day. The BOD5 load on the lagoon is estimated at 100 pounds per day, based on data obtained from a similar installation. The lagoon should either be expanded or the wastes discharged to the Iowa City sanitary sewer system. The state operating permit for this facility limits the effluent to an average content of 30 mg/l of BOD5 and 50 mg/l of suspended solids. Maximum limits are 45 mg/l of BOD5 and 75 mg/l of suspended solids. The lagoon effluent was sampled on July 10, 1975, and contained 50 mg/l of BOD5 and 44 mg/l of suspended solids. The sampling was repeated on July 16, 1975, and the effluent contained 35 mg/1 of B005 and 52 mg/l of suspended solids. The BOD5 and suspended solids limits in the permit were being exceeded. In the future, the Highlander Complex can be served by an extension to the corridor sewer system. This sewer system extension will be discussed in detail in Section 2 of the Facility Plan. The Highlander Corporation owns and operates the lagoon and this arrangement should continue in the immediate future. 3-32 MICROFILICCO BY 1 DORM MICR6LAB ffflr,lt PANV,, P(t I401N1S t41LRUr!L14LU BY JORM I•IICROLAb LLUAk RAPluS AND ULA ,IU;;,L Westinghouse Lagoon - The Westinghouse lagoon is owned and operated by the City of Iowa City. The discharge from the lagoon is to Rapid Creek. There has been no discharge from the lagoon due to leakage and evaporation exceeding inflow. The lagoon was designed for a flow of 5,250 gallons per day and a B005 loading of 17.5 pounds per day. The lagoon has two cells. - The cells can be operated in series or parallel. Water use records for the Westinghouse Center indicate average daily water use of 9,000 gallons. It is estimated that the BODS loading on the lagoon is about 26 pounds per day. Design loadings on the lagoon are being exceeded. The lagoon should either be enlarged or the wastes discharged to the Iowa City sanitary sewer system. The NPDES permit for this facility limits the effluent to an average content of 30 mg/l BODS and 50 mg/l of suspended solids. Maximum limits are 45 mg/l of BODS and 75 mg/l of suspended solids. Samples were collected July 10, 1975, from the lagoon at the point where discharge would normally occur. I - The BODS was 30 mg/l and the suspended solids 70 mg/1. i The sampling was repeated on July 16, 1975, and the BODS was 30 mg/l and the suspended solids 64 mg/1. The suspended solids content of the lagoon was near the maximum limit allowed in the permit on both dates. In the future, the Westinghouse Center, along with the Highlander Complex, can be served by extensions to the corridor sewer system. I Sunrise Mobile Home Park Lagoon - Limited data is available on the Sunrise Mobile Home Park lagoon. IDEQ records indicate that the lagoon was designed to serve 126 spaces. The mobile home park and lagoon are located just outside the southeast City limits. Recent inspections indicate there are 126 spaces in the park with 110 spaces occupied. The lagoon appears adequate for the immediate future. The lagoon is located in the Snyder Creek watershed. The lagoon is owned and operated by private interests and this arrangement should continue in the immediate future. 3-33 MICROFILIIED DY JORM MICR+LAB MAP PAPI�c n(S MOMB MiukOi-ILAO BY JORM MICROLAB PLANNING LLUAk RAVIu; AND �i ' =-. •,^" PART 4 - FUTURE SITUATION The Iowa City Comprehensive Land Use Plan was adopted in May, 1978. Updating of the plan has included a Comprehensive Park and Recreation Plan prepared and adopted in 1965 as an element of the Comprehensive Plan. The Park Plan was revised and updated again in 1970. The Johnson County Regional Planning Commission adopted a long-range land use plan for the Iowa City metropolitan area in 1974. Also in 1974, the Iowa City Department of Community Development initiated studies that have resulted in the revised comprehensive land use plan. The Iowa River Corridor Study was prepared and submitted to the Iowa City Riverfront Commission in 1975 and 1976. This study includes detailed inventory, survey and analysis data of the river corridor from the Coralville -` Dam to approximately one mile south of the City limits. The study also includes a riverfront plan for the maintenance and development of the river corridor. I Land use regulation in the study area is controlled by zoning and subdivision j ordinances of Iowa City, University Heights and Johnson County. Iowa City has adopted a floodplain management ordinance to regulate and control -' construction within the floodplain of the Iowa River and its tributaries, and to comply with federal guidelines regarding the Flood Disaster Protection Act of 1973. For purposes of this study, a planning period of 20 years has been used for the design of the water pollution control plant facilities and a planning period of 50 years for the design of sanitary sewer system improvements. Population, land use and waste load projections discussed in this part of the report include both the 20 -year (year 2000) and the 50 -year (year 2030) planning periods. DEMOGRAPHIC AND ECONOMIC PROJECTIONS A number of population studies have been prepared for the Iowa City study area in recent years. A recent study and report, "Iowa City Plan: Report on Population," was prepared by the Planning Division of the City's Department of Community Development. The report estimates the 1976 population of Iowa City, including the University, at 48,190. Assuming a current population of 1,180 in University Heights, the total population served by the Iowa City sewerage system is estimated at 49,370. The projections presented in the population report were developed from a composite of 4-1 I11CROrILMED By DORM MICRmLAB CrDAR PAP19' I1F5 !101tlfs W i I41 ifUFILA U BY JORM MICROLAB CEDAR RAPIDS AUU uL� !U.;,L_, " three forecasting techniques, as follows: 1. Natural Increase with Out -Migration. 2. Labor Force Participation. 3. Straight -Line Projection. Results of the above three methods used to estimate population for the years 2000 and 2030 are summarized, as follows: Year Method 2000 2030 Natural Increase with Out -Migration 49,637 51,894 Labor Force Participation 74,443 102,016 Straight -Line Projection 55,744 59,744 Mean* 60,132 70,855 Standard Deviation 9,637 20,613 + One Standard Deviation 50,495-69,769 50,242-91,468 *Weighted mean based upon indifference rating assigned to the three forecast �Y ` methods. Based upon the above data, the mean values were selected as the estimated population for the years 2000 and 2030. The high and low estimates for these years represent the standard deviation from the mean values. The report indicates a 68% level of confidence that the population will fall between ! the high and low estimates. Figure 10 is a population graph showing past trends and the future estimates �! discussed in the preceding paragraph. For purposes of this report, the :» estimates have been rounded to the following figures for design of facilities: I � Year Population •y 1976 49,400 " 2000 60,100 2030 70,900 4 , ' The future economy of Iowa City, as in the past, will be dependent primarily .. on the University of Iowa and related industries. Growth and expansion of other industry in recent years has been moderate. Since 1972, two new 4-2 MIMI IWED BY JORM MICR+LAB CPAR RAPI95 • IFS FIDRICS -- Veenstra & Klmm tn7iners 8 Planner • LEDAH HAv10 ANU uL lulu IJIV IJYY IVVV .... ---- Y E A R ULATION PROJECTIONS IOWA CITY, IOWA FIGURE IC 1• ,�° i 141CROFIL14ED 6Y 1 JORM MICR�LAE3 CFDAR RAPIDS • nF5 NDINFS 10,055 1000, oddle tment Ot Community Oevoopment F� tVS ,re 48,925 41,355 10 00, 00000 27,216 22,000 20,520 Q m I,I01 1,500 IGHTS .�� noon loin vnon 7n31 lulu IJIV IJYY IVVV .... ---- Y E A R ULATION PROJECTIONS IOWA CITY, IOWA FIGURE IC 1• ,�° i 141CROFIL14ED 6Y 1 JORM MICR�LAE3 CFDAR RAPIDS • nF5 NDINFS I.1iL,(Oi ILN-0 G BY JORM MICROLAB LLUAR RAPLuz, AFu) ✓L. '!L•+L industries (Protein Blenders, Inc. and the Thomas and Betts Corporation) have located in the City. Two existing industries (Procter & Gamble Manufacturing Company and Owens Brush Company) have expanded facilities. Recently, it was announced that Oscar Mayer & Co. will open a plant in mid 1980 for the manufacture of dry process sausages. The plant will employ about 60 persons initially. Procter & Gamble Manufacturing Company is now planning on expansion. The non lesser sector of the Iowa City economy, including retail trade, services and, to a lesser extent, wholesalers have realized a significant growth in new establishments, sales and employment over the last several years. This has been due primarily to an expanding trade area and retail and service activities generated by growth of the University. It is probable that this trend will continue in the future. In a recent memorandum, an economic consultant has recommended that the City take a more active role in encouraging industry to locate in the community. j The consultant recommends that the City encourage the location of select industries that are related to the University in the medical, testing and research and educational fields. The consultant also recommends that Iowa City encourage large-scale development projects. Recent economic studies, prepared by the Department of Community Development, recommend that future industrial development should be primarily light or non-polluting in nature. New heavy industrial development is not expected in Iowa City in the future. i FUTURE LAND USE The Comprehensive Land Use Plan has been adopted by the City Council. The I .. plan is shown on Figure 11. Figure 11 shows existing and future urban land use distribution and development limits anticipated by the years 2000 and 2030. Most of the new urban development prior to the year 2000 is anticipated in the north part of the study area. Some growth is also projected for areas in the southwest and east parts of the City. By the year 2030, urban growth is projected north of Interstate 80 and in the east, south and southwest parts of the study area. The land use plan includes five residential density classifications and commercial, industrial and greenbelt or open space categories. The five residential density classifications proposed include the following: 4-3 I4ICROFILMED BY JORM MICR+LA6 MAP PANY - M MOINFS i MIOWi ILMEO BY JORM MICROLAb LLOAR RAP lug AND a s Il .:,�_ , • ��• Dwelling Units per Acre 1, Less than one. 2. Two to eight. 3. Eight to 16. 4, Sixteen to 24. 5, Twenty-five or more. Considerable development is planned for the medium density residential classification. Populations of 15-20 persons per gross acre in residential development should be anticipated for planning sewerage system improvements. Future industrial land use is proposed primarily for areas located south of the airport and along Sand Road and Highways 6 and 218. Undeveloped areas located along North and South Ralston Creek and the Iowa River are planned to be preserved in open space. CORRIDOR SEWER SYSTEM SERVICE AREAS The design and sizing of the corridor sewer system has been based on the ultimate population growth anticipated from the tributary service areas. This is in accordance with guidelines recently developed by the Consulting Engineers Council of Iowa (CEC) and approved by IDEQ for the design of sanitary sewer systems. The guidelines recommend that, in general, sewer systems be designed for the estimated ultimate tributary population, except those parts of the system that readily can be increased in capacity in the future. Areas served by the corridor sewer system are projected to increase in population from 11,980 to an ultimate of 32,000. Most of this growth is proposed in Areas 9, 16 and 19. Except for possible increases in density, Areas 10, 11 and 12 are essentially developed and are expected to remain at about present population levels. The University of Iowa is planning to enlarge existing and develop new hospital facilities in Area 11 in the near future. 4-4 141CROFILMED BY JORM MICR+LAB U PAP 140111r5 r,i;�,Wr iLMLJ BY JURM 141CkULA6 LEWW kAriu, Aijb WLR EXIS7ING LAND USE EM MIXED LAND USE r- ® SINGLE FAMILY r �MUUIPLL FAMILf 1 1 , CORALJILLF %t 4'Y i Yto 8 UlY'.+7 JM ll �8g 888: T � °F'' '^ AGRICULTURE`S'' r f 1 - • AGRICULTURE r' • '0 x/`'71 UlY'.+7 JM ll T � - r' • '0 x/`'71 /r✓ , EXISTING LAND USE FUTURE LAND USE N,;ES ,Per Auc MIXED LAND USE Les^ T'°`^ �RESI GENT I AL I SINGLE FAMILY r=RESIOEIITIAL 2-B _ MULTIPLE FAMILYd RESIDENTIAL B - 2-1 ® COMMERCIAL RESIDENTIAL - 25entl Oros INDUSTRIAL COm4ERCI AL PUBLIC A SEMI-PUBLIC ::���'• III fiUSTRI AL UNIVERSITY OF IOWA t;.•r.�G�----''JII GREENBELT OOSPACE STI UNIVERSITY Of I0WG N- V� Stilt IK ILII �y 8 T000 lana Vrensmr R Klmm I,n•,.•, A v rvsl rry lmrlsxlo cI '.x[ cm of mrE nn UlY'.+7 JM ll at Eg i I ilk I OY j0kl MIL!<UL,IU A . . . . . . . . . . . . IH pp1 IT Y t. at Eg i I ilk I OY j0kl MIL!<UL,IU A "Onc, 11 rOWj v .1 y fl AP 2030 CPOATII AREA BOUNDARY IH IT Y "Onc, 11 rOWj v .1 y fl AP 2030 CPOATII AREA BOUNDARY GENERALIZED LAND USE IOWA CITY, IOWA FIGURE II o 0 r\r N u Y C4%i.NlJ!JRR 1 1 t j /• i1•r 1 • � - t � r / 11/ 1 ' YEAiI moo GRO'n111 AREA BOUNDARY YEAR 2030 GRO'.aR AREA BOUNDARY GENERALIZED LAND USE IOWA CITY, IOWA FIGURE II Fl;LkU(-ILMLO BY JORM I.1ICkOLAb LEUAR RAPIu`) ANO Ultimate population projections for the areas served by the corridor sewer system are as follows: Estimated Ultimate Service Area 1976 Population Population 9, 16, 19 3,300 23,200 10 2,650 2,700 11 3,060 3,100 12 2,970 3,000 TOTALS 11,980 32,000 WATER POLLUTION CONTROL PLANT - FUTURE LOADINGS The design of the water pollution control plant is based on waste loadings forecast for the year 2000. Waste load estimates are based on population projections and industrial development anticipated by the year 2000. Population is estimated at 60,100 by the year 2000. IDEQ has recently approved guidelines developed by CEC Iowa, entitled "Design Flow Determinations," for water pollution control plants. Four flow conditions critical to the design of water pollution control plants are set forth in the guidelines, as follows: ADW - Average Dry Weather Flow AWW - Average Wet Weather Flow MWW - Maximum Wet Weather Flow PHWW - Peak Hourly Wet Weather Flow As provided in the guidelines, the ADW flow is the daily average flow when - the groundwater is at or near normal and a runoff condition is not occurring. The AWW flow is the daily average flow for the wettest 30 consecutive days for mechanical plants or for the wettest 180 consecutive days for controlled discharge lagoons. The MWW flow is the total maximum flow received during any 24-hour period when the groundwater is high and a runoff condition is occurring. The PHWW flow is the total maximum flow received during one hour when groundwater is high and a runoff condition is occurring. The PHWW flow estimate is based on a 2 -inch rainfall event in one hour with high groundwater conditions. A 2 -inch rainfall in one hour corresponds to a 5 -year - recurrence interval. During ADW and AWW flows, the treatment plant must meet the average effluent limitations as set forth in the operation permit. During MWW flows, the maximum effluent limitations must be met. The PHWW is used for hydraulic design and to determine if flow equalization should be evaluated. 4-5 I41CROFILI.1ED BY DORM MICR+LAB rr[)AR 11APIp4 • SCS 1401'IV, MI LIWIiLALU BY JORM MICROLAB LLUAR RAPID; AND UL's .1U. L.. The Infiltration/Inflow Analysis Report established that inflow can be cost-effectively removed from the existing sanitary sewer system. With inflow removed, the remaining existing flows are estimated as follows: Existing Wastewater Flow (mgd ) Source ADW AWW MWW PHWW Theoretical* 6.081 6.081 6.081 10.259 Sewer Infiltration --- 2.354 4.716 4.716 Footing Drain Tile --- 1.565 13.203 23.025 TOTALS 6.081 10.000 24.000 38.000 *Based on water use in April, 1976. mgd = million gallons per day. The ADW and AWW flow estimates approximate actual conditions. The MWW and PHWW flows are estimated based on data collected to date from the sewer system evaluation survey. The ADW flow is based on water use records of the City and University. The AWW flow is based on the flew records at the water pollution control plant. Figure 7 in the Infiltration/Inflow Analysis Report is a plant flow hydrograph for the period from January, 1970, through June, 1976. Average daily wastewater flow by month was plotted. AWW flow is defined as the daily average flow for the wettest 30 consecutive days for mechanical plants. The wettest 30 days shown on the above -referenced hydrograph occurred during the month of April, 1973. The average daily flow for that month was 10 million gallons. The IDEQ guidelines recommend that existing average daily industrial flow be based on maximum daily water usage rather than average annual daily water use. The guidelines also recommend that in estimating the future contribution from residential and commercial uses, that a minimum of 100 gallons per capita per day (gpcd) be used. The 100 gpcd includes an allowance for normal infiltration during AWW flows. The PHWW flow for future use is paak hourly industrial flow plus 2.5 times the sum of the average wet weather design flow from residential -commercial areas. Wastewater contribution from out-of-town students is estimated at 20 gpcd. As a general guide, EPA recommends that the waste load allowance, eligible for grant funding from future unforeseen industries, be limited to 10% of the total treatment works design capacity or 10% of the total industrial load (existing plus documented future) whichever is lesser. 4-6 MICROFILMED BY ` JORM MICRbLAB MAP IIAPlac.. ors R01!I[S e� el I ri '.1 e.l 04 I V1 t•iiL,tWr iLMLL) BY JORM MICRULAD LLUAk kAP LJ:i At1U uL Based on the IDEQ and EPA design guidelines, wastewater flows for the year 2000 are estimated as follows, using flow data established in the Infiltration/ Inflow Analysis Report, supplemented by data obtained to date from the sewer system evaluation survey: _ Wastewater Flow (mgd)* Source ADW AWW MWW PHWW Existing (1) 6.914 6.914 6.914 11.664 Theoretical Sewer Infiltration --- 2.534 4.716 4.716 Footing Drain Tile --- 1.565 13.203 23.025 Inflow (2) --- 0.040 0.396 7.000 Sub -total 6.914 11.053 25.229 46.405 Increase - 1978 to 2000 Population Increase (10,750 @ 100 gpcd) 1.075 1.075 1.290(3) 2.688 J Iowa City Water Treatment Plant Sludge (4) 0.294 0.294 0.294 0.294 Planned University Increase (5) 0.605 0.605 0.605 1.512 Planned Industrial Increase (6) 0.286 0.286 0.286 0.715 Unforeseen Industrial and Governmental Increase (7) 0.200 0.200 0.200 0.500 Sub -total 2.460 2.460 2.675 5.709 TOTAL - YEAR 2000 9.374 13.513 27.904 52.114 Estimated in Part 1 - Infiltration/ Inflow Analysis Report 8.414 10.974 33.000 59.000 *mgd = million gallons per day. (1) These figures have been adjusted to reflect maximum daily water use from industry and the University. Water used by University buildings is for the month of September, 1976, as reported by Shoemaker Consulting Engineers in a 1976 report entitled "Sanitary Sewer Study and Evaluation." Water use by industry was obtained for the peak months in 1977. Out-of-town students are included in water used at University buildings. Resident students are included in the study area population estimates. (2) It is estimated that at least 10% of the inflow volume into the sanitary sewer system will not be found and rehabilitated. Therefore, an inflow allowance has been incorporated into the design flows. 4-7 ` 141CR01"1 L1411) BY DORM MICRbLAB CrMP RAVIPc . P!S 1401!!x5 NiLAUrILi•1LD BY JORM I•IICROLAb LEDA,< RARIu ANJ (3) This flow is based on 120 gpcd to account for an infiltration rate that is greater for maximum wet weather conditions as compared to average wet weather conditions. (4) An allowance is made for discharging the water treatment plant sludge from the municipal water plant into the sanitary sewer system. (5) These flow increases are related to planned expansion of the University Hospital and Carver Pavilion set out in the 1977 report by Shive-Hattery & Associates, entitled "Water Treatment Facility Sludge Disposal Report." (6) These flows include those now discharged to the Highlander and Westinghouse lagoons and those expected from a planned Oscar Mayer sausage plant. (7) These flows reflect 10% of the peak monthly water use of the largest water users in the study area exclusive of the University. These users are listed in a table in this section of the report. The new water pollution control plant will be designed for an AWW flow of 13.513 mgd and a maximum design flow of 33 mgd as shown in the tabulation on Page 4-7. The maximum design flow is about 2.5 times the AWW flow. The maximum design flow estimated in the Infiltration/Inflow Analysis Report was also about 33 mgd. Most of the treatment plant units will be sized based on the �? maximum design flow. Although treatment plant design is based primarily on peak hydraulic flow,°i certain plant units are designed on other waste load parameters. The basis ,+ for calculating other waste load parameters is shown in the tabulation that follows: Bio -Chemical Oxygen Demand (BODS) Pounds/Person/Day Residents and Resident Students 0.17 r, Out -of -Town Students 0.05 Industry 0.05* Suspended Solids (SS) �+ Residents and Resident Students 0.20 Out -of -Town Students 0.06 „ Industry 0.06* " Organic and Ammonia Nitrogen (TKN**) eI Residents and Resident Students 0.036 Out -of -Town Students 0.018 Industry 0.018* M *Attributable to employees only; does not include process wastes. **TKN - Total Kjeldahl Nitrogen. 4-8 141CROFILMED OY JORM MICR�LAS FFDAI? RAPID$ • DlS!ADIRCF, MICROr I LMCD BY JORM MICR+LAB CCDAR BAPIDS • D6 MOINES I41t_ilurILMEU BY JORM MICROLAB CEDAk RAVIUS ANU OLS .'gel„ 4a •�' 141CRUILMEB BY 1 JORM MICR#LAB CHAR RAPIDS • PCS MINES Maximum Daily Employees Flow BOD SS TKN (mgd) (lbs.) (lbs.) (lbs.) Industry American College Testing Program 450 0.004 23 27 16 Moore Business Forms 245 0.002 12 15 10 Owens Brush Company 450 0.010 23 27 16 Procter & Gamble Manufacturing Company 350 0.550* 1,509* 2,239* 12 (7,755)* Thomas & Betts Corporation 100 0.003 5 6 4 Westinghouse Learning Corporation 525 0.009 26 32 20 Culligan Water Conditioning, Inc. 12 0.019 1 1 1 Sheller -Globe Corporation 832 0.104 36 43 26 Home Town Dairies 90 0.052 434 108 6 Highlander Inn & Supper Club 90 0.022 108 121 37 ! Howard Johnson Complex 60 0.040 197 211 71 Mercy Hospital 710 0.112 140 187 50 ? Procter & Gamble (Planned Increase) 300 --- 500 750 10 o Oscar Mayer and Company (Planned Contribution) 100 0.255 800 600 75 Sub -total 4,314 1.182 3,814 4,367 354 Future - (10% of Existing) 0.118 381 437 35 TOTALS 1.300 4,195 4,804 389 Governmental Veterans Hospital 11000 0.147 184 245 66 University Hospital 4,200 0.402 503 671 182 Iowa City Water Treatment Plant 22 0.265 --- 66000** --- Sub-total 5,222 0.814 687 6,916 248 Future Increase*** 0.081 775 2,534 280 j TOTALS � 0.895 1,462 9,450 528 i *) **) See following page. Ysr WOW M.w 4.w+i L-+- Lr,M 4 -ei 6-,4 6r -'i iv --i i -. i i -we �+.a i -.,1 i+�f �--d f i-�I i.r.i i..•{ 4a •�' 141CRUILMEB BY 1 JORM MICR#LAB CHAR RAPIDS • PCS MINES h1.ICRUI ILMEU BY JORM 141CROLAB CEDAk RAPIDS AND UES :,101hL�, . 1111 *These values were taken from City monitoring reports for the period January through October, 1977, and represent peak daily waste loads. This industry presently uses ammonia to neutralize waste before discharge to the sanitary sewer. By letter to the City, the industry has advised that in the near future sodium hydroxide will be substituted for the ammonia as a neutralizing agent. Therefore, the discharge of large quantities of ammonia will be discontinued. The average present daily loadings from Procter & Gamble Manufacturing Company are as follows: Plow, mgd - 0.108 BOD, lbs. - 508 SS, lbs. - 514 **Average daily loading. ***The future increase in waste loads includes provisions for planned expansion of these facilities plus an allowance of 10% of existing and planned loadings. 4 - 141CROFIL14ED BY JORM MICR+LAE CEDAR RAPIDS • DES MOINES MIwdU�ILMLO BY JORM MICRULAB CEDAR RAPIUS AND oL, :IvCILj, .��• Table 4 summarizes the design waste loadings for the new water in the table. pollution „ control plant based upon criteria set forth previous TABLE 4 - DESIGN WASTE LOADINGS Population - Year 2000 60,100 Residents 2,500 Out -of -Town Students . Flows - mad 9.374 ADW - Average Dry Weather 13.513 AWW -Average Wet Weather 27.904 MWW -Maximum Wet Weather 52,114 PHWW - Peak Hourly Wet Weather w Organic Loadings - lbs./day I ,N KD3 Residents - 60,100 @ 0.17 10,217 125 ;,,I Out -of -Town Students - 2,500 @ 0.05 4,195 Industrial 1,462 Governmental TOTAL PEAK 15,999 i Suspended Solids - lbs./day* 12,020 Residents - 60,100 @ 0.20 150 Out -of -Town Students - 2,500 @ 0.06 4,804 �1 i Industrial 9,450-d Governmental TOTAL AVERAGE 26,424 Iowa City Water Plant** TOTAL PEAK 30,000 56,424 „a Or anic and Ammonia Nitrogen (TKN) - lbs./day 2,164 Residents - 60,100 @ 0.036 45 Out -of -Town Students - 2,500 @ 0.018 389 '. Industrial 528 Governmental TOTAL PEAK 3,126 *Used for sizing solids handling facilities. the Iowa City water treatment plant **The volume of solids discharged from the Iowa River. Future daily volume is dependent upon conditions in discharged by the plant is 37,500 pounds of which 7,500 is which can be estimated as the average load and is included in the average total for governmental. 0 4-12 MICROFILMED BY S JORM MICR#LAB MAP PAPIDS 11F5 MOIRC`, -0i ifUi ILMLO BY JORM MIGROLAB CL DAR kAP IL5 ANU JLC SANITARY SEWER DESIGN LOADING GUIDELINES Guidelines under consideration by IDEA recommend the following minimum standards as a basis for the design of sanitary sewers: 1. Ultimate tributary population at 100 gpcd may be used in designing new sewers for undeveloped areas. This includes an allowance for normal infiltration. 2. The PHWW flow to the existing sewer system should include the maximum hourly domestic flow, maximum hourly industrial flow and infiltration/ inflow from non -rehabilitative sources. If infiltration data is not available, a minimum infiltration design allowance of 200 gallons _ per inch -diameter per mile of pipe should be used including an allowance for service lines. 3. The maximum capacity of pumping stations should be used to design sanitary sewers served by the pumping stations. ;j 4. Minimum design flow from future commercial and industrial uses should be based on 5,000 and 10,000 gallons per day per acre respectively. } 5. Future domestic minimum design flow should include the ratio of peak to average daily sewage flow times the ADW flow. 6. Pipe sizes eight to 15 inches in diameter should have capacity to carry minimum design flows at 67% flow depth. Pipe sizes larger than 15 inches in diameter should have capacity to carry the design flows at 75% depth. These minimum design standards have been used to establish design flows and pipe sizes for the corridor sewer system. i FUTURE ENVIRONMENT WITHOUT THE PROJECT The assessment of the future environment without the project is based on - analyses of existing environmental conditions summarized in Part 3 of this report. Forecasts of the probable effects of the "no -action" plan take into account the environmentally sensitive areas identified in the study area. Climatic Elements The environment, as it relates to the climate of the study area, will not be altered if the proposed project is not implemented. 4-13 MICROFILMED BY 1 JORM MICR46LAB MAP RAPD', • FES MOINES MlwiUFILAU BY JORM MICRULAb CLUAR RAPLUi, AND �G 'Ip.:,L: , n .1 Geological Elements Bedrock and subsoil formations in the.study area will not be affected by the �^ no -action plan. The topography and topsoils will continue to be modified , as the study area is developed in urban uses. ry Hydrological Elements IDEQ has assigned waste loads to the effluent discharged to the Iowa River from the existing water pollution control plant. The waste load allocations are based on meeting water quality standards established for the Iowa River at the 7 -day - once in 10 years low flow condition. Water pollution is considered to occur when there is a violation of the water quality standards. , The existing water pollution control plant does not produce an effluent of the quality required to meet water quality standards. Continued discharge w1 of effluent not meeting water quality standards and periodic bypassing of raw ,• wastewater will result in pollution of the Iowa River. The quality of the water in the Iowa River during low flows, reported by the State Hygienic •+ Laboratory in 1971 (Iowa River Water Quality Survey No. 72-9) presents a :•i borderline case for a formal pollution declaration, as follows: .:I "If a situation were to arise in which the regulated flow from the ri Coralville Reservoir could not be maintained at a flow of 150 cfs, the present levels of treatment, given to municipal wastes of the area, would LI not be sufficient to maintain the required quality of water in the ai stream." +I Early in 1977, the minimum flow from the reservoir was reduced to 100 cfs, r and later, to 75 cfs. These reductions were made to insure continuous flow out of the reservoir at volumes sufficient for the downstream water supplies. al River water during these low flow periods was not sampled for quality el determinations. tI Proposed improvements include handling water treatment plant sludge at the new dj water pollution control plant. �II Without the project, it is probable that future development in the study area ki would require the use of septic tanks and leaching fields for wastewater disposal. This would increase the potential for degradation of ground water s1 quality. The floodplains of the Iowa River will probably not be affected if the project is not implemented in the future. ad I w 4-14 q• ,tr,._ - MICRW ILMED BY JORM MICR6LA13 CCI1r,R RAP!?: • 'SES MDIPIES MiLkUlIL&U BY JORM MICROLAB Botanical and Zoological Elements LLUAR RAF W:i ANU uL, Future urbanization can be expected to have some effect on the plant and animal communities in the study area with or without the project. If the project is not implemented, urban development may be more extensive because of the land requirements of septic tanks and leaching fields used for wastewater disposal. Increasing the amount of land used for urban purposes will increase potential soil erosion from loss of vegetation. Increased soil erosion will result in greater silt loads in the Iowa River. Aquatic life in the Iowa River will be adversely affected by inadequately treated wastes in the future. Without the project, discharges from overloaded and combined sewers will also contribute to the adverse effects. Historical, Archaeological and Cultural Elements The known historical and archaeological sites probably will not be affected without the project. Air Quality Air quality in the study area, with or without the project, may be affected due to urbanization and related increases in the use of motor vehicles and possible increases in the use of fossil fuel. The decrease in air quality should be minor since industrial and power plant emissions to the atmosphere must comply with IDEQ air quality standards. Economy, Population and Land Use While not significantly affecting the existing economy, population and land use, the no -action plan could have a serious effect on the future pattern and density of urban development in the study area. The no -action plan could also adversely affect future economic development in the community. Areas not tributary to extensions of the existing sewer system would have to rely on septic tanks and leaching fields for wastewater disposal. These areas would develop at lower densities than recommended in the City's land use plan, leading to urban sprawl. Industrial development may be severely limited. The principal industrial expansion areas are located south (downstream) of the existing water pollution control plant. To make industrial sites attractive for development, the area must be served by utilities systems, including sewerage. Restricted industrial development would have secondary effects on future employment levels and population growth. 4-15 S e` :41CROF ILn10 BY JORM MICR�LAB rrOAg pOPIOa, IV1. Mn Mrl 141,RO' ILMLL) BY JORM MICROLAB LEDAR RAPIJS ANU JL Existing Water Pollution Control Plant Continued operation of the existing water pollution control plant would be in violation of the schedules of compliance of both the NPDES and state operation permits. The existing plant is inadequate to meet effluent limitations set out in the permits. Without the project, the existing plant would continue to be overloaded and effluent quality would degrade. Maintenance and operation costs would increase with continued use of the existing plant. A number of improvements would be required to bring the operational efficiency of the plant up to its original design. The plant would be inadequate to meet effluent limitations as set forth in the federal and state operation permits, even if improved. 4-16 MICROFILMED BY 1 JORM MICR#LAB ff DAF kA PI'S • DFS M01116 MiIuRUi'IL4LO by JDRM MICROLAb LE DAR RAP IUB AND PART 5 - ALTERNATIVE WASTEWATER TREATMENT SYSTEMS ALTERNATIVES CONSIDERED Five alternatives, all based upon a regional approach, have been considered for treatment and disposal of wastewater from the study area, as follows: Alternative I - No -Action Plan. Alternative II - Treatment and Discharge - Continued use of existing plant with new tertiary facilities. Alternative III - Treatment and Discharge - Abandonment of all existing treatment facilities and construction of J a new tertiary plant. Alternative IV - Treatment and Reuse. i Alternative V - Treatment and Land Application. Alternatives II, III, IV and V were discussed in the Infiltration/Inflow Analysis Report to determine the cost-effectiveness of sanitary sewer system 71 rehabilitation. All five alternatives are discussed in this part of the report. COST-EFFECTIVENESS The cost-effectiveness of each alternative must be considered. Cost-effectiveness is determined by calculating the present worth of the alternative. Present worth is the sum, which, if invested now, at a given interest rate, would provide exactly the funds required to make all necessary expenditures during the life of the project. The cost-effectiveness of the component parts of an alternative must also be considered. Examples include comparison of the present worth of various treatment processes and various sewer routings. Present worth is determine in accordance with EPA guidelines based on a planning period of 20 years and the current annual interest rate of 6-5/8%. The EPA guidelines are set out in Appendix A of the regulations published in the Federal Register on February 11, 1914. The effective interest rate is published annually in the Federal Register by the U.S. Water Resources Council. The interest rate may change from time to time. The guidelines require that total costs for each alternative be estimated. These costs must include total values of all resources committed to each alternative. Elements of total cost include capital costs, annual operation 5-1 ' 14ICRO[ILMCD BY JORM MICR16LAB r,IDAP RAP!m', 141wtOriLA U BY JURM 141CRULAb LEUAR RAPIUw AhU and maintenance costs and equipment replacement costs. As set out in the guidelines, capital costs must include: ,,all contractors' costs of construction including overhead and profit; cost of land, relocation and right-of-way and easement acquisition; design engineering, field exploration and engineering services during construction; administrative and legal services including cost of bond sales; startup costs such as operator training; and interest during construction. Contingency allowances consistent with the level of complexity and detail of the cost estimate shall be included." The preceding items must reflect local present-day costs with no attempt to forecast future inflation. Annual operating and maintenance costs for each alternative must be established. These costs include all costs for operating and maintaining the sewerage system under study including power, labor, overhead, chemicals, routine replacement of equipment and parts and fixed maintenance and repair costs. The present worth computation also includes establishing a service life for each component of the system and salvage value for those components which have a service life greater than the planning period. The following have been used for the present worth computations in this report: Land Permanent Treatment Structures 40 Years Sewers and Associated Structures 50 Years Process Equipment 20 Years Auxiliary Equipment 10 Years The general computation required is as follows: Present Worth = Total capital construction cost plus N total capital construction cost for staged construction times single payment present worth factor based on 6-5/8% interest and years from time of analysis plus N average annual operation and maintenance cost times uniform series present worth factor based on 6-5/8% interest and 20 years 5-2 111CROMMID BY JORM MICR4LA6 rl'OAl! RAI:!nc, nf5 '-001'7[5 MiLiwiiLMLU by JUNM MICROLAb plus N LLUAt RA✓IUJ A1w JLC '1G• replacement costs, based on 6-5/8% interest and service life, if service life is less than 20 years, and minus (-) salvage values times single payment present worth factor based on 6-5/8% interest and 20 years, if service life is greater than 20 years. Considering monetary aspects only, the most cost-effective alternative is the one having the least present worth. REGIONAL L SOLUTION All of the planning and studies conducted for the Iowa City Facility Plan have been based on a regional system approach to wastewater collection, treatment and disposal. As discussed previously in this report and the Infiltration/Inflow Analysis Report, the Iowa City planning area includes the City of Iowa City, the City of University Heights, the University of Iowa and areas contiguous to the City which are included in the City's Comprehensive Plan. The City of Coralville, which adjoins Iowa City at the north and west City limits, is not included in the scope of this study. Coralville owns and operates its own sanitary sewage collection and disposal systems. The - decision not to include Coralville in a regional wastewater treatment system with Iowa City was made by IDEQ. This decision was made in 1974, prior to the submission of a Step 1 grant application and Plan of Study by Iowa City. The basic purpose of this study is to provide a regional solution to the collection, treatment and disposal of wastewater for the Iowa City study area, as previously defined. ALTERNATIVE I - NO -ACTION PLAN The effect of the "no -action plan" on the environment, population, economy and land use of the study area has been discussed in Part 4 of this report under the subheading entitled "Future Environment Without the Project." The "no -action plan" would result in pollution of the Iowa River and would place the City in violation of both - the NPDES and IDEQ discharge permits. The "no -action plan" is not considered a feasible alternative for the future wastewater disposal needs of the study area. 5-3 .d ICROfILMCO BY DORM MICR6LAB CC(>AR pq[•I nS nCt �'OIIICS !'li W1Jf IL:'ILJ by JURM MICROLAb Lt -DAR kAPIJS AIVD ALTERNATIVES II AND III - TREATMENT AND DISCHARGE Treatment and discharge is the method of wastewater disposal currently utilized in the study area. Continuation of this alternative was considered and recommended in the Infiltration/Inflow Analysis Report. This method was determined to be the most cost-effective of the alternatives considered. Two options or plans were considered, as follows: Alternative 11 - Continued use of existing treatment facilities and construction of tertiary facilities at a downstream site. Alternative - Abandonment of all existing facilities and construction of a new tertiary plant at a downstream site. Alternative III was recommended in the Infiltration/Inflow Analysis Report. Following submission of the Infiltration/Inflow Analysis Report to IDEQ and EPA, studies and investigations were conducted of three possible sites downstream from the existing water pollution control plant. The locations of the three sites considered are shown on Figure 12. A description of the characteristics of each site is included in Part 6 of this report. Following analyses of the studies and investigations, the City Council held a public hearing and, by resolution, selected the northernmost of the three sites for the location of a new water pollution control plant. This is essentially Alternative III. Cost estimates for Alternatives II and III are set out in the following section, along with present worth computations for the two plans. The site for the location of a new tertiary treatment facility under Alternative II, or the location of a new complete water pollution control plant under Alternative III, is the same for both alternatives. This site is designated as the North Site on Figure 12. 5-4 I4ICROFILMED BY ' JORM mir_M�LAB fCP�S NnP!P� PFS MDI !ICS ­1171P.efl -- rIfiukUt ILAU BY JORM MICROLA13 LIEDAR MPWAND JL, 4 �` AREA IB ta I A CORALVILLE ...... 33 REA L J. AREA 20 _SEWEN rHBB ell AREA 10 •N-11 F -z"- AREA 21 rill ...... Ir I. 11 1 , APER I- :=ai" .......... I , 11 , I. AI ! ;A, J flu liullill, i .... UIJIVERSIIY(IL , J= lra ARE -A �_A I.®Rhi ARE RIC 3 .,rL- 1E It it \14 11C I= 10 to 41 a 9S3H 31 L"' ai T r AREA' 14 'J��AREA 15") t, AREA 2 0 L SEWER NO N VU I t ALL Ii i AREA 19 y� <L e t COPALMLLE I ,.- 33 y.• i, •nn N Tj,.�• p 20 / J -,'AREAI is i'I i ur' d etv ua am jr - ld`L •/ ' . ; �,P n ... a ne ' / ; -1 L 'jl` L P i v,_— 11 d�;t LORRI OR 'D �B H, AREA 20 _ .,� ( SEWf1 1 °� lug cF2o'{�'I .� 'AREA 10 . _ J.�+• Nuri i' AREA 21 a.AREA II 1, - !I IlCm[Or" 1110 0711 .VERGITY%�JJI Ia . } AR IA 12 }T f. r nr :ullI It�AREA l / �.. AREA 13..�„v 1 L 1 �r l,• , 1 T�L 1—P --IE //` / I' 1 1`� ��• ,{ j' �I 'n. it '� •SIR 9' �� • ,i �� I Ja71r�. AREA III �� � .I a.a taa.t �� .ARE AREA 15 1`.- 1 _J N�/ % iw.n onto i 55: J11F1S- II II It II I i NIn- _ SGLL IN [III ff000 7000 OFrt1BIt PIS! 111 [BIMISH” BI "I [III 01 IOaI II VCCa9tra A Hln nn FLiuiWl iLbiLU BY JOHM I4ICRULA6 • LLUAit RAr'iJ� Allb AL 'ice, — ..... AREA I7 .� I � i AREA IB _ 1 1 AREA 16 Y/ \ / 1 \ " q11 H..aY 1111.•1. I /� � //)I/ 1 AREA 16A AREA: 6B 1. 1 J AREA 19 .�--- .._.. ._ .. .J.. •'�.. `` t ,� . '^ ILLS S 1111 �'�• _ �` \I ' ♦% I) UI 700 ' +' �.�� i e li}r: •� o •. APE "r- L� L : �� I c •�� �� •I 1 Ali I11 th1_CORRIAOR �l T _EA f SEWfi i-' AA �uR{{'i 1CruIIT -i r-.( AAEA 7 { ( \ L 1i IN ��� �'�� _ _y`J191 [^ewG�N r 'tr`q•1 inrF I14 `AEA 10 AREA.'JI ' n'../ AREA 6I. �I '^ ^ �F7Ou. 1, lf"II�YtIi uLuml l Irl I { 1.1 i l II/ i C 1:11�1 1q"�a'3 Ir !�i `' JIIIVERSITY�% Rrl1� S LU T� IYI Mill' 11 �� j�' tau I� �I i' �• Iry { 'ti.. GHT,9' (I r I Il �r IEr✓. �"'i L 1)��._ r Y r IISSI�`__I}I��'�� i l (i •.�1 �n r r ^ y.,` . �( I+I j )I I� �•R} 1 t I r! i llll! rMk 11 1 f {{ �1\ , nu•In 11 .. �.. � ` 1 ^^ - i 1 .^ ` } 1 : � • ��\ Ii. �, .nlr.vr 4� . AO lA � ad 1 111 1 •.` n uN { 1 ,� � � I 1 •:r 1. ll' � I � 1 � !,} �v�1 ja� I I • 9stt, o �, - �� 1 I\ F • tt `. I c " a vYl 11(n 1 • II ...1 J Y � � _ ✓• �'� AREA 6 � ' 1 LAI Iq `. r.11 nl 1 •• ;j t L�� + AAEA 2 7 _/\.AIA 15 li l I / / ' 1 AREA4 •`\ i' ' •w 0 LL :. .. - �) annum unl. > �•` 1; SEWER 4 L11 111 k _ •1�1 1111 11.. •: � . /r,. }..11111 NORTH SI E -�-- 1 AREA 22 I� �� � �\,. �L..J - I r s � LINT�F E IATE SI E ` YEAR 2000 GROWTH AREA BOUNIIARY ' SOOT SITE --•• YEAR 2030 GROWTH AREA BOUNDARY I / SERVICE AREA BOUNDARY - --• / MAJOR SANITARY SEWER FORCE MAIN ,KLY MANHOLE AREA IB ,r. Jl f � 'F `1 p\ an n dm uul• � AREA: I6B ,1 AREA IfiA �� ` I• _._ // .. _. _ I \J - AREA 19 ��—.' � •. _ ". \ \ ... ..-_ _ . •. ,rb0�. I E ARE u u 1�'i� / / � "-�• .... vvniu.. v" Ifir .. � 1 -COPRIPOR SEWERS .•AREAL •g_'- �.__.._.!s1�`�^�- � I •' `\ AREA 7 1 1' -1 \�`Y =] inn �..,.�� �.. r , .•FI .. � r ,lr / l +`, 1 •: _. 1 1 ` � P APEa IG r ' �/�g 1 AREA 5 / / ur'l ...... , • Lu�!u 1 . r . r / I 1.1 l \ N I VERSITY�S` �r'I °ovl l! I 1 sl: J�•'71$;1 I ��•� rI(11 I1y .00'AP ullttA 4PR "r L!_I I � ift /�•� t. I� � ^..� n'� L I� .G 1 _ Sc} 1 1 mum li I IJ !� .�( h I l��I// J' ! i •' IrtliI� rl l 1 1 �G I - ! J . at'' ��r L�tl �. � 1 .v: •1 .r t } r Ll r< _,J.: 'Q..�^�.. ✓ r SIN .� a t I,r__ .- '• 1 vL n tA• - i�?• lVf IYr 0. I 1 1 L.. 1 1 .. I Ll AREA • • I l AREA 6 .•Y n•" L . r I / J 1 •.1 __ i:•'� ¢,: -,�• J Fay 1 n.. c 1 •/� EA 14 j c �. AREA 2 I I ,� •N y` \\ > `...� 1 AREA AREA 15 \` 0 LL -.. I x r.iul. a 1. I>� ♦�/ / / -I I / � SEeEP � 1 I u i ii i �•• � /. 1,, 1'111110 / ;, ,• l (`'. Y� / 1 I r u � x un u:"•. NORTH SI E �. � e AREA 22 �i INT�F E IATE,SI E I �- .-� �� I � xlel• blfl � • ' ^•-� \\ '. Y(AR 2000 GROWTH AREABO�RY YEAR 2030 GROWTH AREA BOUNDARY y SOUT SITE SERVICE AREA BOUNDARY 1- °I MAJOR SANITARY SEWER 1 II FORCE MAIN J fJ -__:.—_ ! � s• NEY MANHOLE SEWER IMPROVEMENTS T.., 'f SEWERAGE SYSTEM � PLAN ALTERNATIVE III IOWA CITY, IOWA FIGURE 12 Mlt,t(Ui ILMLL) BY JORM MICROLAB LEUAR RAPIu5 AND UL> The estimated project cost for Alternative II is as follows: Item Cost Filter Distributors $ 495,000 Unit Covers for Temperature Conservation 2,189,000 Grit Chamber and Screening 561,000 Standby Power 286,000 Increased Capacity for Water Plant Sludge 1,600,000 Miscellaneous Improvements - Existing Plant 242,000 Tertiary Treatment Plant 10,351,000 11,900 Feet of 66 -inch Outfall Sewer 2,420,000 Land - Tertiary Treatment Plant 720,000 Estimated Immediate Project Cost - Alternative II $18,864,000 Secondary Treatment Facilities - 1990 14,300,000 TOTAL ESTIMATED PROJECT COST - ALTERNATIVE II $33,164,000 The present worth calculation for Alternative II is as follows: Item Project Cost Annual Operation & Maintenance Equipment Replacement At End of 10 Years At End of 20 Years New Construction At End of 10 Years Salvage Values Present Estimated Worth Cost Factor* $18,864,000 1.0000 660,000 10.9099 1,683,000 0.5265 4,048,000 0.2772 14,300,000 0.5265 Present Worth Add Deduct $18,864,000 7,201,000 886,000 1,122,000 7,529,000 Plant Structures 10,439,000 0.2772 $2,894,000 Outfall Sewer 1,452,000 0.2772 402,000 Land 720,000 0.2772 200 000 Totals $35,602,000 $3,496,000 — Present Worth - Alternative II: $32,106,000 *Interest Rate - 6-5/8%. The above project costs and present worth calculations are based on improvements _ to the existing plant to maintain operation during the next 10 years, followed by replacement of the plant at the site of the new tertiary treatment plant. 5-5 Y'... y':..i. wicaonuaED BY + JORM MICR6LAB (FDAP RAP 1P5 OFS id01'lr.5 mlLRUr!LiALU BY JORM MICROLAB LLUAR RAPiu:i AND JLC '1U :1L The estimated project cost for Alternative III is as follows: Item Cost Complete New Treatment Plant $24,200,000 11,900 Feet of 66 -inch Outfall Sewer 2,420,000 720,000 Land TOTAL ESTIMATED PROJECT COST - ALTERNATIVE III $27,340,000 _ The present worth calculation for Alternative III is as follows: Present Estimated Worth Present Worth Item Cost Factor* Add Deduct w i Project Cost $27,340,000 1.0000 $27,340,000 Annual Operation & 660,000 10.9099 7,201,000 Maintenance Equipment Replacement At End of 10 Years 3,993,000 0.5265 2,102,000 At End of 20 Years 3,993,000 0.2772 1,107,000 Salvage Values Plant Structures 7,986,000 0.2772 $2,214,000 Outfall Sewer 1,452,000 0.2772 402,000 200,000 Land 720,000 0.2772 Totals $37,750,000 $2,816,000 Present Worth - Alternative III: $34,934,000 *Interest Rate - 6-5/8Y. Two other sites, designated as the intermediate site and south site, are shown on Figure 12. The project cost and present worth of utilizing either of these sites as a future treatment plant location is greater than the use of the north site for either alternative. The increased costs are due primarily to the longer outfall sewer required to serve the two sites. Project costs and present worths have not been included in this analysis for plan options using these two sites. The estimated project costs for Alternatives II and III are based on EPA cost curves and recent cost data available from similar projects. The treatment -- facilities for each plan are sized on the basis of an average wet weather flow of 13.513 mgd. Identified inflow sources which are cost-effective to remove .. from the sanitary sewer system will be removed. 01 141CRUILMEn BY JORM MICR6LAB FOAR PIP1n5 nES FIOI�+E.S MiukOi ILMi) 8Y JORM MICROLAb cEDAR RAPIUS AIIU JLC The treatment facilities for both alternatives include a moderately-sized storm water equalization basin of about 12 acres. The capacity of the equalization basin and the outfall sewer may vary slightly depending on final results of the sewer system evaluation survey. Such.variation, if necessary, will be the same for either alternative, and will not affect the cost-effectiveness comparison between the two alternatives. The Infiltration/Inflow Analysis Report included a determination that removal of infiltration from the sanitary sewer system and removal of footing drain tile inflow would not be cost-effective. This has been confirmed by the results of the sewer system evaluation survey. The estimated project cost and present worth for the two treatment and discharge alternatives are as follows: Project Cost Present Worth _ Alternative II $33,164,000 $32,106,000 Alternative III 27,340,000 34,934,000 The difference in present worth of the two alternatives is about 8.8%. The regulatory agencies have advised that plans can be considered equal unless the difference in present worth exceeds 10%. The major difference in the alternatives is the higher project costs of Alternative II of $5,840,000. The difference in project costs is attributable to the remedial work and improvements required at the existing plant which would be abandoned in 10 years under ' Alternative II. Alternative III is recommended as the most feasible of the two alternatives considered. ALTERNATIVE IV - TREATMENT AND REUSE The City of Iowa City and the University of Iowa have adequate water supplies and water treatment plants. There are no known industries which could reuse treated wastewater. Treatment and reuse is not considered a feasible alternative. — ALTERNATIVE V - TREATMENT AND LAND APPLICATION IDEQ requires that wastewater applied to land for disposal must have received secondary treatment and chlorination. Land disposal would be by irrigation. IDEQ also requires that a holding lagoon with 210 days detention capacity be used in conjunction with irrigation. A holding lagoon of adequate capacity — to provide such detention in the year 2000 would be 600 acres in surface area and 10 feet deep. The land requirements for a lagoon of this size would be about 900 acres. 5-7 5 •z • wlcaonuam By JORM MICR6LAB MAR RMIM nfc'd INFS: Mll,kUFILMLu BY JORM MICRULAb GLUAR RAPIUy AlIU OLS '1Q::,L_, Assuming the existing water pollution control plant could be used in conjunction with land application, a separate 5 mgd plant would be necessary for flows anticipated in the year 2000. The sludge handling facilities at the existing plant would need to be enlarged for handling water treatment plant sludge. Other improvements would be required. The holding lagoon would have to be located near the south site shown on Figure 12. This would require construction of about 21,800 feet of outfall sewer. A pumping station would be required to pump to the lagoon. The estimated project cost for Alternative V - Treatment and Land Application is as follows: Item Cost Improvements to Existing Plant $ 3,500,000 600 -Acre Holding Lagoon 11,520,000 900 Acres Land and Purchase of Farmsteads 4,200,000 Irrigation Equipment 11000,000 Secondary Treatment Plant - 5 mgd 5,500,000 Water Treatment Sludge Handling Facilities 2,000,000 21,800 Linear Feet of Outfall Sewer 4,000,000 ~' Pumping Station at Lagoon 1,500,000 TOTAL ESTIMATED PROJECT COST - ALTERNATIVE V $33,220,000 The estimated project cost for Alternative V is $5,880,000 greater than that for treatment and discharge to the Iowa River. Treatment and land disposal is not considered a feasible alternative for disposal of wastewater from the study area. SUMMARY AND SELECTION OF WASTEWATER TREATMENT ALTERNATIVE The selection of an alternative includes evaluation of each alternative with regard to project costs, present worth, environmental and social impacts and other factors. The alternative selected must meet applicable federal, state and local requirements. The selected alternative must have public acceptance and be feasible to implement. M. VIICROFILMEO BY JORM MICR6LAB ff Pllk kOPl nt Pf5 MOIH6 f•Iil,itUt 1LMLU BY JORM 141CROLAb LLUAk RAP IJ� A11U uL; 11 ;!'L_, The alternatives which have been considered are ranked, based on the considerations mentioned previously, as follows: 1. Alternative III - Treatment and Discharge - New Plant. 2. Alternative II - Treatment and Discharge - Continued use of existing plant. - 3. Alternative V - Treatment and Land Application. 4. Alternative IV - Treatment and Reuse. 5. Alternative I - No -Action Plan. The first ranked alternative (III) has the lowest project cost of those considered feasible. This alternative will also have the most positive impact on the environment. It is recommended. The second ranked alternative (II) has higher project costs than the first ranked alternative. The third ranked alternative (V) has project costs of $33,220,000, compared to project costs of $21,340,000 for the first ranked alternative. It is obvious that this alternative is going to be much more costly than the first ranked alternative. Present worth computations for Alternative V were not presented because they will obviously be much greater than those for the first ranked alternative. This alternative can be expected to have the — greatest negative impact on the environment because of the large amounts of land required, the location of the facilities and the cultural resources that would be impacted. The fourth ranked alternative (IV) is not feasible since there are no practical uses for treated wastewater in Iowa City. Should a practical use for treated _- wastewater become available in the future, this alternative can probably be implemented with moderate additional cost. _.. The fifth ranked alternative (I) is not considered feasible because it would not provide for compliance with federal, state and local requirements for wastewater disposal. The studies leading to this report were undertaken because it was known that existing wastewater disposal facilities were inadequate. No action is therefore not feasible. -.- The first ranked alternative (III) has been selected for implementation at Iowa City. `, :41CROI IL14ED BY ' JORM MICR¢LA9 rrDAP PAPM( p[S F101YE5 MiLkUr16,1i.0 8Y JORM MICROLAii CORRIDOR SEWER SYSTEM CLUAIt RAI'lu� AND The new water pollution control plant.will be designed to treat all flows " which are discharged to the sanitary sewer system. Flows in excess of the peak hydraulic capacity of the plant will be pumped to an equalization basin. The equalization basin will be sized to hold maximum flows as the result of a five-year rainfall event. Final sizing of the equalization basin will be made after the sewer system evaluation survey is completed and peak volumes from all sources not cost-effective to rehabilitate are determined. The sewer system evaluation survey in the corridor sewer system service areas is essentially complete and final design of this system has been made. The corridor sewer system has been sized to convey peak domestic and industrial flows plus the peak hourly volumes of infiltration/inflow which cannot be cost-effectively removed from the system. The cost-effective removal of extraneous flows is determined by comparison of costs to transport and treat the flows and the costs required to remove the flows from the sewer system. Cost-effectiveness computations were shown graphically in the Infiltration/ Inflow Analysis Report. In this report, cost-effectiveness has been determined by the ratio method. The ratio method is explained in the following paragraphs. The cost to transport and treat infiltration/inflow includes additional capital costs plus the costs for operation and maintenance over 20 years. The operation and maintenance costs are based on annual duration times of - three days for inflow and 30 days for infiltration. The flow duration estimate is used in determining total volume of extraneous water treated over the life of the project. The duration time is multiplied by the flow rate from each identified source to obtain total volume. The duration times are estimates based on analyses of the flow hydrographs in the Infiltration/ Inflow Analysis Report. The duration times used are believed to be reasonable. Any increase of the duration times will result in more infiltration/inflow sources becoming cost-effective to rehabilitate. The present worth factor for a 20 -year planning period at 6-5/8% interest is 10.9099. Applying this figure to the average cost for transporting and treating infiltration/inflow, results in a present worth cost of $13.11 per 1,000 gallons for inflow, and $4.16 per 1,000 gallons for infiltration. The cost to transport and treat the flow from each defect found during the sewer system evaluation survey is determined by multiplying the flow rate of the defect by the duration time and by the present worth unit cost. The capital costs to transport and treat include the cost of the corridor sewer system and proportional costs of the outfall sewer and equalization basin. 5-10 S MICROFILnCD BY JORM MICRd1LAB PrDAII oArin" . nr<; MOVV HIIL14Uf ILHED BY JORM MICROLAb LEOAR RAPIDS AND JLJ The proportional costs are based on the infiltration/inflow contribution from the corridor sewer system service areas in relation to the estimated total infiltration/inflow transported and treated from the entire study area. The cost-effectiveness ratio method utilizes the following equation: Present Worth Cost to Transport Cost -Effectiveness Ratio = and Treat for 20 Years - Cost of Rehabilitation All defects for which the cost-effectiveness ratio is equal to or greater than unity are cost-effective to correct through rehabilitation. The identified sources of infiltration/inflow have been listed in the following categories. These defects are cost-effective to rehabilitate: 1. Replace or repair manhole lid and frame. 2. Replace manhole. 3. Seal manhole. i 4. Repair manhole. 5. Repair bulkhead. 6. Disconnect and reroute storm sewer connection. 7. Cap or disconnect roof leader, open cleanout, vent pipe or other connection. 8. Replace sanitary sewer. 9. Replace sewer service. 10. Repair sewer. 11. Miscellaneous. Table 1 in Appendix D is a sunnary of all infiltration/inflow identified in corridor sewer system Service Areas 9, 10, 11 and 12. The table refers to the areas as districts. The flow rates in the table are in gpm. Table 2 in Appendix D is a Rehabilitation Recommendation Priority List for the corridor sewer system service areas. The defects are listed in - descending order of the cost-effectiveness ratios. The cost-effectiveness breakpoint is shown on page 2 of Table 2. 5-11 :41CROFILMCD BY JORM MICR6LAB fP MR RAnl n� n(S I40 UIfS htit,itui ILMLU BY JORM I.IICROLA6 CLUAk RAPIU� AND Jr_'.. 'w::,L. , - "' The tables do not include the results of the civic survey and footing drain tile testing. The cost-effectiveness ratio for rehabilitating footing drain tile will be less than one and therefore will be below the cost-effectiveness breakpoint. Flows from these sources are cost-effective to transport and treat. The tables also indicate that little infiltration was identified and that the major problem is inflow. This trend of extraneous flow being primarily inflow, also appears to be typical in the other service areas of the City. Table 2 of Appendix D also indicates that estimated cost-effective rehabilitation is $362,518 as compared to present worth costs to transport and treat of $1,075,545. The cost-effective rehabilitation work will proceed with the design and construction of recommended sewers and the new water pollution control plant. The implementation schedules, shown graphically on Figure 16 in PART 8 - IMPLEMENTATION of this report, include the rehabilitation projects. Table 3 in Appendix D is a rehabilitation program summary for the corridor sewer system service areas. The table entitled "Appendix A" in Appendix D of this report contains the infiltration/inflow findings and rehabilitation recommendations. The findings and recommendations are listed by service areas. PUBLIC PARTICIPATION Public participation in facility planning is required by Public Law 92-500 and applicable federal regulations. The Iowa City Facility Plan Citizens Committee was established in December, 1975, to provide a vehicle for citizen input into the Iowa City Facility Plan. The committee includes nine members representing various segments of the planning area. The committee has held four meetings to date. Proceedings of the meetings are included in Appendix G of this report. The proceedings have previously been mailed to the regulatory agencies. Citizen input has been considered in the development of the Facility Plan. A presentation concerning facility planning was presented to the Iowa City City Council and other interested parties on August 15, 1977. The presentation was made to obtain Council input on the following aspects of the plan: Treatment Technology Site Selection Solids Handling ._ Resource Conservation Relief Sewer Priorities The text of the presentation is included in Appendix G. .. M w.1 5-12 MICROf ILMCD DY JORM MICR6LAB ff OnR VA�`Int ofS NOIHfS Mlu(UiILMED BY JORM MICROLAb LLDAk RAPIUS AND ULA The Council indicated that treatment technology selection would be left to the City staff and the City's consultants because the Council lacked expertise in this area. The Council did indicate concurrence with the staff and consultants recommendation for the use of the ABF process of wastewater treatment. On September 27, 1971, the City Council held a public hearing on three sites for the recommended new wastewater treatment facilities. These sites are — referred to in the Facility Plan as the North, Intermediate and South Sites and are shown on Figure 12. Details regarding the sites are included in PART 6 - PRELIMINARY DESIGN CONSIDERATIONS. Following the public hearing, the Council adopted a resolution selecting the North Site, discussed in Part 6, for construction of new wastewater treatment facilities. A transcript of the public hearing and a copy of the resolution are included in Appendix G. The site selected for the new wastewater treatment facilities has been surveyed by IDEQ and approved conditionally. A copy of the approval letter is included in Appendix G. The Council requested that solids handling be designed in a manner that would allow ultimate disposal on agricultural land which would, in effect, result j in recycling. Concern about solids handling was brought about by literature searches which indicated the aluminum in the City's water plant sludge might preclude disposal to agricultural land. Additional research has indicated that this may not be a problem. The primary disposal point should be to landfill. A public hearing on this section of the Facility Plan and its environmental effects will be conducted by the Iowa City City Council as soon as the report is completed. The notice of the hearing is included in Appendix H of this report. The transcript will be added by addendum. 5-13 Id ICROFILMED BY ' JORM MICR#LA9 CFnAR RAPIM • P(S VINES WOO ILMEU BY JORM MICROLAB CEDAk RAVLUS AND At) Mu;fIu, u: 5-14 141CROFILMED BY JORM MICR+LA6 Cf DAR RANK • nB MOINES r MiukOF!LMEO BY JORM MICROLAB CEUAk RAPIuS ANU UL5 !to::��., •��•" PART 6 - PRELIMINARY DESIGN CONSIDERATIONS GENERAL The construction of a new water pollution control plant has been selected as the most feasible and environmentally acceptable alternative for Iowa City. This part of the report discusses preliminary design considerations for the water pollution control plant, the outfall sewer to the plant and the corridor sewer system. The proposed improvements for the alternative selected are shown on Figure 12. SITE SELECTION As stated previously, of the sites considered, the North Site was selected. Extensive surveys and studies indicated the advantages of the North Site over those of the other sites considered. Sites were evaluated on the basis of economics, effects upon the environment, proximity to existing development and possibilities for flooding. Characteristics of each site are itemized j in the following paragraphs. South Site 1. Outfall sewer costs would be about $2,000,000 higher than for the North Site. 2. The site has historic and prehistoric significance. 3. There were archaeological finds on the site. -- 4. It is the most remote site. 5. About 18,000 acres of undeveloped land south and east of the City can be served by gravity. 6. It is subject to flooding with a 100 -year flood. 7. This site could serve development well beyond the study period. Intermediate Site 1. Outfall sewer costs would be about $1,500,000 higher than for the North Site. 2. There are dwellings within 800 feet of the site. 3. There were archaeological finds on the site. 6-1 ' '11CRO1 WIED By JORM MICR+LAB Cf Mf AAI'i nS !)ft !-0OI4f5 Milui20i ILMLU BY JORM MICRULAB LLUAX RAPIDS AND A 4. It is subject to flooding with a 100 -year flood. 5. Development costs will be higher than at the other two sites because of its irregular shape. 6. About 8,000 acres of undeveloped land south and east of the City can be served by gravity. North Site 1. Outfall sewer cost is lowest for this site. 2. Development of some areas to the south would require pumping wastewater. 3. There is a small residential development south of the site. 4. At least two occupied dwellings will have to be purchased. 5. The site is in Johnson County just south of the Iowa City corporate limits. i 6. It is closest to the developed City and can be annexed without major problems. 7. It would tend to restrict growth of the City to the south. 8. There were no archaeological finds on the site. 9. The site is not subject to flooding with a 100 -year flood. 10. About 2,300 acres of undeveloped land south and east of the City can be served by gravity. 11. The site is about 1,500 feet south of the expected growth boundary of the City planned for the year 2000. W., MICROFILMED BY JoRM MICR�LAB MAP QAPM • PFS MOINES i hiil.RUFILMED BY JORI4 141CROLAB CEDAR RAPIDS AND )LS !Ul,iL- TREATMENT PLANT COMPONENTS The new water pollution control plant, designed to provide primary, secondary and tertiary treatment, and located at the North Site, will include the following major components in the order of flow through the plant: 1. Bar Screen Chamber 2. Aerated Grit Removal Chamber 3. Raw Wastewater Pumping Station 4. Storm Water Equalization Basin 5. Primary Clarifiers 6. Fixed Film Reactor and Pumps 7. Aeration Tanks 8. Final Clarifiers 9. Mixed Media Filters and Pumps i 10. Disinfection Facilities Solids handling facilities will include the following major components: 1. Sludge Thickener _ 2. Lime Contact Tanks 3. Treated Sludge Storage Tanks 4. Filter Press i A site plan including major treatment components and piping is shown on Figure 14. -. Coarse screening is required to remove large objects and rags from the raw wastewater. These materials will be removed for disposal at the sanitary landfill. Screenings will clog pumps and piping if not removed from the wastewater. The aerated grit chamber will remove sand and other heavy particles. The grit must be removed to prevent excess wear on pumps and clogging of pipes. 6-3 T• -�'� x MICROFILM BY t JORM MICR#LAB CFOAR RAVPq • 9F5 IIONEC mlu,(UrtLi4LU BY JORM MICROLAB LLUAR RAFIU� AIIJ Ou The raw wastewater pumps will elevate the wastewater to provide gravity flow to the primary clarifiers and the storm water equalization basin. The primary clarifiers provide for removal of material from the raw wastewater which will settle under quiescent conditions. The settled material is called sludge. Rectangular clarifiers are proposed to utilize comnonwall construction which is more cost-effective than construction of circular clarifiers. The storm water equalization basin will receive flows in excess of the hydraulic capacity of, the plant. These flows will occur during periods of heavy rainfall or snow melt and will extend for only short periods of time. After the rainfall or snow melt flows recede, the contents of the storm water equalization basin will be drained back to the raw wastewater pumping facilities for treatment through the plant with the incoming flow. The fixed film reactor pumps will elevate the settled wastewater from the primary clarifiers to the top of the fixed film reactor units. The tops of these units will be approximately 10 feet above the top level of the primary clarifiers. The fixed film reactor is filled with a specially designed redwood media. The wastewater flows down through the media and biological organisms in the media feed on impurities in the wastewater. Oxygen, absorbed by the wastewater as it flows through the media, supports the growth of aerobic biological organisms. The impurities are changed into biological solids which can be settled or filtered in the final clarifiers and mixed media filters. The aeration tanks provide continuation of the biological treatment process started in the fixed film reactor. The biological organisms are held in suspension by agitation of the liquid-. Air bubbled aeration thetank aeration contents. tanks to maintain a supply of dissolved oxygen The final clarifiers provide quiescent conditions to allow biological organisms from the aeration tanks to settle. A portion of the settled organisms are pumped back to the fixed film reactor and through the aeration tanks to maintain an organism population that will provide the treatment desired. Organisms which are in excess of those needed for treatment are wasted to disposal with the sludge from the primary clarifiers. The fixed film reactor and pumps, the aeration tanks and the final clarifiers constitute a process known as the Activated Bio -Filter (ABF) treatment process. Other processes were considered in addition to ABF. These include the Rotating Biological Disc, Pure Oxygen Activated Sludge and Single and Two -Stage Activated Sludge. The ABF process was selected because it is 6-4 IIICROFILI4LO BY JORM MIC R4LA13 (r ppP ppnln5 . 7F5 I401'IFS MIL,tWlILMU BY JORM MICROLAB LLOAR kAVIU�> AND OL cost-effective and reliable. Figure 13 shows cost-effectiveness of the various processes considered. The curves show that the ABF process has the lowest present worth and is the most cost-effective. At Iowa City, it has the lowest energy requirement; it requires the least personnel and its detrimental effects upon the environmental are nominal. The ammonia nitrogen concentration in the raw wastewater must be reduced to meet the effluent requirements set forth in the NPDES and state operating permits. The ABF process will be designed to convert the ammonia nitrogen to nitrate nitrogen. The ammonia conversion process is commonly referred to as nitrification. The effluent from the final clarifiers is pumped to the mixed media filters. The mixed media filters remove those biological organisms that will not settle in the final clarifiers. IDEQ regulations provide that when effluent limitations require an average BODS of less than 20 mg/1, some tertiary treatment process will be required following secondary treatment. The BODS effluent limitation for new treatment facilities at Iowa City is 18 mg/l and therefore, tertiary treatment is required. The mixed media filters will provide tertiary treatment. Tertiary treatment processes considered included the following: 1. Mixed Media Filtration 2. Chemical Coagulation 3. Split Treatment 4. Microscreening 5. Slow Sand Filtration 6. Land Application Mixed media filtration was selected because it is a cost-effective and reliable method of treatment. The mixed media filters mechanically stain the biological organisms from the wastewater. The filters are periodically backwashed. The backwash water will be obtained from the chlorine contact tanks and discharged back to the plant inlet for retreatment. The chlorine contact tanks provide retention of the wastewater for a time period adequate for the chlorine to kill fecal coliform bacteria. The chlorine is added to the wastewater after filtration. Fecal coliform bacteria are used as indicator organisms. A small number of these organisms in the wastewater, within the established limits, is an indication that pathogenic 6-5 IIICROFIL14E1) By JORM MICR+LAB rFMR 1ANnC . nfS 14OINfS MiL,(U ILdliu BY JURM MICROLAB LEUAn RAPIu; AND JL, !�::, organisms are probably not present. Chlorination is required to prevent bacterial contamination of the Iowa River. Solids handling units stabilize and reduce the volume of sludge. The biological organisms wasted from the ABF process require thickening to increase the solids content of the liquid sludge to facilitate handling. The thickened sludge and the sludge from the primary clarifiers will be stabilized with lime. Sufficient lime is added to maintain the pH of the sludge at 12.0. The high pH destroys unwanted biological organisms in the sludge and provides stabilization prior to ultimate disposal. This process occurs in the lime contact tanks. In addition to lime stabilization, other sludge handling processes were considered, including anaerobic digestion, wet burning and incineration. Lime stabilization was determined to be the most cost-effective. Anaerobic digestion, wet burning and incineration are incompatible methods of sludge stabilization when the sludge contains a large amount of non-volatile material The alum sludge discharged from the municipal water treatment plant will be high in non-volatile solids. The lime -stabilized sludge will be discharged to treated sludge storage tanks. The treated sludge storage tanks help reduce peaks in the sludge handling process, provide emergency storage when ultimate disposal is temporarily impossible because of weather or equipment breakdown, and provide flexibility in overall operation. The treated sludge from the storage tanks will be filter pressed to remove additional moisture. The sludge cake produced will contain about 50% solids and 50% moisture by weight. Filter pressing is the most reliable and cost-effective method for dewatering alum sludge from water treatment plants. Final disposal of the sludge cake produced in the filter pressing operation will be to both agricultural land and to sanitary landfill. The City Council has directed that sludge disposal on agricultural land be utilized to the extent possible. Any sludge cake which cannot be disposed of on agricultural land will be hauled to the sanitary landfill. The design of all treatment units and all sludge handling units will be subject to a value engineering analysis to insure that the most economically feasible design is used. M :41CROrILMED BY JORM MIc R4LAB MAP 9At'M ^rS IJ0I9rS hilLkUl ILMLL) BY JORM MICROLAB CEDAR RAPIDS AND i)L' 15 ROTATING BIOLOGICAL DISK / 14 PURE OXYGEN / / ACTIVATED / / SLUDGE \ 13- 12- I F 3 12II SINGLE & TWO STAGE a 10 ACTIVATED SLUDGE J J ACTIVATED 0 9 BIO FILTER Z / J 8- 7 7 0 6 / 3 z Lu 5- (n uj CL 4 IOWA CITY WATER / POLLUTION CONTROL PLANT 3 DESIGN CAPACITY is 2 4 6 8 10 12 N 16 18 2C NORMAL PLANT CAPACITY - MILLION GALLONS PER DAY COST - EFFECTIVENESS OF TREATMENT PROCESSES WITH NITRIFICATION IOWA CITY, IOWA FIGURE 13 ti 141CROFILMED BY JORM MICR+LAB MAP RAPIDS PFS MOINES MILK0i 1Li1LU BY JORM 141CROLAB PLANT DESIGN CRITERIA AND LOADINGS CEDAk RAPLUS AND uL' ilV ;i A summary of the design criteria for the new water pollution control plant is shown in the following table: DESIGN CRITERIA Criteria Unit Quantity Average Dry Weather Flow mgd 9.374 Average Wet Weather Flow mgd 13.513 —i Maximum Wet Weather Flow mgd 27.904 _. Peak Hourly Wet Weather Flow mgd 52.114 Maximum Hydraulic Flow mgd 33.000 BODS ppd** 15,999 i Suspended Solids ppd 26,424 _ TKN* ppd 3,126 *TKN = Total Kjeldahl Nitrogen = the sum of ammonia and organic nitrogen. **ppd = pounds per day. j Information relative to plant unit dimensions, loadings and other criteria j is shown on Figure 14. - The primary portion of the plant is sized to remove about 35% of the applied BOD5 and about 60% of the suspended solids. The secondary and tertiary units, including the fixed film reactor, aeration tanks, final clarifiers and mixed media filters are expected to remove about 94% of the BOD5 and 94% of the suspended solids applied to them. The final effluent is expected to contain less than 5 mg/1 of BOD5 and suspended solids. The ammonia nitrogen content of the final effluent is expected to be less than 1 mg/1. Overall BODS removal is expected to be about 96% and suspended solids removal is expected to be about 97%. These removals are based on design strength and may vary depending upon the actual concentrations of BOD5 and suspended solids. I - 6-7 tdICROCILMCD BY JORM MICR+LAB U PAR PAPP'. • PCS MOINES f•Ii UIJI iL•[iU by JORM MICROLAB LLUAR RAPIJS AND uL' PLANT OPERATION AND MAINTENANCE It is estimated that the operation and maintenance of the plant will require a staff of 23 persons, as follows: Personnel Number Superintendent Assistant Superintendent Clerk -Typist Shift Foreman 4 Operator II 4 Operator I 4 Mechanical Maintenance Foreman 1 Maintenance Mechanic II 1 r Electrician II 1 Maintenance Helper 1 Laborer 2 Chemist 1 Laboratory Technician 1 Total Staff Complement 23 Job descriptions for the above personnel are included in Appendix E. The proposed titles and job descriptions vary considerably in content and format _. from existing classifications. Staffing at the existing water pollution control plant includes authorization for 16 employees. The staffing recommendation for the proposed plant includes authorization for 23 employees. An organization chart for the staffing of the new water pollution control plant is shown on Figure 15. The plant is going to be automated to a reasonable extent to insure expected performance and to minimize labor costs. However, the new plant will be much more complex than the existing plant and a larger work force will be required to operate and maintain it. The complexity of the new plant mandates more thorough education and training of employees compared to the relatively simple needs at the existing plant. Recommended staffing for sewer system and lift station operation and maintenance includes an additional seven employees. Titles and job descriptions for these employees are not shown. The Water Pollution Control Division will have a total of 30 employees under the recommended staffing. Completion of a Plan of Operation is required under regulatory guidelines. The Plan of Operation must be completed in detail by the time the proposed - facilities are 50% constructed. A portion of the Plan of Operation must be completed at the time plans and specifications are completed. The Plan will 6-8 rMICROFILMED BY DORM MICR#LAB I•ronn Fnr�ns . nrs �anlnrs Fi; 1. tiUi-ILALi) BY JURM 1.11CRULA6 at CLDAit RAVIJ� AND ULJ :'iv::IL:, .,,•, I ` 4 Urits, E.cd 3H . 165' . 10 51q Surface Area: 22,200 SF Velure; 1,663,000 Gals. S� - Laid: _ 113.513 iryd: 608 _ P 3J Rd: I,All Wtentian Tine - NIX, ---7 113.513 rqd: 2.05 ! 3] 'd: 1.21 Wil FLOW EQUALIIATION BASIN I U Units, Escn 11 NJ.44 mqd caa'F. 2 Units, Each 20- , 21 . 201 SWO Volure: 121 000 Gala, Detention Elm 133 iqd. 5.2 Min. Plant Puroe: 0 - M to Flo. ERuEqualinim Punta: 0 - 2I pd Tgtal Pu c...: 0 - 53 mod O Grit Re,o,el --. Plant 6 If.. EOu.111.1l.a Puot Ll `�— av[RRow I G ROW DIAGRAM -1- ENCLOSED STRUCTURES Scale In Fret _ fo 100 L.__ _ _ , FUTURE LIPANSION ERS I41CROf WILD BY 1 JORM MICR+LA13 CrflArr PAP!fl4 Pf5 F101:If$ IY ol-A,e.eRe Wily Fl.. RIBUTION� FINAL CLARIFIERS _ I i ® FILTRATION _ __ _ _ _ � BLOWERS 6 PUMPS PUMPi 1 AUP5 MINED "T : : MEDIA se.�1 FILTERS I ; 5 Un is, Each N. . JY . IU• SMI Surface Are.: 3,9q 9 m u,e: 5],760 CF Wetting Rete, of. 113.513 nqd: 2.44 ! 33 1d: 5,92 Lg , lon,n ng. A.rlequ Ped: 10,NfO Les.A0'dnr: 193 FI 5 P U.SIL.5Id:3md: atinn, Iq Return 41i,eted 5ludge, S ! 13.513 Nd: 9 4 Urdu sutale Volune: 4 30 Unit" Each • . IW . Snl.<e Area: I8,000 9 Volume: 2,605,000 Wla. I: peteotlan The - Hr..: E 13.513 me: 4,39 ! D iqd: 1.90 ODD, L..dlng. Amrwe Prd: 3,61q L6s.M.rhay: 10.11 kronie ea N I -Wing Pod: 2,313 L a.rWF/day: 6.51 O.,4. Reauir.e Pound, PPd:16,OOV Pon, neernar: F63. Pon, nanL: 1,000 Mi,ed LiQ.c, Wt. Itu NII: 4000 ma, Wt: 3,000 M, t. WSS Ratio: O.W. NEW WATER __ POetu�lnc�le OtNlYuo4oRl OI STR16U110N ERS DI )GRAM SCD S1RUC1URES RE EXPANSION MiLkUflLMED BY JURM MICRULAB LEUAk RAPIUS AND JL wiry Ron FINAL CLARIFIERS I 1 SLUDGE PUMPS 4U t., Each 115' Dia.. 14' SFO Surlwe Area: 41.52] SF Vdlnm: 11,355,006 Gals. SSR -,Ie. P 13.513rod: M P y rod: M DeLee Llan lire -Nr s.: P 13.513 md: 7.73 • 33 ryd: 3.17 Solids Loading - Psld: P 13.513 yd: 16.2] Or 33 rqd: M.]] ION 6 Uniryts, Eacuh ni14.' . 65 ' G ari Sufs. Area: 5.4 F bolicedon Rate. ose P0.513 BmL]I 241 16 { I tl P3De lS units):: SW2 ADMINISTRATION A 9U IBLUI AGPT Yi silo, Parsing RENTAL DWELLINGS TO BE — VACATED OR 40YED 7 u Unit., Eam 25' , 00' . 0' 9'135 Vud Area: 6 000 SFVolvo: 306,000 WI{. Tied - MinuteP 13.513 rod:30.35 No�� a 33 rod: IS.TI bvol w5 Units, ech 24• . ST SWD rbce 'Ale ],Poq A :]60 Cr Writing Rete, gsfe; P 13.513 rya: .41 133 rya: 5.07 BOG, Lomding, Average Lhs.6 Yf/Jnr IU, 1193 Ellluenl &circulm'^ 19 13.513 nod: Iq "t",, AcbrtlM Sludge, S A 13.513 mod: 50 4 Unil{, Eem 3Y . 150' , EO' SFO Sur lam Area: I8,000 Sr Volvre: 2,G06,000 Gels. 1360,000 CF) klmlien Tire - N,s.: g 13.513 Id: ri P SI rye: 1.96 UlG, Loading berage Ppd: 3.610 Leg•,4CDdey: 10.11 4.mia, as N, Loading, Avernoe To: 2,343 Line. W/ds,: 6.51 igen Regulred, Pounds Ppd: ii PON, amrw; WT Rh, pens.: 1.000 41.w 1.1 131 0.d. It" rg/I: [,000 4lYS}, rgri: 3.000 RIG, Id M.SS Petiu: D.6 NO And Susoended Solids R,m,.l E➢4P31L Dke sn.p .Sal idS Ra. Paam.aer 15,4N :6,401 Primo[ Effluent Ip,40p 10,5]0 rine) [)fluent E62 552 prewll Pmdrel !G.5 f 41.9 S iNN Rnn,nl Pwnds Ra. auly.ate, 3,1$ Ileal Ellluenl IID Nal.11 Rm. ,.l !6.5 S E115TING 0WELLING n Not.: SOLIDS NAKED INGG DATA I 5109. Milken... 2 Unit., Eam 2'A SF in are. Loedinv - Lias. of wlids per day: 6,030 Loading - P.SFh: I Line I.ealmnl Cents" Ln10 ! 2 Unila, 15E.0D 10' , 10' . 10' SNI Yolum: 15000 Gab. Solld, loadiro. pod, average: 25'B0p bldg. lotlino, Pod, per.: 55,900 Sludge rolurc, gpd, ereragv: ]5,000 Sludge 1. sm, god, peak: 165,000 Delemtidn Tim - Nan Arere Dai Pres Kill ly Ione ..1 11: 2.4 Ione unit): 1.1 T,vet.d Sludge lbldbg Tank{ 5 Uel X. Eam 1q' a W1 ..'0' SAID Volume: 1 A0, 000 Gel.. Detention 71mdrys, ...rage: 16 Detention Tim,, deg.. peak: 7.3 ril ter Press 1i One unit - 56,00) les. salid, In, 0 hour mut Pr Daum 50% c.e. E 4 - IN wlid, in )meted {lady.. i NEW WATER POLLUTION CONTROL PLANT IOWA CITY. IOWA FIGURE 14 t MICROFILMED BY 1 JORM MICR+LAE3 CrDAP PAP@S • DFS MOINES 6iI itUFlLMED BY JORM MICROLAB CLUAR RAPIDS ANU JLS include details of plant operation, programs for operator training and scheduling of training and emergency operation procedures. Prior to construction of the new plant, Iowa City should adopt personnel management practices that will result in upgrading existing personnel and _ hiring of new and replacement personnel with the objective of obtaining and maintaining a staff that meets the qualifications outlined by the new job descriptions. The City may also want to review its salary structure. Competition for qualified sewerage system operation and maintenance personnel is rapidly increasing and, with this increase, salaries are increasing at an equal pace. Operation and maintenance costs for the treatment facilities have been estimated using the EPA publication "Guide to Cost -Effective Wastewater Treatment Systems." The operation and maintenance costs were determined on the basis of cents per thousand gallons of wastewater treated and represent total plant costs. The following is a breakdown of the estimated operation and maintenance per unit costs for the treatment works: Operation and Unit Maintenance Cost -- (Cents/1,000 gallons) Preliminary Treatment 0.8 Raw Wastewater Pumping 1.0 Primary Sedimentation 1.2 Fixed Film Reactor Pumping 1.0 Fixed Film Reactor 1.0 Aeration Tanks (Nitrification) 3.5 Final Clarification 1.5 Filtration Pumping 0.8 Mixed Media Filtration 3.5 Disinfection 1.3 Sludge Stabilization and Dewatering 6.0 Sludge Disposal 11-9 TOTAL 23.5 Assuming operation of the treatment works at an average daily flow of about 7 mgd, 365 days per year, the annual operation and maintenance costs are -" about $600,000. These are present-day costs. Operation and maintenance costs can be anticipated to increase by the time the new treatment facilities are operational. - 6-9 MICROFILI•I[D BY JORM MICR+LAB CF!lAR NAPI!1S OFS ! OINIF tliucWtiLALU BY JORM MICkULAb LLUAk RAPIU�, ANU DESIGN OF CORRIDOR SEWER SYSTEM AND OUTFALL SEWER The corridor sewer system and outfall sewer have been sized for hydraulic ., flows anticipated by the year 2030. The location and size of the outfall sewer shown on Figure 12 is for general planning purposes only. The outfall sewer is tentatively sized as 66 -inch diameter pipe. The sewer size is subject to revision when the sewer system evaluation survey is completed and design surveys are conducted. The size and routing of the corridor sewer system (shown on Figure 12) is as established on present plans and specifications. The plans and specifications have been submitted to IDEQ for review and approval. The corridor sewer system includes pipe varying from 24 to 54 inches in diameter. The corridor sewer system has been sized to convey flows from maximum development of the tributary areas, including extraneous flows from sources determined by cost-effectiveness analysis to be non -rehabilitative. The cost-effectiveness analysis has been completed as part of the sewer system evaluation survey. The portion of the corridor sewer system planned for immediate construction has been sized to carry all flows tributary to the East Side Trunk Sewer and all flows in excess of the capacity of the West Side Trunk Sewer. Both the East and West Side Trunk Sewers will continue to be used. The East Side Trunk Sewer will function as a lateral sewer system to convey flows from existing services to the new sewer. The West Side Trunk sewer will carry dry weather flows from Service Areas 11 and 12. The existing sewers will be used until such time as they are completely non -serviceable. The design flows and pipe sizings are as follows: CORRIDOR SEWER DESIGN Location Design Flow Pipe Size (mgd) (in. -dia.) 6.35 30 North of I-80 To Taft Speedway and North Dubuque Street 8.21 33 36 To Kimball Road and North Dubuque Street 9.60 36 To Water Treatment Plant 10.25 12.53 424 To Iowa Avenue To Water Pollution Control Plant 2.28 28 54 27 River Street to Crandic Railroad 4 Crandic Railroad to First Manhole South 24 of Iowa Avenue 4.50 9.07 33 Iowa River Siphon 6-10 141CROF ILI•ILI) BY JORM MICROLAB C MR PAPPD. z1011ffS I•I10(0i ILMLU BY JORM 141CROLAb • CEUAk RAPIDS A1iU L)L'� PLANT CITY COUNCIL CITY MANAGER DIRECTOR OF PUBLIC WORKS SUPERINTENDENT (1) CLERK TYPIST(1) ASSISTANT SUPERINTENDENT (1) I SEWER SYSTEM AND LIFT STATIONS SHIFT FOREMAN MAINTENANCE (4) FOREMAN (I MAINTENANCE OPERATOR 2 MECHANIC 2 (1 (4) OPERATOR 1 HEIPEpNANCE (I (1) NUMBER OF POSITIONS LABORERS ELECTRICIAN 2 (I • i TOTAL EMPLOYEES (1) ORGANIZATION CHART PROPOSED WATER POLLUTION CONTROL PLANT IOWA CITY, IOWA FIGURE 15 t;. ` •°^� MICROFILMED BY JORM MICR+LAB fFRAR FAPIDS DrMOP07,S !'!i L1Wr IL Lu BY JORM IdICROLAb I, LJAk RAY IUB ANU JLC .�U!:c..., ..:^. There is not a feasible alternative to construction of the corridor sewer system as proposed. The existing East and West Side Trunk Sewers are overloaded under all weather and groundwater conditions. There is no other possible routing for the proposed corridor sewer system. The routing of the sewer system will follow the Iowa River valley similar to the routing of the existing East and West Side Trunk Sewers. The following factors were considered in the design of the corridor sewer system: 1. The physical survey made during the sewer system evaluation survey and previous investigations indicate the physical condition of the East and West Side Trunk Sewers. Both sewers were built toor in segmelt is beginning about 60 years ago. Both are in p extremely difficult to pull sewer cleaning equipment through them. J Many joints have failed due to deterioration of jointing material during the long period since original construction. In 1969, it was impossible to clean the sewers due to misalignment and/or debris in the sewers. Some of the debris has been identified as broken concrete and vitrified clay. During the physical survey, mentioned previously, debris was found and included lime sludge, sand, gravel, rags and cinders. Manholes have been found to be in poor condition. The sewers have surcharged from time to time, even during dry weather. The Dubuque Street lift station has reached its hydraulic capacity. Exhaustive efforts were made to negotiate a scope of services and a price for cleaning and televising reaches of the existing trunk sewers. However, such efforts were unsuccessful. With huce sone company,arges the combination of the need for pumping _. the apparent physical condition of the sewers resulted in exorbitant unit prices. Another company which quoted a price proposed only to televise the unwetted perimeter of the sewers and excluded any pumping from its scope. Thus, cleaning and televising was eliminated from further consideration with the concurrence of EPA. It is believed that the comments herein, without the results of closed circuit television, justify the construction of the corridor sewer system and government participation in the cost of the improvement. 2. The East and West Side Trunk Sewers are located in densely urbanized areas of Iowa City. Space to build a future relief sewer, in addition to the proposed corridor sewer system, is not available. Growth in the areas served by the corridor sewer system will be limited to the capacity of that sewer. 6-11 1110101 Iu4ED BY JORM MICR6LAB Cf DA.11 fAl`�T MC Lml�ars Miul(01-ILMLU by JOkM 1.1100LAb I.LUAI< kAe lug Aiu) JL� �,­',:.. , 3. The corridor sewer system has been sized for flows expected 50 years in the future. It is believed that the design capacities of the proposed corridor sewer system are reasonable considering that additional space in the core area of Iowa City is not available for paralleling the corridor sewer system in the future. Appen sewerdix systtem. this Tablesreport andincludes thethe c mputationscomputations describedthe as followscorridor 1. Table 4 shows the base design flow calculated for each major reach of the proposed sewer. The base flows shown in the last column of Table 4 reflect maximum hourly water usage. The base design flows from various sources are dependent upon documented water usage for presently developed areas and estimated future water usage for presently undeveloped areas. Table 4 reflects peak dry weather flow in each reach based on water usage. No infiltration/inflow is included. 2. Table 5 shows peak hourly flow.from each major reach of the proposed sewer, including extraneous water not considered cost-effective to remove. Removal of inflow, except for that from footing drain tile, is cost-effective. Removal of infiltration resulting from joint leakage and other miscellaneous defects is generally not cost-effective. Therefore, Table 5 includes allowances for joint leakage and other miscellaneous sources of infiltration plus the flow from footing drain tile. In addition, an allowance is made for residual infiltration/inflow, shown in Column 4 of Table 5. The figures in Column 4 represent approximately 10% of all of the existing infiltration/inflow into the reaches of the existing sewer system found during the sewer system evaluation survey. Experience has shown that removal and rehabilitation programs throughout the nation have been not more than 90% effective. Therefore, it is prudent to include about 10% of the existing infiltration/inflow, intended for removal, in the design flows used to size new sewers. For Reaches 1 and 2, now undeveloped, a minor allowance has been made to accommodate unforeseen infiltration/inflow. The computations relative to base design flows are in accordance with the guidelines of the Iowa Department of Environmental Quality entitled "Iowa Standards for Sanitary Sewer Systems" dated September 6, 1977. 6-12 MICROf MID By JORM MICR(�LAB f�M�� prd'I^'. • '1FS 'd0I'If5 K li,KUi iLAL.0 by JORM MICkOLAii CEL)k RAPIu:, ANU At �- Infiltration allowances used in computing design flows are substantially the same as those set forth in the infiltration/inflow analysis. The computations are based upon removal of inflow except for that from footing drain tile. Footing drain tile flows are based on the results of the civic survey and the footing drain tile testing program. As discussed previously, an allowance has been made for residual infiltration/inflow. Design populations are in accordance with the data furnished by the Department of Community Development. Land use identifications are also in accordance with the projections furnished by that Department. Future domestic flows are based on 100 gpcd in accordance with IDEQ guidelines. Flows from existing residential areas are based on documented water use figures. Flows from the various University buildings reflect the data set forth in the report by Shoemaker Consultants in September, 1976. Adjustments in flows from the various buildings recommended in the Shoemaker report have been included in the design of the corridor sewer system. Allowance has also been made for future planning for the University Hospital. In addition, existing flows from all University buildings have been increased by 25% to account for future expansion. This figure was set forth in the University's study of water treatment plant sludge disposal prepared by Shive-Hattery & Associates. The computations are based on the routing of the major portion of the anticipated future flows from the Center Sewer System of the University to the Iowa River Siphon. This will eliminate future surcharging of the (Jest Side Trunk Sewer south of Iowa Avenue. In accordance with the IDEQ guidelines, we have sized the corridor sewer system to convey design flows at a depth of flow not to exceed 75% of the diameter of the sewer. The corridor sewer system will originate at the existing water pollution control plant. The sewer will be constructed in Capitol Street, from the _. plant north to Prentiss Street; in Prentiss Street west to Madison Street; in Madison Street north to a point north of the municipal water treatment plant; then north along the east bank of the Iowa River to Dubuque Street; and then north in Dubuque Street to Taft Speedway. This portion of the sewer is proposed for immediate construction. The North Dubuque Street lift station will be abandoned upon completion of the corridor sewer system. 6-13 I4ICRO(ILMEO BY -.. DORM MICR4�LAB Vti 1. illJi ILMLL) by JOHM MICkOLAb CGUAR kAVIU� ANN In the future, the sewer will be extended west in Taft Speedway and north along the Iowa River to a point north of Interstate 80. Timing for construction of this reach of the sewer will be given further consideration in Section 2 of the Facility Plan report. The corridor sewer system will also intercept flows from the existing West Side Trunk Sewer. A segment of the system will extend west along Iowa Avenue from Madison Street to the Crandic Railroad, then northwest, parallel to the railroad, to Riverside Drive. A siphon will be constructed under the Iowa River. The sewer will extend north in Riverside Drive from the Crandic Railroad to River Street, and south from the railroad to Iowa Avenue. Wet weather flows from the University's Center Sewer System will be diverted north in the existing West Side Trunk Sewer to the corridor sewer system. The corridor sewer system will receive all flows from Service Area 10 and the north portion of Area 11. The downstream reach of the existing West Side Trunk Sewer will continue to convey flows from Service Area 12 and the south part of Area 11. At such time as reaches of the West Side Trunk Sewer fail, the flows from the University's Center Sewer System can be diverted to the corridor sewer system on a continuous basis. ENVIRONMENTAL IMPACTS OF THE SELECTED ALTERNATIVE There will be both primary and secondary impacts on the environment resulting from the construction of the new water pollution control plant. Primary impacts will be directly related to construction activity and operation of the plant and equalization basin, the outfall sewer and the corridor sewer system. Secondary impacts are related to effects of the project on land use and population growth in the study area. Primary Environmental Impacts - Construction will result in alteration of the existing land form at the plant site. The equalization basin will be constructed on level ground and enclosed with a berm on the north part of the site. The plant units will be designed and arranged to be compatible with existing development and agricultural land use in the surrounding area. Site Acquisition - There are rental dwellings located on the south part of the plant site and two dwellings located about 400 feet north of the site. These will be purchased as a part of site acquisition. Site acquisition will be in accordance with Public Law 91-646, The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 and other applicable statutes. Relocation will include six households with a total of nine persons. The dwellings will be acquired to conform to IDEQ requirements which specify a minimum separation of 1,000 feet between an existing occupied dwelling and a new water pollution control facility. After acquisition of the site 6-14 171 CROI"I LMEO BY JORM MICR#LAB (FDAR I'ArIn' • 1IS MOVIES MIL-Wl 101LU by JORM MICROLAb CLUAR RAPIW XiD JL:, ._.. and the dwellings, the nearest residences will be a minimum of 1,000 feet away from the equalization basin and plant structures. The equalization basin and treatment plant will be visually screened from Sand Road by landscaping. Plant structures and the basin will be located a minimum of 150-200 feet from the Sand Road right-of-way. Plant construction should not affect the value of surrounding properties. Principal land uses of immediately surrounding properties are agriculture and mineral extraction. Properties located in the vicinity of the existing treatment plant are anticipated to increase in value after the abandonment and removal of that plant. Geology and Soils - Except for the immediate project sites, geology and soils in the planning area will not be affected. The plant site is believed to include some sand and gravel deposits. Soil erosion during construction should be minimal. The plant site will be developed in conformance with existing Iowa City ordinances relating to erosion control. The plant site will be seeded, sodded and landscaped after construction to control erosion and to improve appearance of the site. Soil borings will be made at the plant site to insure that it is useable before purchase and start of plant design. Water Quality - As discussed previously, the project will improve water quality and the aquatic biota of the Iowa River. The project will not affect groundwater quality in the study area. The equalization basin will be watertight to eliminate percolation of sewage into the soil. The existing water pollution control plant will be maintained in operation until the new plant is completed. There will be no bypassing of raw sewage from the existing plant as a result of the project construction. Figure 3 shows the location of wells in the study area. Any pollution of the Iowa River caused by overloaded and combined sewers will be eliminated. Vegetation - The existing trees at the south end of the plant site will remain. There is little vegetation on the remaining part of the site. The site will be landscaped upon completion of plant construction. Removal of vegetation along the outfall sewer route is anticipated. The vegetation that will be removed is of little aesthetic or other value. Air Quality - The project sites will be cleared with heavy construction equipment and the debris removed to the Iowa City landfill site. Minimal burning of debris may be required. Such burning, if necessary, will comply with state and local air quality regulations. Incineration will not be used at the new water pollution control plant. 6-15 141CRaf Iu4Cn 0Y DORM MICR+LAB rranu i?MID° • ']FS MOVIF5 P1 i i,iWi 1L71�U by JOR11 MICROLAb CLUAH kklbI AkI uu -iu)- " , Some odors may periodically be produced as a result of operation of the new plant. Odor will be minimal due to the type of treatment process and should not be noticeable beyond the plant site. Occasionally, some odor from the plant may be noticeable along Sand Road. Prevailing winds are from the southern quadrant during the summer months and any odors from the plant would generally be carried north. Noise - Above -normal noise levels can be anticipated due to operation of heavy equipment at the project sites during construction. Noise from the operation of the new water pollution control plant should not exceed an average of 30 decibles. Environmentally Sensitive Areas - No significant negative impact is foreseen on environmentally sensitive areas in the study area. In the future, the corridor sewer system will be extended north along the Iowa River to serve tributary areas north of Interstate 80. Construction of this sewer along the bluffs bordering the river could result in some alteration of an environmentally sensitive area. Construction of the upper segment is not anticipated for several years. The corridor sewer system along North Dubuque Street will be constructed in limestone outcroppings. Trench excavation for the sewer will be by mechanical means. Blasting will not be used. The project will have no significant negative impact on the aquifers, floodplain and floodway of the Iowa River. Existing vegetation, natural features and historical and archaeological sites will not be negatively impacted. The project will improve overall water quality and eliminate violations of effluent standards establishes for the Iowa River by IDEQ. Secondary Environmental Impacts - About 65 acres of farmland will be acquired for the equalization basin and the water pollution control plant. This land will be permanently lost to agricultural production. Easements will be obtained for those reaches of the outfall and corridor sewers not located in public right-of-way. Construction will temporarily disrupt established traffic patterns on existing streets. The project will have a positive impact on the density and pattern of future land use. Land use planning in Iowa City has been based on the premise that the City will have adequate sewerage system facilities to meet existing and future growth demands. It is anticipated that construction of the water pollution control plant at the proposed site will encourage orderly growth of Iowa City outward from developed areas and minimize "leap -frog" development south of the City. 6-16 ry M1001 Lwf.D By JOR M MIC RBL A B U IAP. VAPID, SCS MDI,11 r4iL'WrILi'1LU BY JORM MICROLAB CLUAR RAPIDS AND JLS Irreversible and Irretrievable Commitments of Resources - The equalization basin will be constructed of earthen materials, which, although committed for the life of the project, could be reclaimed for other uses. Structures, which will be of concrete, sand, gravel, steel, plastic and other materials, include resources which are essentially irretrievable. The land used for the project is retrievable and could be used for other purposes. The expenditure of manpower, fuel, chemicals and energy during construction of the project and in the operation and maintenance of the new plant are irreversible and irretrievable commitments of resources. The project will not curtail, but will enhance the future use of water resources. Implementation of the proposed plan will commit the present generation to the intended purpose U of the project during its design life. However, this will not prohibit future generations from devising and using different methods of wastewater disposal, including the disposal of wastes without the use of water as a transportation vehicle. M Short and Lona -Term Environmental Productivity - The proposed plan will provide adequate sewerage facilities to meet both short and long-term needs, to improve water quality, and facilitate planned growth of the study area. There will be some very short term disruption of the environment in the construction areas. Removal of agricultural land from production will decrease long-term agricultural productivity but will be inconsequential in magnitude. 6-17 MICROf ILMED BY JORM MICR6LAS CEDAR RAP19'q . DfS MOINES 14ILi(W ILMLU BY JORM MICROLAb LLLAk RAPIJS AND JL'' PART 7 - IMPLEMENTATION INSTITUTIONAL RESPONSIBILITIES The City of Iowa City has the legal authority and financial capability to construct and operate the proposed water pollution control plant and the sewer system improvements. Appendix I includes copies of the following resolutions: 1. Resolution of intent passed by the City Council to construct and operate the proposed facilities. 2. Resolution that Iowa City will continue sewerage service to the City of University Heights along with a copy of the present service agreement. 3. Resolution passed by the City Council indicating that the City will contract with University Heights for sewerage service in the future and that revenue rates for University Heights will be set in accordance with EPA guidelines. 4. Resolution passed by the City of University Heights stating that it will contract with Iowa City for sewerage service at rates set in accordance with EPA guidelines, and that University Heights agrees to allow Iowa City to perform infiltration/inflow rehabilitative work on public property in University Heights that is cost-effective. The resolutions discussed in items 3 and 4, above, both contain clauses which provide for the agreement to be finalized at the time user charges are established. i IMPLEMENTATION SCHEDULE t The schedule for implementing the improvements proposed in this report, completion of the sewer system evaluation survey and report, completion of Parts 2 and 3, Section 2, of the Facility Plan, and implementing the improvements proposed in Parts 2 and 3, Section 2, of the Facility Plan is presented in the following tabulation: 7-1 141CROFILIIED BY JORM MICR+LAEI f.f D7�I7 P,1P 1!15 P!'$ MOl!16 F1iLiNFILMLO BY JORM MICROLAB LLUAR RAPIuS AND ULi Item Completion Date Plans and Specifications for Corridor Sewer System May 01, 1978 Section 1 of Parts 2 and 3 of the Facility Plan June 01, 1978 Public Hearing on Section 1 of Parts 2 and 3 of the August 01, 1978 ~ Facility Plan Sewer System Evaluation Survey Field Work September 01, 1978 Regulatory review of Section 1 of Parts 2 and 3 of the Facility Plan; plans and specifications for Corridor Sewer System; Step 2 grant for Water Pollution Control Plant and Step 3 grant for August 15, 1978 Corridor Sewer System Sewer System Evaluation Survey Analysis Reports November 01, 1978 Contract Award - Corridor Sewer System October 01, 1978 r Section 2 of Parts 2 and 3 of the Facility Plan January 31, 1979 Public Hearing on Section 2 of Parts 2 and 3 of the April 01, 1979 Facility Plan Regulatory review of Section 2 of Parts 2 and 3 of the Facility Plan and Step 2 grant for recommended June 01, 1979 r additional trunk sewers Construction of Corridor Sewer System April 01, 1980 Plans and specifications for Water Pollution Control _ Plant and Value Engineering; plans and specifications for additional sewers recommended in Section 2 of Parts 2 and 3 of the Facility September 01, 1980 Plan Regulatory review of plans and specifications - Step 3 November 01, 1980 Water Pollution Control Plant and grant Regulatory review of plans and specifications for November Ol, 1980 additional sewers and Step 3 grant Contract awards for Water Pollution Control Plant February 01, 1981 and additional sewers Rehabilitation of Existing Sewer System February 01, 1982 Construction of Additional Sewers February O1, 1982 February O1, 1982 Plan of Operation Construction of Water Pollution Control Plant February O1, 1983 The project completion schedule is shown graphically on Figure 16. 7-2 MICROFILMED BY DORM MICR¢LAB CI"0AP PAPIM . DFS !101418 w r y 1116(0F ILMED by JORM 111CROLAb 1977 SOn N D J SSE$ FIELD WORN 1978 ANALYSIS REPORT • LEUAR RAPIDS AND JLC 1979 1980 1981 PLAN REYIEN SECTION I FACILITY PLAN AUTHORIZATION FOR ENGINEERING DESIGN - NATER POLLUTION CONTROL PLANT (STEP 2 GRANT APPROVED) I I SECTION 2 FACILITY PLAN PLAN REYI EN AUTHORIZATION FOR ENGINEERING DESIGN - TRUNK SEVER SYSTEM AlO AEHABILITAIION PROJECTS (STEP 2 GRANT APPROVED) N a CORRIDOR SEVERS PIAN REYI EA CORRIDOR SERER PUNS S SPECIFICATIONS COMPLETED AUTHORIZATION TO RECEIVE BIOS (STEP O GRANT APPROVED) 7 AWARD OF CONIRACIS CORRIDOR SEWER PLAN REVIEW PLANS AND SPECIFICATIONS - NATER POLLUTION CONTROL PLANT PLAN REVIEW PLANS a SPECIFICATIONS -TRUNK SEWER SYSTEM PLAN REVIEW PLANS A SPECIFICATIONS REHABILITATION PROJECTS I I CORRIDOR SEVER CONSTRUCTION I AWARD OF CONTRACTS . WATER POLLUTION CONTROL PLANT AUTHORIZATION TO RECEIVE BIDS (STEP O GRANT APPROVED) AUTHORIZATION ID RECEIVE BIDS 1— (STEP S GRANT APPROVED) AUTHORIZATION TO RECEIVE BIDS (STEP S GRANT APPROVED) I -^ I NATER POLLUTION CONING AWARD OF CONTRACTS�TRUNK SEWER SYSTEM CONSTRUCTION SEWER SYSTEM CONSTRUCTION :WA SEWER SYSTEM I ANAND Of CONTRACTS REHABILITATION REHABILITATION PRDIECTS OF EXISTING SEWER SYSTEM I NATER POLLUTION CONTROL PLAN OF OPERATION m 1977 1978 1979 1980 1981 PROJECT COMP PROPOSED WATER POLLUTIO IHICROFILIIEO BY JORM MICR+LAS CEDAR P.APM • DFS MOWS MiOWi ILMLO BY JORM 1.41CROLAB LEDAR RAP[uD AND JLC �•I��:�_, .. 1978 1979 1980 1981 1982 1983 11 D J F I M I A I M I J I J I A S 1 O N 1 D J F M A M JJ A S O N I D J F I M I AIM I J I J I A S JOIN I D J F M I AIM I J I J I A S O IN I D J F M I A M J I J A S O N D J F ANALYSIS REPORT ELD BORK PLAN REVIEW IF AGILITY PLAN AUTHORIZATI OX SIR ENGINEERING DESIGN - WATER POLLUTION CONTROL PLANT (STEP 2 GRANT APPROYED) ECIION 2 FACILITY PLAN PLAN AEVIEw AUTHORIZATION FOR ENGINEERING DESIGN - TRUNK SEWER SYSTEM AND REHABILITATION PROJECTS (STEP 2 GRANT APPROVED) PLAN REVIEW —7 PLANS AND SPECIFICATIONS - WATER POLLUTION CONTROL PLANTAUTHORIZATION �— TO RECEIVE BIOS (STEP 3 GRANT APPROVED) PLAN REVIEW AUTHORIZATION TO RECEIVE BIOS - PLANS A SPECIFICATIONS -TRUNK SEWER SYSTEM ~ CORRIDOR SEWERS (STEP 3 GRANT APPROVED) PLAN REVIEW PLAN REV TEM ANS L PLANS K SPECIFICATIONS AUTHORIZATION TO RECEIVE BIDS VPLEfED 77 REHABILITATION PRDIECTS (STEP 3 GRANT APPROVED) AUTHORIZATION RECEIVE BIOS (STEP3GRANT APPROVED) IAWARD OF CON71ACTS CORRIDOR SEVER I I CORRIDOR SEWER CONSTRUCTION I AWARD OF CONTRACTS _ NATER POLLUTION CONTROL PLANT AWARD OF CONTRACTS TRUNK SEWER SYSTEM • AWARD Of CONTRACTS REHABILITATION PROJECTS WATER POLLUTION CONTROL PUNT CONSTRUCTION I IRUNX SEWER SYSTEM CONSTRUCTION 1 I Of EXISTING SEWER SYSTEM WATER POLLUTION CONTROL PLAN OF OPERATION 1978 1979 1980 1981 1982 1983 PROJECT COMPLETION SCHEDULE PROPOSED WATER POLLUTION CONTROL PLANT IOWA CITY, IOWA FIGURE 16 MICROf ILMF.D BY JORM MICR+LAB CCDM? PAPIIVS • I)F5 MOINES a H N 1 m w H N!L,<urILALu BY JORM MICkuLAB LEJAd kAY I J:, ANU JLC .. FINANCING OF SEWERAGE SYSTEM IMPROVEMENTS Methods of Financi Sewerage system improvements may be financed by one or a combination of the following methods: Cash or securities accrued from past earnings of the sewerage system may be used to pay for improvements. General obligation bonds supported by tax levy may be used to finance sewerage system improvements. General obligation bonds issued for sewerage system improvements do not require voter approval. Municipalities are limited by state law as to the amount of general obligation bonds outstanding. This amount cannot exceed 5% of the total property valuation. Based upon current estimates, the total valuation of the City of Iowa City is approximately $466,467,000 plus monies and credits. This results in a general obligation bonding limit of about $23,325,000. General obligation bonds can be issued for a period not to exceed 20 years. Revenues sometimes may be used for retiring general obligation bonds. Iowa City has used this method in the past. Sewer revenue bonds may be issued in anticipation of income from sewer service charges collected in accordance with rates established by ordinance. Revenue bonds are entirely self-liquidating with debt service payable from system revenues. Revenue bonds accrue no general tax liability or obligation. Revenues must be sufficient to pay costs of operation and maintenance plus debt service. Financial soundness of the utility is the governing factor in determining salability of revenue bonds. Revenue bonds in Iowa City for identical periods of issue, will always command a — higher interest rate than general obligation bonds. This is the reason that Iowa City has sometimes issued general obligation bonds in the past but used revenues from utilities to retire the bonds. To make sewer revenue bonds an attractive investment, net annual earnings after deduction of operating expenses should be about 1.5 times the annual principal and interest payment. The surpluses which accrue can be used for capital improvements. Sewer revenue bonds can be issued without voter approval. Revenue bonds may be issued for any reasonable period; issues in Iowa are generally for 20 years. In the past, Iowa City has issued revenue bonds for periods of 30 years. Special assessments may be used for financing sewer improvements. An assessment against a property cannot exceed 25% of the value of the property with the improvement in place. The excess over 25% of the value is a deficiency and must be paid from other sources, usually general obligation bonds. 7-3 I41CRUILMED B1' JORM MICR6LAB fiTN: RAPD°. �6 I•IO RRS HlwOii iLALIJ BY JORM MILROLAB LLUAX RAPIL)i ANO OLI >iv.liL. , Grants from EPA and the State of Iowa can be expected to provide funding for 80% of the eligible project costs. Grants from EPA will be for 75% of the costs and grants from the State of Iowa will be for an additional 5%. Improvements recommended in this report are eligible for EPA and state grant funding. EPA and state grant funds are administered through IDEQ. The portion of the project costs eligible for grant funding is determined by IDEQ and EPA after planning is complete. INDEBTEDNESS In planning the financing of future improvements, present indebtedness must be considered. General obligation bonds outstanding in Iowa City, as of June 30, 1978, total approximately $5,966,000. This amount is the composite debt outstanding on bonds issued for a variety of public improvements including sewers, street and bridge construction, park improvements, public library and water treatment plant improvements. The total includes principal amounts outstanding on 14 separate bond issues dating back to 1959. All of the outstanding general obligation bonds are scheduled for retiree mnt by has FY 1989. With $5,966,000 general obligation bonds outstanding, an existing additional bonding limit of about $17, 58,0000. bonds The bondiretired limit will increase in the future as existing general and total property valuation increases with new developments. Sewer revenue bonds outstanding total about $1,295,000. This amount is the composite debt outstanding on two separate sewer revenue bond issues of 1965 and 1966. Both of these bond issues are scheduled for retirement in FY 1995. A summary of sewer revenue bonds outstnading is included in Appendix J. SEWER SERVICE CHARGES Sewer service charges in Iowa City are based on water use in accordance with the rate structure established in the Municipal Code. The Municipal Code provides that all customers within the corporate limits of the City shall pay a uniform rate of $0.27 per 100 cubic feet (CCF) of water consumed. The Code also provides that customers located outside the City limits shall pay a sewer rate of $0.54/CCF of water consumed. 7-4 141CROI nwr.m BY DORM MIC RWL A B rrnt,P enr!al nrs worirS Fli aUt iLM U by JORM MIMLAb LtDAK kArlU�) Au A surcharge is provided for any sanitary sewer users who discharge wastes with BODS in excess of 400 ppm. This rate is determined by resolution of the City Council based upon analysis of the waste strength of the individual user. The present user charges are in compliance with the EPA guidelines which require that where treatment and collection facilities are primarily flow dependent (if BODS, suspended solids and other pollutants discharged by all users are approximately equal) then user charges should be based on a uniform rate per volume of water used and/or discharged to the sewerage system. The existing sewer rental rates for Iowa City and customers outside the City of $0.27 and $0.54/CCF, respectively, will be subject to adjustment in the future to reflect project costs and alternate methods of financing. If revenue bonds are used to finance the project, University Heights user charges would be the same as for other customers. If, in addition, general obligation bonds are used, the user charges in University Heights should be adjusted to account for project costs financed by general obligation bonds of Iowa City. Also, rates for the University of Iowa should be similarly adjusted. If revenues are used to retire the general obligation bonds, no adjustments need be made. PAST REVENUES AND EXPENSES Past revenues and expenses of the Sewer Revenue Fund for the last five years are shown in Table 5. Sewer revenue includes the amounts received from users in Iowa City and University Heights, and from the University of Iowa. In FY 1977, Iowa City accounted for about 67%, University Heights about 3%, and the University of Iowa about 30% of the sewer rental revenue. Sewer revenues shown in the table are from annual financial reports of the City. Operating expenses include costs related to operation and maintenance of the wastewater treatment facilities, pumping stations and sewer system. Also included are direct supervisory costs for the sewerage system facilities plus administrative costs for accounting and billing charged to the Sewer Revenue Fund. Table 5 shows that operating expenses increased by about 60% over the five-year period from 1972 through FY 1977. Debt service costs include the principal and interst payments on the $850,000 revenue bond issue of 1965, the $900,000 revenue bond issue of 1966 and the $1,000,000 general obligation bond issue of 1970. Bond reserve funds are transfers from the Sewer Revenue Fund to maintain reserve funds required by the revenue bond ordinances. Capital outlay expenses are for recurring improvements and extensions to the sewerage system financed from revenues. Table 5 shows a negative revenue balance for the period 1972 through June, 1975. Revenues exceeded expenses in FY 1976 and FY 1977 following an increase in sewer rates. 7-5 ' = o-ncaur(uaul BY DORM MICR6LA9 iF pAll pAr(nc tl(t !401:9fC MiLkO( ILI'ILD BY JORM MICkOLAB CEJAK kAVIJ'� AND JL'J•- IOWA CITY, IOWA FACILITY PLAN - PARTS 2 6 3 - SECTION 1 TABLE 5 - PAST TRANSACTIONS - SEWER REVENUE FUND EXPENSES Operating Expense: 1972 1973 1974-75** FY 1976 FY 1977 REVENUE $242,315 $254,517 $175,545*** $199,749*** $250,520 Sewer Rentals:* IowaCity$360,703 36,000 $362,625 $525,593 $479,775 $511,560 University Heights 18,561 18,278 29,660 25,251 143,976 23,329 231,169 University of Iowa Sub -total 82,664 $461,928 88,120 $466,023 130,813 $686,066 $649,002 $766,058 Other: Interest on Securities $ 27,540 $ 28,258 $ 34,316 $ 17,543 $ 15,240 Miscellaneous 1,026 1,432 64,714 6,348 15,651 30,891 Sub -total $ 28,566 $ 29,690 $ 99,030 $ 23,891 $ TOTAL REVENUE $490,494 $495,713 $785,096 $672,893 $796,949 rn ( )Indicates negative number. EXPENSES Operating Expense: $234,678 $245,227 $548,514 $349,188 $374,970 Capital Related Costs: Debt Service $242,315 $254,517 $175,545*** $199,749*** $250,520 Bond Reserve Funds 36,000 36,000 42,000 89,987 36,000 11,526 Capital Outlay 38,905 15,436 77,911 8,609 $298,046 Sub -total $317,220 $305,953 $295,456 $298,345 TOTAL EXPENSES 551,898 $551,180 843,910 $647,533 $673,016 REVENUE BALANCE ($ 61,404) ($ 55,467) ($ 58,874) $ 25,360 $123,903 *Allocations to Iowa City and University Heights are estimated. **Includes an 18 -month period for changeover to fiscal year operation. ***Includes general obligation bond issue and transfer for revenue bonds. ( )Indicates negative number. ...� 141CROEILNED BY JORM MICR+LAB rrnAR RAPIDS • nES MOINU 14i�,kUrILMLU BY JORM MICRULA8 FINANCING REQUIREMENTS LLUAR RAP IJb AliU JL, This report is directed primarily to the new water pollution control plant, the outfall sewer and the corridor sewer system. Section 2 of the Facility Plan will discuss other necessary improvements including sewer system rehabilitation and construction of additional trunk and interceptor sewers. The extent of improvements which will be recommended in Section 2 has not been finally determined. However, the costs of these improvements have been estimated based upon the conclusions reached, so far, with regard to the results of the complete infiltration/inflow analysis and the partial sewer system evaluation survey. A summary of the estimated costs for improvements set forth in this report and reasonable estimates for those which will be recommended in Section 2 is as follows: Estimated Project Project Cost Summar Facilitv Plan Section 1 Water Pollution Control Plant $24,200,000 Outfall Sewer 2,420,000 Corridor Sewer System3,980,000 Sub -total - Section 1 $30,600,000 Facility Plan, Section 2 Sewer Rehabilitation $ 1,000,000 Sew Additional Trunk and Interceptor Sewers 7,400,000 Sub -total - Section 2 8,400,000 Estimated Project Cost - Construction, Administration & Professional Services $39,000,000 Land Easements and Rights -of -Way $ 720,000 Plant Site Easements, Rights -of -Way & Other Costs 280,000 11000,000 Sub -total - Land, Easements & Rights -of -Way TOTAL ESTIMATED PROJECT COST $40,000,000 7-7 141CRm(ILVICm BY ' JORM MICR�LAB f(9AP PAPM • I/S Id0111rS M Pli iLF1W 8Y JORM MICRULAB CLDAR RAPIDS AliU JL :,L , li With minor exceptions, all components of a water pollution control project l are eligible for funding by the state and federal governments with the following exceptions: P.1 sl 1. Sewer rehabilitation costs for work done on private property such as disconnection of roof leaders and footing drain tile. `? 2. Costs for land, easements and rights-of-way including professional services which may be involved. `? at 3. Other miscellaneous costs such as interest during construction. 0-1 4. Certain portions of sewer construction intended to serve future sl development. 61 The costs listed in the previous tabulation include allowances for all project 11 costs except rehabilitation work done on private property. 1{ Project costs set forth in a previous paragraph are allocated as follows, based 11 on the usual allocation of 20% local, 75% federal and 5% state funding: 1.1 Estimated Preliminary Allocation 11 - Project Project Cost Local Federal State (20%) (75%) (5%) 4i 6 Facility Plan - Section Water Pollution Control `{ Plant $24,200,000 $4,840,000 $18,150,000 $1,210,000 r Outfall Sewer 2,420,000 484,000 1,815,000 121,000 Corridor Sewer System 3,980,000 796,000 2,985,000 199,000 11 Sub -total - Section 1 $30,600,000 $6,120,000 $22,950,000 $1,530,000 1! Facility Plan - Section 2 Sewer Rehabilitation $ 1,000,000 $ 200,000 $ 750,000 $ 50,000 g Additional Trunk & Interceptor Sewers 7,400,000 1,480,000 5,550,000 370,000 5 Sub -total - Section 2 $ 8,400,000 $1,680,000 $ 6,300,000 $ 420,000 Land Easements & Rights -of -Way Plant Site $ 720,000 $ 720,000 -0- -0- 11 Other Costs 280,000 280,000 -0- -0- Sub-total $ 11000,000 $1,000,000 -0- -0- v. 1 Total Estimated Project Cost $40,000,000 $8,800,000 $29,250,000 $1,950,000 11 I o;! 7-8 I MICRBll 0119 BY JORM MICRbLAB CFOAR PAPMn • nrs M01ncs Mii-iWriLU4LU BY JURM MICRULAB LLUAR RAVlUS ANU JL1 . The preceding tabulation shows the ideal financing situation whereby all components, except land, easements and rights-of-way, are funded on a 20-75-5 basis. It is probable that not all of. the cost of the corridor sewer system will be eligible for government funding. Also, some of the trunk and interceptor sewer construction to be recommended in Section 2 may not be eligible for funding. An exact determination of the allocation of costs will not be available until the regulatory agencies have reviewed the basis of design for the corridor sewer system and the additional trunk and interceptor sewers. The basis of design of the corridor system is included in this report. The plans and specifications have been submitted to the regulatory agencies. The basis of design for the additional trunk and interceptor sewers will be included in Section 2 of the Facility Plan. The City's immediate needs for funding will be for construction of the corridor sewer system, acquisition of the plant site and rights-of-way and for engineering services to (1) prepare plans and specifications for the new water pollution control plant, (2) prepare a plan of operation and (3) arrange for a value engineering analysis of the design of the new plant. With an ideal financing situation (20-75-5), the following funding will be necessary, probably in calendar years 1978-1980: Estimated Ideal Allocation of Cost Item Cost Local Federal State (20%) (75%) (5%) Corridor Sewer System Plant Site and Rights -of -Way Plans and Specifications, Plan of Operation and Value Engineering ESTIMATED COST 1978-1980 $3,980,000 $ 796,000 $2,985,000 $199,000 850,000 850,000 -0- -0- 2,000,000 400,000 1,500,000 100,000 $6,830,000 $2,046,000 $4,485,000 $299,000 The allocations of immediate costs are based on ideal funding of the corridor sewer system. If the state and federal allocations are less than shown, the local share will increase. As stated previously, the calculated local funding share of $8.8 million may be low. It is believed that the City should base its funding arrangements on a local expenditure, for all components of the Facility Plan, of $12 million. This total amount can be adjusted from time to time as construction bids are received and as the state and federal eligibility is determined for the various components of the Facility Plan. 7-9 IIICROFIL1410 0Y JORM MICR�LAB CfOAR RAP P5 • PfS MOINI, b1ILI(Of ILMLU BY JORM MICROLAB LLUAR RANIUJ ANU L)L .- as If sewer revenue bonds are issued by the City and retired with net sewer I revenues, the annual revenue requirement will be as follows: 6.11 Annual I Requirement F� sl $12 million sewer revenue bonds pr sin00 yearal 6% interest - average payment and $1,046,200 ` interest: 523,100 Plus 50% margin:` Annual Debt Service Requirement $1,569,300 ital improvements an o pa other expenses The 50% margin can be used for cap are met. Revenue bond after the requirements of the revenue bond ordinance ordinances normally require that a sinkingfndnbean�s�ed�ished in the magnitude •t of the maximum principal and interest payment.a If general obligation bonds are issued in the amount of $12 million for tl 20 years, the annual principal and interest payment would be as follows: Ft $12 million general obligation boadsent2foryears principal }{ 5.50% interest - average annual payment $1,004,000 and interest: "t the City will have to finance other In addition to debt service payments, FI annual costs, as follows: �I Operation and Maintenance - Water Pollution Control $ 600,000 01 Plant180,000 rs Operation and Maintenance - Sewer System 25,000 Collection Costs 200,000 �! Existing Debt Service (approximate) Ff Total Annual Cost $1,005,000 the 50% margin will automatically provide for If revenue bonds are issued, al plant replacement costs. If general obligation bonds are year. Thus, total j should provide about $400,000 in rel annual costs, depending upon whether revenue bonds or general obligation bonds .,J are used for financing, are as follows: <I ;I Fy ..t 7-10 I4ICROI ILMED BY DORM MICR+LAEI ffDAR RAP;DS • '1(S XOMI'S i MkAUi iLALU BY JORM MICROLAb LEUAR RAPIDS ARU JL New Debt Service 50% Margin Operation and Maintenance and Existing Obligations Replacement Costs Annual Cost 1,005,000 1,005,000 400,000 $2,574,300 $2,409,000 At the present time, the City has a general obligation debt limit of about $23.3 million. Outstanding general obligation bonds total about $6.0 million, leaving general obligation bonding power at about $17.3 million. It may be necessary to fund some of the improvements with sewer revenue bonds. Sewer revenues in FY 1977 totaled $766,000. This yield was on the basis of a sewer rental rate of $0.27/CCF. To yield $2.5 million annually will require a flat rate of about $0.90/CCF. This constitutes an increase to about 3.33 times the existing rate. The rate computation does not reflect any allocation of costs among users. Some allocations will be necessary such as that required to reflect the costs for disposing of the Iowa City water treatment plant wastes. The cost allocations will result in some rate changes but the average citizen should not expect any great reduction in costs. This is especially true of the allocations for the water plant wastes. These costs will be reflected in increased water rates. Cost allocations and rate structures will require considerable study. These studies should be done when improvement costs and amounts to be financed are more accurately determined by letting construction contracts and at the time of bond sales. Water usage at Iowa City was estimated to be about 70 gallons per capita per day in the infiltration/inflow analysis report. Using this per capita usage and the previously calculated rate of $0.90 per 100 cubic feet, the following monthly costs would result: Family of Four $10.08 per month Family of Three 7.56 per month Family of Two 5.04 per month The monthly costs are in the range for other cities which are undertaking similar improvements. Some small Iowa cities are constructing complete sewerage systems which will require monthly costs approximately double those shown in the tabulation. 7-11 141CROFILIIED BY JORM MICR�)LAB MAP PArM • U1 MOPIF5 General Sewer Revenue Obligation Bonds Bonds $1,046,200 $1,004,000 523,100 1,005,000 1,005,000 400,000 $2,574,300 $2,409,000 At the present time, the City has a general obligation debt limit of about $23.3 million. Outstanding general obligation bonds total about $6.0 million, leaving general obligation bonding power at about $17.3 million. It may be necessary to fund some of the improvements with sewer revenue bonds. Sewer revenues in FY 1977 totaled $766,000. This yield was on the basis of a sewer rental rate of $0.27/CCF. To yield $2.5 million annually will require a flat rate of about $0.90/CCF. This constitutes an increase to about 3.33 times the existing rate. The rate computation does not reflect any allocation of costs among users. Some allocations will be necessary such as that required to reflect the costs for disposing of the Iowa City water treatment plant wastes. The cost allocations will result in some rate changes but the average citizen should not expect any great reduction in costs. This is especially true of the allocations for the water plant wastes. These costs will be reflected in increased water rates. Cost allocations and rate structures will require considerable study. These studies should be done when improvement costs and amounts to be financed are more accurately determined by letting construction contracts and at the time of bond sales. Water usage at Iowa City was estimated to be about 70 gallons per capita per day in the infiltration/inflow analysis report. Using this per capita usage and the previously calculated rate of $0.90 per 100 cubic feet, the following monthly costs would result: Family of Four $10.08 per month Family of Three 7.56 per month Family of Two 5.04 per month The monthly costs are in the range for other cities which are undertaking similar improvements. Some small Iowa cities are constructing complete sewerage systems which will require monthly costs approximately double those shown in the tabulation. 7-11 141CROFILIIED BY JORM MICR�)LAB MAP PArM • U1 MOPIF5 MIuitUrILPILU by JORM MICROLAB LLUAR RAVIui, AkU UL As discussed previously, EPA regulations require that the City have a user rate ordinance that insures that each contributor to the sewerage system pays in proportion to its actual discharge to the system. The existing user rate structure may require some adjustment to meet EPA guidelines. In addition to the user charge system, EPA regulations require that cities adopt a system for industrial cost recovery. These regulations require that all industrial users must repay the proportionate share of the federal grant amount allocable to the treatment of wastes from such users. An industrial user is defined by EPA to include any nongovernmental user of publicly owned treatment works identified in the Standard Industrial Classification Manual 1972, Office of Management and Budget as amended and supplemented. A percentage of the funds repaid by the industrial users is retained by the City and may be used for eligible sewerage system costs. Letters of intent are required from significant industrial users (those that contribute more than 10% of the design wasteload) indicating wasteload contributions and intended participation in the cost recovery program. In Iowa City, there appears to be only one significant industrial user. The University of Iowa is classified as a governmental agency and is not subject to participation in the industrial cost recovery program. Veterans Hospital is also classified as a governmental agency. EPA is in the process of amending its rules and regulations regarding construction grants in the preparation and implementation of facility plans. The proposed changes and interim guidelines were published in the Federal Register - April 25, 1978. These changes deal primarily with user charges, industrial cost recovery, training grants, Buy America, cost-effectiveness analysis and reserve capacity in design of treatment works. Public meetings for the purpose of receiving comments on the changes will be held in June and July, 1978. In the interim guidelines, for example, the definition of an industrial user has been changed to include any non-governmental user of publicly owned treatment works which discharges more than 25,000 gallons per day of sanitary waste or a volume of process waste, or combined process and sanitary waste, equivalent to 25,000 gallons per day of sanitary waste. Also, those non-governmental users that discharge toxic pollutants or poisonous solids, liquids or gases in sufficient quantity to injure or interfere with the sewage treatment process are classified as industrial users. 7-12 Ni CROP IL14C0 BY JORM MICR�LAB Cf OAP Ppriiu. ?FS MOINES dl M f•11�itUF ILMLD BY JORM 141CROLAB CEDAR RAPIDS AND ULS �•iu:i+c •'��. PART 8 - SUMMARY OF ENVIRONMENTAL CONSIDERATIONS EXISTING ENVIRONMENTAL CONDITIONS IDEQ has established effluent standards for wastes discharged from treatment works to rivers and streams in the state. The effluent standards at Iowa City are based on water quality standards set for the Iowa River. The effluent from the existing Iowa City water pollution control plant does not meet the effluent standards established for it. FUTURE ENVIRONMENT WITHOUT THE PROJECT Without the project, it can be anticipated that pollution of the Iowa River _ may occur, adversely affecting the aquatic life of the river. Negative effects on the community's economic and population growth and land use distribution can be expected. There would be very little effect on climate, geology and air quality of the area. EVALUATION OF ALTERNATIVES Five alternatives were considered for disposal of the wastewaters from the '— study area. These alternatives are as follows: Alternative I - No -Action Plan Alternative II - Treatment and Discharge - New Plant ' Alternative III - Treatment and Discharge - Continued Use of Existing Plant Alternative IV - Treatment and Reuse - Alternative V - Treatment and Land Application Alternative III was selected for use because it is cost-effective, will have the most positive effect on the environment and the least negative effect. 8-1 141CROFILIIED BY JORM MICR#LAB � CFOM PAPI09 • IrS 1.10114[5 MILRUVILMiU BY JORM MICROLAB CEDAR RAPI'JS AFIU uL' ;1�;L =, •' ENVIRONMENTAL EFFECTS OF SELECTED ALTERNATIVE Implementation of the selected alternative will improve water quality in the ~+ Iowa River. The alternative will also facilitate orderly growth and development of Iowa City and environs. The alternative will not adversely affect floodplains and floodways of rivers and streams and known historical and archaeological sites. There will be some vegetation removed and some construction near bluffs, but environmental impacts will be minimal and with proper design, the impacts can be negated. Respectfully submitted, VEENSTRA & KIMM - By / ohn Kurs' is By " Marvin L. Thornton Approved: By W. Kimm eI !I Ri B-2 i r.� MICWILMEB BY JORM MICR+LAB MAP RAH Dp • 9C5 MOPICS M" ^.u( u.Ii All I4ICkOIALi4E0 BY JORM MICROLAB 0 CEUAk RAPIUS AIIU UCS ;4UIi1L,, J,,,, REPORT ON SANITARY SEWERAGE SYSTEM - FACILITY PLAN IOWA CITY, IOWA 1978 PART 2 - SEWER SYSTEM EVALUATION SURVEY SECTION 1 - RIVER CORRIDOR SEWER PART 3 - COMPLETE WASTE TREATMENT SYSTEM PLAN SECTION 1 - WATER POLLUTION CONTROL PLANT APPENDICES I hereby certify that this engineering report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Iowa. Signed: Date: 0 June 19, 1978 8� W. Kimm, P. 9-.— Iowa "Iowa Reg. No. 2989 Prepared by VEENSTRA & KIMM Engineers & Planners West Des Moines, Iowa r, Sr I4ICROF1LMf.0 BY 'i JORM MICR+LAB CFOAR PAP17S • OF.S MOINES 2989 ear MILROFILMED BY JORM MICROLAB CEUAk RAPIUS AND ULS MU1:iLJ, ;Jill' GENERAL The data presented in the Appendices has been compiled during the first phase of Parts 2 and 3 of the Iowa City sewerage system study. The data supplements the information in the report. NIf.ROFILMED BY 1 JORM MICR#LAB CCOAR RAPIDS • nF.S IA0114ES J I I i I i — i I I I — ^I I I I 1 I' i i- i i . - MILROFILMED BY JORM MICROLAB CEUAk RAPIUS AND ULS MU1:iLJ, ;Jill' GENERAL The data presented in the Appendices has been compiled during the first phase of Parts 2 and 3 of the Iowa City sewerage system study. The data supplements the information in the report. NIf.ROFILMED BY 1 JORM MICR#LAB CCOAR RAPIDS • nF.S IA0114ES IAluk0i lLi4cU BY JORM MICROLAB CONTENTS CLUAk RAPIUS ANU ULS 1iu,;lL:, ,oar. GENERAL APPENDIX A EPA AND IDEA DISCHARGE PERMITS APPENDIX B PLANT ASSOCIATIONS BIRDS WITHIN STUDY AREA MAMMALS POTENTIALLY WITHIN STUDY AREA DOMINANT FISH SPECIES OF STUDY AREA INTERIM LIST OF ENDANGERED SPECIES — STATE OF IOWA APPENDIX C ARCHAEOLOGICAL RESOURCE SURVEY REPORT APPENDIX D SEWER SYSTEM EVALUATION SURVEY RESULTS RIVER CORRIDOR SEWER SYSTEM DESIGN COMPUTATIONS APPENDIX E JOB CLASSIFICATIONS EXISTING WATER POLLUTION CONTROL PLANT NEW WATER POLLUTION CONTROL PLANT APPENDIX F REGIONAL SOLUTIONS DOCUMENTATION APPENDIX G FACILITY PLAN CITIZENS COMMITTEE PROCEEDINGS PRESENTATION TO CITY COUNCIL TRANSCRIPT OF PUBLIC HEARING ON SEWAGE TREATMENT PLANT SITES APPENDIX H LETTERS AND COMMENTS RELATIVE TO FACILITY PLAN NOTICE OF PUBLIC HEARING AND RECORD OF PUBLIC HEARING REGARDING FACILITY PLAN ulCRUILMED BY JORM MICR+LA© MAP PAM- • DES MOVIES 141CRUILMEn BY JORM MICR6LA9 (fnpp i+nrm5 OES MOINCS MICROFILMED BY 1 JORM MICR+LAB CFDAR RADIOS • DFS MOVIES Mit,itUFILHi-U BY JORM MICROLAB CEUAk RAV1Ub ij;au, uo rFo STATr:S _(+;V1l1ON!v,1_NT!1L PROTI_CTION AGEI.ICY m'GION vu Sr., , • „d 17.15 BALTIMORE KANSAS CITY, I.IISSOURI • 64100 December 31, 1975 -' NPDES No: IA -0042617 Name and Location: Iowa City, Iowa Receiving Water: Mississippi River Mr. George R. Bonnett, P. E. Deputy Director/City Engineer City of Iowa City 410 East Washington Street Iowa City, Iowa 52240 De.ar.Mr. Donnett: Pursuant to Section 402 of the Federal Water Pollution Control Act Amendments of 1972, we have reissued and are enclosing your revised National Pollutant Discharge Elimination System (NPDES) Authorization to Discharge from your above referenced facility into the Mississippi. River. By this new issuance, the previously issued NPDES permit for Iowa City, Iowa, dated January 13, 1975, shall be terminated effective January 31, 1976, unless an adjudicatory hearing is requested pursuant to 40 CFR 125.36 within 10 clays following receipt of this permit. In the event permittee request a adjudicatory clearing on the new issuance, then permittees prior permit shall continue in full force and effect and shall not be terminated until either the adjudicatory hearing, is denied, or, if granted,' all legal and factural issues contained in the request have been resolved. Your new NPDES Authorization to Discharge includes general and special conditions which must be met to remain in compliance with the rpquirements of the Federal Water Pollution Control Act Amendments of 1972. Monitoring reports prescribed in the special conditions are required on a periodic basis. Ten copies of the report forms are enclosed. questions and rp..quests -- for additional monitoring reports should be d1rerted to Mr. Carl M. Walter, Chief, Permit d Compllnnr.c Rrnnc.h, 816-374-5955. MICROFILMED BY DORM MICR+LAB CEMIt fml•ln5 • PLS MINIS DLUAk RAPLuS AND uLS iIk)I;IL>, J1111 —2— IES Authorization to Discharge by ,u from responsibility to obtain A if required by state law, nor -other duties and responsibilities Federal Water Pollution Control eciate the importance of eliminating on's waters and will abide by the the revised NPDES Authorization Very truly yours, Jerome 11, Svore Regional Administrator 141CROFILI-ILD BY 1 JORM MICR LAB MAR PAM'. nF$ MOINFS fAIU(OFILMEU BY JORM MICROLAB LEUAR RAPIU� AIIU uL� I•Iu,:IL_,, •^ r+ TA' -0042617 TA -0042617 r, All'I'I101il%A'I'IQN'I'O IIIS(:IIAR(Ili IINI1F;It'I'Ill; NATIONAL POLLUTANT DISCIIA116F ELIMINATION S)'STEN1 In compliance with the provisinns of the Federal Nater Pollution Control Art, as, am ended, (alt t I.S.C. 1151 K. sell; the ..Act"), i City of Iowa City, Iowa i i i is authorized to discharge from a farility located at Iowa City Pollution Control Plant Facility No. 52-25-0-01 I City of Iowa City 1000 South Clinton Street 1 to receiviQpi;, 1, (T79N, R614, Johnson County, Iowa }4n. to Iowa River tributary to Mississippi River in avenrd.ince with efnuanL limitations, monitoring rryuirements and other conditions sel forth I •�. in Parts I, II, and 111 hereof. I 'Phis prnnit.shall heroine effeeLive on January 30, 1976 unless an adjudicatory hearing `. is requested pursuant to 40 CFR 125.36 within 10 days fol Iowl ng recnipt of chis permi L. v TIns permit and the iothnrization to discharge MIMI expire at nlidnight, on July 1, 1979. r � . Signed this 31 dry of December, 1975 I l.4 I J ' Y Jerome H. Svorll R-i;io:lal Adnlinislralor U.S. EnvironllICII l P:01:c1i�n A�COCy EPA form 7170_1 IID -771 IZ�u'G0 VII 141CRorIL1410 6Y .I JORM MICR+LAB CFDAP 1!aPInS . nFS MOVIES 0'1CRUF1LMED BY JURM MICRULAB CLUAR RAP4)l AND uLj :'iUiliL_,. There shall be no discharge of floating or settleable substances in other than trace amounts. *Ali composite samples are 24 hr composites (9 samples at 3 hr intervals). **Samples taken in compliance with the monitoring requirements specified above shall be taken at the following Location(s): (1) raw influent into wastewater treatment facility, (2) final effluent from wastewater treatment facility. minoFILIAED BY DORM MICR+LAO CFDAR RAPTDS • DES 1401111.`, • Page PART I A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL Permit No. I. During the period beginning on the effective date and lasting through July 1, 1979, r permittee is authorized to discharge from outfall serial number 001. • Such discharges shall be limited and monitored by the permittee as specified: , Effluent Limitations Minimum Monitoring Requirements Wastewater Parameter fy) DailyaAvgbs/day`Iax DailyOtherAvgits(SPMax Measurement mp Sample Fre Frequency Type*Location'.* Biochemical Oxygen Demand (5 -day) 908(2001) 1361(3002) 30 mg/l 45 mg/l 3/week composite i 1 ,2 Suspended Solids 1513(3336) 2269(5004) 50 mg/l 75 mg/l 3/week composite 1,2 Flow - m3/day (MGD) --- --- 30,280(8.0) 45,420(12.0) Daily --- 2 PH 6.5-9.0 (not to be averaged) 5/week grab 1,2 ; i 1 There shall be no discharge of floating or settleable substances in other than trace amounts. *Ali composite samples are 24 hr composites (9 samples at 3 hr intervals). **Samples taken in compliance with the monitoring requirements specified above shall be taken at the following Location(s): (1) raw influent into wastewater treatment facility, (2) final effluent from wastewater treatment facility. minoFILIAED BY DORM MICR+LAO CFDAR RAPTDS • DES 1401111.`, r•tiLRUt ILHLO BY JORM MICRULAB LLUAR RAPIDS ANU of Page 3 of 16 Permit No. IA -0042617 A. EFFLUENT LIMITA'f1UNS AND MONITERINO REQUIREMENTS Pollutants from Industrial Users _• Effluent limitations on pollutants from this municipal discharge are listed in Part I, Section A.1 and Section A.2 nf this permit. It is possible that other pollutants attributable to inputs from major contributing industries using the municipal system are also present in the permittee's discharge. At such time as sufficient information becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent limi- tations for any or all of such other pollutants in accordance with industrial best practicable technology requirements or water quality standards. It may be necessary to supp.lament the limitations given in Part I, Section A.l and Section A.2 with Federal Pretreatment Standards (40 CFR 128) to ensure compliance by the permit -tee with all applicable effluent limitations. In 40 CFR 1.28, pretreatment of wastewater is required for incompatible pollutants. To arldi.tion, no discharge to publicly owned treatment works shall contain wastes which create a fire or explosion hazard in the publicly owned treatment works, wastes which will cause corrosive strur.turnl damage, wastes with a pM lower than 5.0, wastes in amounts which would cause obstruction to the flow in sowers or interfere with the proper treatment operation, or wastewaters at n flow rate and/or pollutant discharge rate which is excessive over relatively short time periods resulting in a .Loss of treatment efficiency. Specific actions by the permittee may he necessary so that all of the major contributing industries discharging to the municipal system comply with applicable pretreatment standards. Beginning on Jnnuary 1, 1976, the permittee shall auhmit to the permit issuing authority semi-annual reports summarizing the progress of all known major contributing industries subject to the requirements of Section 307 of the Act toward full compliance with such requirements. Such a report shnll include at least the following information: (1) 'file number of major contributing industries using the trentment works, divided into SIC group cntegnrics; (2) The number of major contributing Industries In full. compliance with the rogn[remonts of Section 307, or not subject to these requirements (e.g., discharge only compatible pollutants); (3) A list identifying by name those major contributing industries presently in violation of the requirements of Section 307. 141CROf MID BY JORM MLCR+LAB CEDAR PAPIDS . DFS MOINI'S NiLAW ILMLU BY JORM MICROLAB LLUAt kAPIU� ANU ULA U,:; L. PART I Page 4 of 16 Permit No. IA -0042617 'these semi-annual reports must be filed with the permitting authority by January 1 and July 1. of each year until compliance Is achieved. Submission is required again only if a major con- trihuting industry reverts to violating the requirements of Section 307. Beginning on ,January 1, 1976monitori.ng reports for each major contributing industry will be required on a semi-•annualbasis. * The permittee shall establish and implement a procedure to obtain specific information on the quality and quantity of effluents Intro- duced by each major contributing industry. This information shall be presented using the instructions and format as given in Section IV of Standard Form A (attached). A sUara_te_set of six questions should be comol.eted for each major industrial user. Information on the municipal facilities as a whole is to be reported on the monthly NPDES Discharge Monitoring Report Form (Form 3320-1). Based on the information regardlug industrial inputs reported by the permittee pursuant to the preceding paragraph, the permittee will be notified by the permitting authority of the availability of industrial effluent guidelines on which to calculate allowable inputs of incompatible pollutants based on best practicable technology for each industry group. Copies of guidelines will he provided as appropriate. Not later than 120 days following receipt of this in- formation, the permittee shall. submit to the permitting authority calculations reflecting allowable inputs from each major contributing industry. The permittee shall also require nll such major contrib- uting industries to implement necessary pretreatment requirements (as provided for in 40 CFR Part 1.28), and provide the permitting authority with notification of specific actions taken in this regard. At that time, the permit may be amended to reflect tile_ municipal facility's effluent requirements for incompatible pollutants. *The first industrial monitoring report is due January 1, 1976. 14100111.14LD BY JORM MICR+LAB MAP PAPIPS • 'ILS MINES 1,111 Uv ILi9E0 BY JORM MICROLAB B. 'MONITORING AND REPOH'r1NG 1. RelsenLative Sam l.in LEDAR RAPIUS AND UE PAR'r 1 Page 5 of 16 Permit No. IA -0042617 ,Samples and measurements taken as required herein shall be repre- sentative of the volume and nature of the monitored discharge. 2. Rcl)erti K Moni.Loring results obtained during the previous three months shall be summarized for each month and reported on a Discharge Monitoring Report Form (OMA No. 158-110073), postmarked no later than the 28th day of the month following the completed reporting period. 'rhe first report shall be submitted for the period ending March 31, 1976 Duplicate Signed r.upics of these, and all Otheer_reports-reluired herein, shall be submitted Co [lie Regional Administrator and the State at the following addresses: U. S. Environmental Protection Agency Attn: Compli:occ Branch 1735 Bal.timore, Room 249 Kansas City, Missouri 64108 Town Department of Environmental Quality P.O. Box 3326 3920 Delaware Des Moines; Iowa 50316 3. Other B._ortin Conditions Any unforeseen or anticipated modifications in influent chararter- istics or volume., waste collection systems, industrial contribu- tions, treatment and disposal facilities, changes in operational Procedures, elimi.natinn of discharge, industry relocation, or other si.gnifiraut activities which alter the nature and/or frequency of tile discharge(s), or otherwise affect tile ronditions of this Permit, shall fir enumerated in a written report ncrompnnying the earliest subscgnent monitoring report. ch i s tCl r`potile r;i1al IncInclude informatiow oil the quont:ity and quality impact of such the influent to the tronlment racility and any I ange to the facility eifluent. 141CROFILMCB BY JORM MICR+LAB CCDAR RAPIDS • OFS 1401NFS 1416f HUILD BY JORM MICROLAB LEDAR RAPIU� AND ULS ;'iU,:iL,, .VG Ma PART I Page 6 of 16 Permit No. IA -0042617 4. Test Procedures Test procrdnrrs for the analysis of pollutants shall conform to regulations published pur:aiant to Section 304(g) of the Act, under which such procedures may be required. 5. Rccordinf, oC RrsulLs For each mensuremrnt or :;ample Laken pursuant to the rr•quircmrnts of this permit, the permitLee shall record the following information: a. The exact place, date, and time of sampling; b. The dates the nnnlyscs were performed; c. The person(s) who performed the analyses; d. The analytical. techniques or mr.Lhods used; and e. The results of all. required analyses. 6. Additional Monitoring bPermittee If Ilia permittee monitors any polAiitnnt at I.he location(s) designated herein more frrgnently Lhnn required by this permit, using approved annl.yticalmeLhnds as specified above, Lhe results of such monitoring shall he includnd in the cal- rulaCfon and repot -Ling of the values required in the Discharge Monitoring Report Form (OMR No. 158-110073). Such increased frequency shall also be indicated. 7. Records Retention All records and information resulting from the moniLoring activities required by this permit Including all records of analyses performed and calibration and maintenance of insLru- mrntalion and recordings from rontinunus monlLoring histrumentation shn.11 he retained for a minimum of. Lhrre (3) yams, or longer if rvquesLcd by Llic Rrglolal AdminisLrat.or or the Stale water pollu- tion control agency. 141CROf 1LNt0 BY JORM MICR+LAE r,rOAR R.LPIOS - FILS MOINCS MILIWiILMLO BY JORM MICRULAB LLUAR RAPM ANU jL', !';U1;1L_, . e. A "composit.e sample" is a combination of individual. samples obtained at regular Intervals over a time period. Either the volume of each individual sample is proportional to discharge flow rates or the sampling frequency (for constant volume samples) is proportional to the flow rates over a time period - used to produce the composite. f. A "major contributing industry" is a wastewnlor source that: (a) has a flow of 50,000 gallons or more per average workday; (b) has a flow greater than five percent of the flow carried by the municipal system receiving the waste; (c) has in its waste a toxic pollutant in toxic amounts as defined in standards issued under Section 307(x) of the Act; or (d) has significant impact, either singly or in combination with other contribul.ing industries on the treatment works or the quality of its effluent. g. "Compatible pollutants" are bl.nchpm.iral oxygen dnmand, suspended solids, pll and fecal coliform bacteria, plus additional po U utanLs ._. identified in the NPDE'S permit if the publicly owned treatment works was designed to treat such pollutants, and in fact does remove such pollutants to a substantial degree, e.g., nitrogen and phosphorus. h. An "incompatible pollutant" is any pollutant which is not a compatible pollutant as defined above. NICROI ILMID BY JORM MICR+LAB c10AR PAPIM • 1115 MOPI6 I'M i 'age 7 of 16 Permit No. IA -0042617 B. Definitions a. The "daily average" discharge means the slim of the Lotn1 daily discharges by weight, volume or concentration during the re- porting period divided by the total number of days during the reporting period when the facility was in operation. 11ith respect to the monitoring requirements, the "daily average" —. discharge shall be deLermined by the simnaLlon of all the measured daily discharges by weight, volume or concentration ' divided by the number of days during the reporting period when the measurements were made. - -- b. The "maximum" discharge means the Lotal discharge by weight, volume or concentration which cannot be exceeded during any !� I 24-hour period. J • c. The "weekly average", other Lhun for feral cotifnrm bacteria --i is the arithmetic mean of the values for effluent samples collected in a period of seven consecutive days. The weekly J average for fecal coliform bacteria is the geometric mean of the values for effluent samples collected in a period of seven consecutive days. ~_ d. A "grab sample" is an individual sample collected in less than 15 minutes. For fecal coliform bacteria, a grab sample consists of one effluent portion collected during a 24 -Lour period. e. A "composit.e sample" is a combination of individual. samples obtained at regular Intervals over a time period. Either the volume of each individual sample is proportional to discharge flow rates or the sampling frequency (for constant volume samples) is proportional to the flow rates over a time period - used to produce the composite. f. A "major contributing industry" is a wastewnlor source that: (a) has a flow of 50,000 gallons or more per average workday; (b) has a flow greater than five percent of the flow carried by the municipal system receiving the waste; (c) has in its waste a toxic pollutant in toxic amounts as defined in standards issued under Section 307(x) of the Act; or (d) has significant impact, either singly or in combination with other contribul.ing industries on the treatment works or the quality of its effluent. g. "Compatible pollutants" are bl.nchpm.iral oxygen dnmand, suspended solids, pll and fecal coliform bacteria, plus additional po U utanLs ._. identified in the NPDE'S permit if the publicly owned treatment works was designed to treat such pollutants, and in fact does remove such pollutants to a substantial degree, e.g., nitrogen and phosphorus. h. An "incompatible pollutant" is any pollutant which is not a compatible pollutant as defined above. NICROI ILMID BY JORM MICR+LAB c10AR PAPIM • 1115 MOPI6 e 1410Wi ILi4ED BY JORM 141CROLAB LEDAR RAPIDS AND ULS PART I Page 8 of 16 Permit No. IA -0042617 C. SCHEDULE OF COMPLIANCE 1. The permittee shall achieve compliance with the effluent limita- tions specified for discharges in accordance with the following schedule: The permittee shall submit 1.80 -day progress reports to the Compliance Branch, U.S. Environmental Protection Agency stating the progress being made toward compliance with the D.E.Q. impl.ementation schedule specified within Part I, C-3. The first such report shall be submitted on or before May 1, 1976. I I I, I r iThe above schedule contains the latest possible dates to accomplish ' the actions specified. Earlier compliance is encouraged. . 2. No later than 14 calendar days following a date Identified in Lhe above schedule of compliance, the permittee ::ha1.1 submit either a report of progress, or in the case of specified actions being required by identified dates, a written notice of compliance or noncompliance, in the lati.er case, Che not Ice :;hall include the - cause of noncompliance, any remedial actions taken, and the probability of meeting the next scheduled requirement. The above submittals shall be sent to E.P.A. 1 141CROFILMLD BY JORM MICR+LAB CFOAR RAPIos • urs mows r•i1LkOFILMLO BY JORM MICROLAB C. SCHEDULE OF COMPLIANCE (cont'd) The punoittre shall achieve compliance with the effluent limita- tions, monitoring requirements ndlother stipulations in accord- ance with the following D.E.Q. implementation When used below, "required facilities" means those facilities provided by the permItten which will achieve compliance with the following limitations: LLUAk RAPIUS ANU UL .IU,:IL_. PART I page 9 of 16 Permit No. IA -0042617 3 Wastewater Parameter Biochemical Oxygen Demand (5 -day) suspended Solids Ammonia Nitrogen (as N) Daily Avg 1588 lb/day Max Daily Avg Max 2382 lb/day 18 mg/1 27 mg/l 2205 lb/day .3528 lb/day 25 mg/l 40 mg/1 617 lb/day 1059 lb/day 7 mg/1 12 mg/1 Fecal Coliform Organisms Disi.nfection Facilities Required Reports of regional personnel and self-monitoring reports indicate excessive infiltration/inflow causes bypassing and hydraulic overload, reducing treatment efficiency. The permittee shall achieve compliance with the effluent limi,ical oxygen �emandand (5-day)provide andasuependednimum 8solids removal of biochemical oxyg exr„essLve infiltration/inflow or by either by removal of the providing additional treatment facilities. (a) by, September 1, 1976, the permittee shall submit to the Iowa Department of Environmunt:al Quality (DEQ) a complete faciliCies plan for Lhe consLructi.on of the required facilities. (b) by July 1, 1917, the permittee shall submit to the Iown DEQ final plans and specifications for the construction of the required C ilities. ac (c) by January 11 .1978, the permittee shall. award n contract or contracts' for the construction of the required facilities. (d) by .July 1, 1979, the permitter.:;hall complete runsLrur.tion of the required facilities, and by said date, shall submit to the Iowa 1)qcertification by a registered profess ional engineer [lint the application, plans,Specificationslanddpermitctherefor. with the application, p•• , 1 (e) the permittee shall submit to the Iown DEQ 180-dny progress reports stating Lhe progress being made toward completion of the required facilities. The first such report shall be submitted on or before May 1, 1976. (: _e•..r 141EROFILMEn BY JORM MICR#LA13 frnNt RAPMq • Drt MOINES r, J 1.11wWrILMLD BY JORM NICROLAb A. MANAGt:miwr REQUIItEME-N'rs 1. Change in Discharge LLDAR RAPIDS AND OL" PART I1 Page 10 of 16 Permit No. IA -0042617 All discharges autliorized herein shall be consistent with the terms and conditions of this permit. The discharge of any pollutant identified in this permit more frequently than or at n'level. in excess of that authorized shall constitute a violation of the permit. Any anticipated facility expansion, additions, or modifications, as well as any new industrial discharge or substantial change in an existing industrial discharge to the trcaLmrnt system, which will result in new, different, or Increased discharges of pollutants must be reported by submission of a new NPDF.S application or, if such changes will not violate the effluent limitations specified in this permit, by notice .to, the Regional Administrator and the State water pollution rontrol agency of such changes. Following such notice, the permit may be modified to reflect any necessary changes in permit conditions or to specify and limit any pollutants not previously limited. In no case are any new connections, increased flows or major changes in influent quality permitted that will cause violation of the stated effluent limitations. 2. Noncompliance Notification If, for any reason, the permiLteo docs not comply with or will be unable to comply with any effluent limitation specified in this permit due to an unusual or extraordinary orcurrence, the permittee shall inimadintely notify and provide the Regional Administrator and the State with Lha following .Information, in writing, within five (5) days of becoming aware of such condition: a. A description of the discharge and cause of noncompliance; and b. 'file ,�,Jod of noncompliance, including exact dates and times; or if not corrected, the anticipated time the nonr.umpliance is expected to continue, and steps being taken to reduce, eliminate and prevent recurrence of the noncomplying discharge. 3. Onshore -offshore construction This permit does not authorize or approve the collA rection of any onshore or offshore physical st.rnr.tures or fncilil:lcs or Lila under- taking of. any work in any navigable waters. 141 CROII LI4ED BY JORM MICR+LAB ffDAP PAPI191 • Df5 MOINES MILROFILMLL) BY JORM 141CROLAB 4. Adverse Impact LLOAk RAPIDS AND jLj J11 PART 11 Prige 11 of 16 Permit No. IA -0042617 The permittee shall take all reasonable steps rb minimize any adverse impact to navigable waters resulting from noncompliance with any effluent limitations specified in-l.his permit, including such accelerated or additional monitoring as nerrssary,to determine the nature and impact of the noncomplying discharge. 5. Bassin Any diversion from or bypass of facilities necessary to maintain compliance with the terns and conditions of this permit is pro- hibited, except (i) where unavoidable to prevent loss of life or severe property damage, or (i.i) where excessive Storm drainage or runoff would damage any facilities necessary for compliance with the effluent limitations and prohibitions of this permit. The permittee shall promptly notify the Regional Administrator and the State in writing of each such diversion or bypass. 6. Removed Substances Solids, sludges, filter backwash, or other pollutants removed from or resulting from treatment or control of wastewaters shall be disposed of in a manner such is to prevent any pollutant from such materials from entering navigable waters. 7. Power Failures In order to maintain compliance with the effluent limitations and prohibitions of this permit, the permittee shall. either: a. In accordance with the Schedule of Compliance contained In Part I, provide an alternative power source sufficidn[ to operate the wastewater control facilities; or, if no date for implementation appears in Part I, b. halt, reduce or otherwise control production and/or all discharges upon the reduction, loss, or failure of one or more of the primary sources of power to the wastewater rontrol fariliti.rs. MICROFILMED BY JORM rAICR6LAB CFDAR RApinS • nrS MOINES mi L,kUFILMED By JORM MICROLAB CLUAk RAPIUS ANU UL', ''1U,:1L PART I1 - Pagc 12 of 16 Permit NO -IA -0042617 8. Facility 02eration and Quality Control All waste col lecti.nh, control, treatment and disposal facilities shall he npnralt+d in a manner consistent with the following: ! a. At alltimes, all facilities shnll lie operated as efficiently as possible and in a manner which will minimize upsets and di.scharges of excessive pollutants. b. The permittee shall provide an adequate operatir,i; staff which is duly qualified to carry out the operation, maintenance and testing functions required to Insure compliance with the con- ditions of this permit. C. Maintenance of Lrentment facilities that resu.ltn in degrada— tion of effluent quality shallbe scheduled during non-critical water quality periods and shall be carried out in a manner approved by the permitting authority. 9. Discharge Consistency The permittee shall maintain and operate the facilities under his control with sufficient personnel, standby equipment, adequate power, in inventory of rnpinc:ement parts, and a satisfactory - contingency plan Lo.nssure that the quality of the discharge(s) will meet the effluent limitation requirements. i -. 10. Industrial Users The permittee shall. require nny industrial. user of the treatment ' works to comply with the requirements of Sections 204(b), 307, and 308 of the Act. Any Industrial user subject to the requirements { of Section 307 of tate Act shall be required by the permittee to Prepare and tra»smi.t to the Regional Administrator periodic notice (over Intervals not to exceed nine (9) months) of progress toward full complinnce with Section 307 requirements. ... 'file permittee shall require any industrial user of storm sewers to comply with the requirement of Section 308 of the Act. �... 141CROFILIIED BY JORM MICR#LAB rvnnR rinrtns • ors !4mw[s ilk,RUFiLMED BY JORM MICROLAB B. RESPONSIBILITIES 1. Right of F.nt�jy CEDAR RAPIDS AND JL5 PART II Page 13 of 16 Permit No. IA_0042617 The permtttce shall allow the head of the State water pollution control agency, the Regional Administrator, and/or their authorized representatives, upon the presentation of credentials: a. To enter upon the permittee's premises where an effluent source is located or in which any records are required to be kept under the terms and conditions of this permit; and b. At reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit; to inspect any monitoring equipment or monitoring method required in this permit; and to sample any discharge of pollutants. 2. Transfer of Ownership or Control In the event of any change in control or ownership of ft from which the authorized discharges emanate, the permit notify the succeeding owner or controller of the exister permit by letter, a copy of which Shall be forwarded to Administrator and the State water pollution control igen 3. Availability of Reports Except for data determined to be confidential under Sect of the Act, al.l reports prepared in accordance with the this 'permit shall be available for public inspection at Of the State water pollution control agency and the Regio Administrator. As required by the Act, effluent data shi be considered confidential. Knowingly making any false : on any such report may result in the imposition of crimii penalties as provided for in Section 309 of the Act. 4. Permit ModtfiraL.ion After notice and opportunity for a hraring, this permit modified, sa::pcnded, or revoked In whole or in part Burin term for cause including, but not limited to, the follows. MICRUILMED By JORM MICR6LA9 MAP PAPM • PFS MOVIFS 1.1 uukUi ILi4LU BY JOR14 14ICRULAB LEUAR RAPf05 ANu LJL`, :IUI:,L, PART II Page 14 of 16 Permit No. IA_0042617 5:,,kr.,..�. MICRO FILMED BY JORM MICR(�LAB rrDAR RAPIDS • pf5 MDINFS Violations of any terms or conditions of this permit; a. _ b. Obtaining this permit by misrepresentation or failure to disclose fully all relevant facts; or in acondition requires eithertemporary c. rrmnentceducLonotion of ocpae ' discharge.. 5. Toxic Pollut=nts ! Notwithstanding Part I1, B-4 above, if a toxic effluent standard or specifie in Stich _I. prohibition (including an schedule of compliance under Section 307(x) effluent standard or prohibition) is established is present in the discharge of the Act for a toxic pollutant which shall be revised or " I j and such pollutant in this permit, this permit effluent standard or prohibition i modified in accordance with the toxic and the permittee so notified. ! 6. Civil and Criminal Liability Except as provided in permit conditions on "Bypassing" (Part II, A-5) shall be I - and "Power Failures" (fart lI, A-7), nothing in this permit or criminal penalties construed to relieve Che permittee from civil noncompliance is due to for noncompliance, whether or not such as accidents, equipment breakdowns, factors beyond his control, such or labor disputes. 7. Oil and Ilazardous Substance Liability Nothing in this permit shall be construed to preclude the institution ! of any legal action or relieve the permittee from any responsibilities, is or may be subject liabilities, or penalties to which the permittee under section 311 of the Act. 8. State Laws .., on 1 Nothing in thin permit shnll be construed to procludo Lhc. insib. ili ie .I of any legal action or rel.leve the permitLee from any re�llicableState '-' liabilities, or penalties establisled aby nt to 510 of the Act. law or regulation under authority I )reserved 5:,,kr.,..�. MICRO FILMED BY JORM MICR(�LAB rrDAR RAPIDS • pf5 MDINFS I•IILMi ILMEJ BY JURM LIILROLAB LEDAk RAPIJS AND JE: IART II Page 15 of 16 Permit No. IA -0042617 9, Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury.to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. 10. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumsLance, is held invalid, the application of such provision to other circumsLances, and the remainder of this permit, shall not be affected thereby. 11. Prohibition of Additional Service Connections Should there be a violation of any conditions of this permit, the Environmental Protection Agency has the authority under Section - 402(h) of the Federal Water Pollution Control Act Amendments of 1972 to proceed in•a court of competent jurisdiction to restrict or prohibit further service connections to the treaLlnent system covered by Lhis permit by any sources not utilizing the system prior to the finding that such a violation occurred. It is intended that this provision be implemented by the Agency (or by the State of Iowa) as appropriate. ' Y ,RN .f 141CROFIL14ED BY i 1 JORM MICR6LAB rrOAR PAPIOS • US MOINES Mk,i0 ILMEu BY JORM MICROLAB • CEDAR RAV IDS AVID UL.) J11' Page 16 of 16 Permit No. IA -0042617 PART III OTHER REQUIREMENTS _. 1. Outfall description(s): Outfall Serial Number Description 001 Outfall from standard -rate trickling filter plant. 2. The permittee shall employ, contract with, or otherwise maintain an operation and maintenance staff adequately trained and knowledgeable in the operation of any treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditi.ons•of this permit, in accordance with Part 2 of Division III of Chapter'455B, Code of Iowa, 1973, or any rules promulgated pursuant thereto. 3. Flows are to be determined with a calibration device providing a maximum deviation of t 15 percent from true discharge rates throughout the range of discharge levels. It is recommended that devices and techniques be selected from the "U.S. Water Measurement Manual, 2nd Edition, 1967" which is available from the Government Printing Office at $5.80, Stock Number 2403-00086. Selection of flow monitoring methods not contained in this reference will require submission of adequate proof to document accurate calibration. I41CROFILMED BY JORM MICROLAB UDAR PAPID; • PCS MOVIES rliLiZUl ILMLU BY JORM 141CROLAB ctober 20, 1975 CERTIFIED MAIL CLOAK kAPIuS AhW oL�, I4U.;,L iowa de, tment of environment^quality' Mr. Ray S. Wells, City Manager 410 E. Washington Street Iowa City, Iowa 52240 _. ATTENTION: Mr. Richard J. Plastino, Director of Public Works RE: Operation Permit No. 5-52-25-0-01 Iowa City Main Pollution Control Plant Gentlemen: Ile are herewith forwarding one copy of the operation permit for the facility cited above. Please note the conditions and requirements contained in this permit. Your permit is a legally binding document and contains stipulations which may require official city —' actions; therefore, we suggest that topics be made and distributed to all appropriate city officials. We further suggest that the original be kept in the city files with a list of those persons who have received copies. The'monitoring requirements specified on pages 2 and 3of the enclosed permit are considered _ the minimum acceptable for your treatment facility. Additional testing and analyses are recommended. The monthly records of operation are currently being submitted by your treat- ment plant operator in accordance with the Rules of this Department. All monitoring results required in your enclosed permit shall be submitted on your monthly.records of operation -tport form. Where forms do not provide spaces for all required monitoring results, an _Jditional page may be. attached to the standard form. Also note the schedule of compliance contained in Condition Number 4 of the permit. We are enclosing copies of a progress report form which may be used to submit the required 180 -day --.progress reports. The first progress report is due in this office on or before May 1, 1976. .We have included our guidelines for minimum self-monitoring requirements: and a general letter Jof their explanation. Ile hope these will help you understand your community's* obligations and role in Iowa's water.pollution control program. They should be helpful in understanding the requirements set forth in your operation permit. .. —If you ,have any questions, please do not hesitate to contact our Regional Office in Washington or this office directly at 515/265-8134. . Sincerely, -WATER QUALITY MANAGEMENT DIVISION �. �� —Keith Bridson, P.E., Chief Permits Section ICB/JRS/jp —Enc. cc: DEQ Regional Office No. 6, Washingdon, Iowa Mr. Harry Boren, Wastewater.5upt. _ Mr. Carl Walter, EPA-••.�.,,.....I ,._.,. • �; I ? L1 19%5 3920 Delaware Ave., P.O. Boz 3326, Des Moines, Iowa 50316 • 515 64-81Y 4.., — arl•r,n n , MICROFILM BY ' JORM MICRWLAB crnna Rnrins •ars Iaolrv�s biiw(UrILMLO BY JURM MICROLAB O (EDAk kAPIJ'� AND JL 'w., Statr of Iowa UFI'ARTHFNT OF F.I.I'IR0i;ME.NTAL QUALi'lY WATER QUALITY MANACLI.IENT DIVISION OPERATION PERMIT FOR DISCHARGES 114TO WATERS OF THE STATE Iowa Operation Permit No. _ Date of Issuance _October 20. 1975 Date of Expiration Jtily nt. to the authority of Chapter 455B.32, 455B.45 and 455B.74, Code of Iowa, Pursua 1975, and Rule 19.3(455B) of the Rules of the Iowa Department of Environmental Quality (January, 1974, Supplement I.D.R.), the terms, conditions, and require- ments of Permit No. 64-223-5 issued September 30, 1964, and Permit No. 71-13-5 issued January, 28, 1971, are hereby incorporated within this permit as if set forth in full, except where said terms, conditions and requirements have been modified by the terms, conditions and requirements of this permit. Pursuant to the above authority, the Executive Director of the Department of Environmental Quality does hereby issue his permit and he wfor te astehor other ustrial iwaste into waters on of the lofythe mState tfor dthehfacility iscarge of sdesawaciribeddbelow: — Name and Mailing Address of Applicant: City of Iowa City — 410 E. Washington Street Iowa City, Iowa 52240 _ Identity and Location of Facility: Iowa City, pollution Control .Plant Facility No. 52-25-0-01 1000 South Clinton Street Section 15, T79N, R611, Johnson County, Iowa - _ Receiving Watercourse: _ Iowa River tributary to Mississippi River The permittee is hereby authorized to operate the disposal•sypLom and to discharge the pollutants specified herein into State waters in accordance with the effluent limitations;- monitoring requirements and other stipulations set forth in the —. following general and special conditions: GENERAL AND SPECIAL CONDITIONS 1, This permit shall expire at midnight on July 1, 1979. The permittee shall file for renewal of this permit at least 120 days prior to its -- expiration. Continued operation of said disposal system or discharge from said facility after expiration of this permit is prohibited. 2. Outfall description(s): Outfall Serial Number Description 001 Outfall from standard -rate trickling filter plant 5...�t•r+- MICROFILMED BY ' JORM MICR+LA6 LFDAR RAPIRS • p6 M019FS r•11CkoiILMLU BY JORM MICROLAB LEUAk kAPIJ� AND uLj I'lUn�u, .JVII• F..lt 1,�.— Page 3 of 7 I I i, 3. LIMITATION3 AND MONITORING REQUIREMENTS FOR SIGNIFICANT INDUSTRIAL/COMMERCIAL CONTRIBUTORS During the effective period of this permit, the permittee is authorized to accept for treatment such sewage, (b) industrial waste, or other waste as may be contributed by the significant industrial/commercial facilities identified below. The permittee shall report to the Executive Director, in writing, at least 180 days in advance of any new facility expansions, production increases, or process modifications or the connection of any new contributor which may result in new, different or increased discharges of •sewage, industrial waste or other waste. "Significant Industrial/Commercial Contributor" is defined as any facility for which at least one of the following abplies: (a) the facility contributes at least 50,000 gallons of wastewater per day at maximum discharge, ) / (b) the facility contributes at least 5% of the organic or hydraulic loading of the treatment facility, (c) the facility contributes toxic materials which may adversely affect the treatment process, or (d) the facility contributes any waste which may have an adverse or deleterious impact on the treatment facility. The permittee shall limit and monitor said sewage, industrial waste or other waste for .each facility as specified: Monitoring Requirements Industrial/Commercial Wastewater Limitations Measurement Sample Contributor Wastewater Parameter Daily Avg Max Frequency Type Procter and Gamble Flow Daily 24 -hr. Total Manufacturing Co. BOD (5 -day) - 2/month 10 -hr. Composite Suspended Solids - - 2/month 10-hr*CollippH - 2/month Grab J MICROFILMED BY - J ORM MICR+LAB Cf OAR RRPIM • DCS MOVIES f,jj6 01ILMEO BY JORM MICROLAB CEDAR RAPws AND uL� —, --, --- eermit No. b -S2-25 Ol Page 2 of 7 3. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the date of issuance and lasting throughthe expiration date the permittee is (a) authorized to discharge from outfall serial number 001. j Such discharge shall. be limited and monitored by the permittee as specified: Effluent Limitations Monitoring Requirements kg/day'(lbs/day) Other Units(Specify) Measurement Sample Sample Wastewater Parameter Daily Avg Max Daily Avg Max Frequency Type Locatlo Flow m3/day (MGD) - - 30,280(8.0) 45,420(12.0) Daily 24 -hr. Total l or 2 BOD (5 -day) 908(2001) 1361(3002) 30 mg/1 45 mg/l 3/week 24 -hr. Composite I'2 .�\ i Suspended Solids 1513(3336) 2269(500,1) 50 mg/1 75 mg/1 3/week 24 -hr. Composite 1 /)1 Ammonia Nitrogen (as N) 3/week 24 -hr. Composite 1,- Settleable Solids - - - - 5/week Grab 1,2,3 pM From 6.5 to 9.0 5/week grab 1,2,4 Dissolved Oxygen - - - 5/week Grab 2 Temperature _ 5/week Grab 1,4 EQAP*• 1/month Grab 2 i BOD .(5 -day) - - - - 1/month 6 -hr, Composite 3 i Suspended Solids - - - - 1/month 6 -hr: Composite 3 Volume (gpd) - - - - Daily 24 -hr. Total 5 Total Solids - - - - 1/week Grab 5. Total Volatile Solids - - - 1/week Grab 5 Total Alkalinity - - - 2/week Grab 4 i Volatile Acids - - - - 2/week Grab 4 Cadmium - - - - 1/ 6 months Grab 1,4 ? Copper - - - l/ 6 months Grab 1,4 Zinc - - - - 1/ 6 months Grab 1. There shall be no discharge of floating or settleab16'substances in other than trace amounts. *Samples collected as specified in the monitoring requirements shall be taken at the following locatien(s): 1 - raw wastewater influent to the treatment facility 4 - contents .of the sludge digesters 2 - final effluent from the treatment facility 5 - sludge we.,(el from the secondary digester i 3 - wastewater flow following primary clarification ' **Sample submitted for the Effluent Quality Analysis Program (EQAP) conducted in accordance with Chapter 18 of the Rules of the Iowa Department of I Environmental Quality (1975 Iowa Administrative Code). wicRoruwro BY I JORM MICR+LAE CFMR RAPIDS . DCS MOINCS 4 MALI(& iLMLO BY JORM MICROLAB SCHEDULE OF COMPLIANCE LLUAR RAVluS AND uL� :Iu.;,L:, The permittee shall achieve compliance with the effluent limitations, monitoring requirements and other stipulations in .9ccurdanca with the following implementation schedule: — hllen used below, "required facilities" means those facilities provided by the permittee which will achieve compliance with the following limitations: Wastewater Parameter Daily Avg Max Daily Avg Max Biochemical Oxygen Demand (5 -day) 1588 lb/day 2382 lb/day 18 mg/1 27 mg/1 Suspended Solids 2205 lb/day 3528 lb/day .25 mg/l 40 mg/1 _ Ammonia Nitrogen (as N) 617 lb/day 1059 lb/day 7 mg/l 12 mg/1 Fecal Coliform Organisms Disinfection Facilities Required Reports of regional personnel and self-monitoring reports indicate excessive infiltration%inflow catLses bypassing and hydratilic.overload, reducing treatment f — efficiency. llie permittee shall achieve complian ce.with-the effluent limitations ^ above and provide.a minimum 85 percent removal of biochemical.oxygeti demand (5 -day) and suspended. solids either by removal of the excessive infiltration/inflow or by providing.additional treatment facilities. I (a) by September 1, 1976, the permittee shall submit to the Iowa Department of j Environmental Quality (DEQ) a complete facilities plan for the construction - of the required facilities. j (b) by July 1, 1977, the permittee shall submit to .the Iowa DEQ final plans and - specifications for the construction of the required facilities. i , f (c) .by Jnnuary'1, 1978, the permittee shall award a contract or contracts for the construction of the required facilities. (d) by July 1, 1979, the permittee shall complete construction of the required facilities, and by said date, shall submit .to the .Iowa DEQ certification by a registered professional engineer that the constnlction thereof has been completed in accordance with the application, plans, specifications and permit therefor. (e) the permittee shall submit to the. Iowa DEQ 180 -day progress roports stating the progress being made toward completion of.the required facilities. The first .such report shall be submitted on or before May 1, 1976. T. k': MICR01'ILMED OY JORM MICROLAB CrOAR RANTS - 0ES VIM I.11LkUi !LMLO BY JORM 141CRULAB LLUAR RANI" Ai7U JLC ;'i ;a L. n rage 5. of 7 5, Pur:,uant to the provis,,,ns of Chapter L'S1S.3, Code of ,...a, 1975, the permittee shall allow the Executive Director or hit: designees to enter upon the permitLee's premises at any reasonable time to conduct an i.nvice:tigaLion of all treatment or control facilities or systems provided or used by, the permittee to achieve compliance with the terms and conditions of this permit. 6. Pursuant to Condition Number 3,the permittee shall.corduct all required monitoring in accordance with the following pruviSioiYs: (a) Samples and measurements taken as required herein shall be representative of the volume and nature of the monitored wastewater. All effluent samples shall be collected at the point of discharge prior to the combination of the specified discharge with any other effluent. (b) The permittee shallrecord the results of all required analyses and measure- ments and shall submit said records to the Department on forms provided by - the Department on a monthly basis; said records of operation being due by the 10th day of the month following the reporting period. i (c) The analytical and sampling methods used shall conform to the following reference methods or equivalents approved by the Department: (1) Standard Methods for the Examination of Water and Wastewaters, 13th Edition, 1971, American Public Health Association, New York, New York _ 10019 --, (2) Manual of Methods for Chemical Analysis of Water and llasCes, 1974, Environmental Protection Agency, Office of Technology Transfer, Methods Development and Quality Assurance Research Laboratory, NERC, Cincinnati, Ohio. -.45268 r (3) Standards, Part 23, Water; Atmospheric Analysis, 1970, American _A.S.T.M. Society for Testing and Materials, Philadelphia, PA 19103 - (d) The permittee shall maintain records of all information resu.l'ting from any moni- toring activities required pursuant to this permit. Such records shall include: (1) the date, exact place, and time of sampling; ' (2) the dates the analyses were performed; - (3) the identity of the analyst or analytical laboratory; (4) the analytical techniques/methods used; and (5) ti,e results of each analysis. (e) The permittee shall retain for a minimum of three (3) years any records of monitoring activities and results, including all original strip chart record- , ings and calibration and maintenance records for continuous monitoring instru- mentation. This period of retention shall be extended during the course of any unresolved Iftigation or when requested by the Executive Director. — (f) if the permittee monitors any parameter at the locations) designated herein = more rrnn,lently than required by this permit, using approved analytical methods is specified above, the results of such monitoring shall be included in the records of operation submitted to the Department. ' I41CROFILI-ILD 9Y JORM MICR+LAE CrDAR 4PInF . pr5 i-0OISlrS Miukdi-f LMLU 8Y JURM f•IICRULAfi LEUAR RAP IU� AND ULA >i�!�•L.. . 6. (g) The following def.,..tinns shall apply: (1) The "Daily Average" discharge means the sum of the total daily discharges by weight, volume or concentration during the reporting period divided by the total number of days during the reporting period when the facility was in operation. With respect to the monitoring requirements, the "Daily Average" discharge- shell be determined by the summation of all the measured daily discharges by weight, volume or concentration divided by the number of days during the reporting period when the measurements were made. (2) The "Maximum" discharge means the total discharge by weight, volume or con- centration which cannot be exceeded during any 24-hour period. (3) A "Crab Sample" is a representative portion of the sewage, industrial waste, other waste, surface water or groundwater collected at a specific time with no regard to flow, rate. - J (4) A "Composite Sample" consists of a number of grab samples collected at regular time intervals over a given time period and combined in propor- tion to the flow rate at the time of sample collection, .••(h) The permitteeshall submit samples for the Effluent'Quality Analysis Program (EQAP) conducted by the Department in accordance with Chapter 18 of the Rules of the Department (1973 I.D.R.). The Department shall notify the ..� permittee oT the method and procedure for sample collection. ! 7. The permittee shall employ, contract with, or otherwise maintain an operation and imaintenance staff adequately trained and knowledgeable in the operation of any treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditions of this permit. 8. The discharge of any sewage, industrial waste, or other waste more frequently than or at a level in excess of that authorized herein shall constitute.,,a violation of this permit. The permittee shall report to the Executive Director, in writing, at �- .•,least 180 days in advance of any facility expansions, production increases, or process modifications which may result in new, different or increased discharges of sewage, industrial waste or other waste. 9. Any diversion from or bypass of facilities is prohibited, except (i) where unavoid- able to prevent loss of life or severe property damage, or (ii) where excessive storm drainage or runoff would damage any facilities necessary for compliance with the effluent limitations and prohibitions of this permit. The permittee shall promptly notify the Executive Director of each such diversion or bypass pursuant to the provisions of Rule 17.6 (4558) of the Rules of the Department (1973 I.D.R.) 10. If, for any reason, ,the permittee does not comply with or will be unable to comply with any conditions specified in this permit, the permittee shall provide the Executive Director with the fol.fowing information, in writing, within five (5) days of becoming aware of such noncompliance: (a) A description and cause of noncompliance; and (b) The period of noncompliance, including exact dates and times; or, if not corrected, the anticipated time the noncompliance is expected to continue, and steps being taken to reduce, eliminate and prevent recurrence of the noncompliance. 141CROFILIIED RY JORM MICR6LAB rfPAR PAPMP n[S AOIVES hiiL1<W ILMLU BY JORM MICROLAB LEDAR RAPIUS AND JL. —. ;c,t Im. 5-52-25-0-01 Page 7',of 7 11. The permittee shall aL all times main'ain in guod working order and operate as efficiently as possible all trvatment or control facilities or systrms installed or used by the permittee to achieve compliance with the terms and conditions of this permit. 12. Solids, sludges, filter backwash, or other materials removed in the course of treatment or control of wastewat-ers shall be disposed of in compliance with the provisions of Chapter 455B, Code of Iowa, 1975, and any rules promulgated pursuant thereto. — 13. If title to the facility, disposal system or part thereof for which this permit has been issued is transferred, the permittee shall notify the new owner in writing ' of this permit and the new owner shall be subject to all terms and conditions of _ this permit. . Whenever title to a facility, disposal system or part thereof is . transferred, the Executive Director shall be notified of such transfer within — thirty (30) days.- ays._14.•.This 14.- Thispermit does not authorize or approve the construction, modification or 'I addition, to any disposal system or facility. No alterations or additions to any disposal system shall be made without the written consent of the Department pursuant to Rule 19.2 (455B) of the Rules of the Department (January, 1974, y.. Supplement I.D.R.). 15. The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the re- mainder of this permit, shall not be affected thereby. 16. No legal or financial responsibility arising from the operation or maintenance of any disposal system or part thereof installed by the permittee to achieve ! compliance with the conditions of this permit shall attach to the State of Iowa . or the Department of Environmental Quality. 17. The issuance of this permit in no way relieves the permittee of"Lhe responsibility for complying with all local, state, and federal laws, ordinances, regulations or --,-other requirements applying to the operation of this facility. For the Department of Environmental Quality: J Larry Crane, Executive Director: By � scph/L. Ob r, 1'.1., director ator Quality DLuulgomont Division 14ICR111lLMEB BY JORM MICR( LAB CEDAP RIND' • PES MBIVCS l-'iiLl(WIL4cO BY JORM MICROLA8 CEDAR RAPIDS AND CLL tui:iL_, .J+111 Permit Nu. IA 0059731 A pplicx(on Na. IA 0059731 AUTIIORI7.ATION TO DISC11A1IGF. UNI)FR T11F NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of the Federal Water Pollution Control Act, as amended, (33 U.S.C. 1251 ct. sell; the "Act"), The City of Iowa City Civic Center 410 East Washington Street Iowa City, Iowa 52240 is authorized to discharge from a facility located at Iowa City Municipal Water Treatment Plant 330 North Madison Street Iowa City, Iowa 52240 to receiving waters named Iowa River in accordance with effluent limitations, monitoring requirements and other conditions set forth in Parts 1, 11, and III hereof. i This permit shall become effective on July 13, 1975 unless an adjudicatory henri is requested pursuant to 40 CFR 125.36 within to days. following receipt of this perm I' This permit and the authorization to discharge shall expireat midnight, July 12, 1980 • I Signed this 13 day of June, 1975 Jerome H. Svore Repional Administrator U.S. Environmental Protection Agency EPA Ferm 3320_I (10-77) Region VII 14ICROFILMED BY r JORM MICR+LAB CfnAR RAPTPS • nCS MOVIES hiii.RWALMLO BY DORM MICROLAB CLUAR RAPIDS AND ULS I'IUila.,, A. EFFLUENT L511TATIONS AND MONITORING REQUIREMENTS with the During the period beginning effective date and lasting through March 31, 1977 he permittee is authorized to discharge from outfall(s) serial number(s) 001 Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristic Discharge Limitations Monitoring Requirements kg!day (lbs/day) Other Units (Specify) Measurement Sample Daily Avg Daily Max Daily Avg Daily Max Frequency Type Flow—ma/Day (MGD) N/.c N/ -ft N{ -A NIA- Daily Average Meter Reading or Estimate Total Suspended Solids Not To Exceed Current Operational Levels Monthly Composite C # Iron (Dissolved) Not To Exceed Current operational Levels Monthly Composite s Aluminum (Dissolved) Not To Exceed Current Operational Levels Monthly Composite i s The pH shall not be less than 6.0 standard units nor greater than 11.0 standard units and shall be monitored i once per month using a grab sample There shall be no discharge of floating solids or visible foam in other than trace amounts. i O N Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): Samples are to be taken at a point after treatment but before discharge to the receiving H stream. > e '+ 0 0 N V u r RICROFILNED BY i JORM MICR4•LA13 crnAR RACInS nFS MOINES I 1410WIA LMED BY JORM MICROLAB CEDAk RAP10b A110 oc:) ;'iu;IlL,, •0V111 A. EFFLUENT LII111TATIONg AND MONITORING REQUIREMENTS During the period beginning April 1, 1977 and listing through the date of expiration 'the permittee is authorized to discharge from outfall(s) serial number(s) 001 Such discharges shall be limited and monitored by thepermittee as specified below: . EtIIuznt C] :rct r. tic Discharge Limitations Monitoring Requirements kg/day (lbs/day) Other Units (Specify) Measurement Sample Daily Avg Daily Max Daily Avg Daily Max Frequency Type Flow—m3/Day (MGD) N/7r N/ -It N/,r N/!r Daily Average Meter Reading or Estimate Total Suspended Solids N/A N/A 20 mg/l 30 mg/1 Monthly Composite Iron (Dissolved) N/A N/A 1.0 mg/l 2.0 mg/1 Monthly Composite Aluminum (Dissolved) N/A N/A 1.0 mg/1 2.0 mg/1 Monthly Composite The pH shall not be less than 6.0 standard units nor greater than 11.0 standard units and shall be monitored monthly using a grab sample. � � 9 There shall be no discharge of floating solids or visible foam in other than trace amounts. a Z w M Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): , o 0 > A Sample are to be taken at a point after treatment and prior to discharge to the receiving stream. e o v o w r 141CWILMID By 1 JORM MICR+LAB CFBAR RAPIM • OFS MO VIFS MiukOflLMED BY JORM MICROLAB CEDAR RAPIUJ AMU L)L, IIU,!1L,, .Je- I PART Parc 4 of . 10 Pamil Nn. IA 0059731 B. SCEIROULE OF COMPLIANCE 1. The permittee shall achieve compliance with the effluent limitations specified for discharges in accordance with the following schedule: completion of final plans by — September 1, 1975 Commencement of construction by — March 1, 1976 Construction Progress report — September 1, 1976 Completion of Construction by — March 1, 1977 Attainment of operational level by — April 1, 1977 2. No later than 14 calendar days following a date identified in the above schedule of compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dales, a written notice of compliance or noncompliance. In the latter case, the notice shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next scheduled requirement. 141CROFIL14ED 6Y - DORM MICR+LAB MAP PAI'IM • irF moitirs 14ILIWIALMEU BY JORM I.1ICROLAB • LEOAk RAPIJS AWJ L)L '— Page 10 or 10 Permit No. IA 0059731. 9. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. 10. SeoerabUity The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to othercircumstances, and the remainder of this permit, shall not be affected thereby. PART III OTHER REQUIREMENTS This permit also includes concentration limits for certain pollutants. Therefore, the following definitions should be added: a. The "daily average" discharge means the arithmetic sum of the daily values (expressed in concentrations) collected during the month divided by the days of operation in a calendar month. Where less than daily sampling is required, use the number of days during the month when the measurements were made. b. The "daily maximum" discharge is the daily value obtained during any calendar day. 141CROFILIIED BY I JORM MICR+LAB MAP RAPIPS • OfS MOIRES K1L,k0r1Li4LD BY JUNM MICROLAB LLDAH kAFIJ') AND UL, .'iu.:iL,, .J1• August S, 1975 ;i'ri✓ Mr. Nail B. Fisher, Engineer Fute. '{ 1975 University of Iowa (later Plant �Durlington Street 11 MIAMI OPAIM Iowa City, Iowa 52242 la'NAC:::t1ENT Dear :Sr. Fisher: NPDES No. IA 0059021 Consultations between the Iwn Department of Environmental Ounlity and this office concerning your recently issued HPDF.S discharge authori- i zation have resulted in a minor change in this permit. On page 3 of 10, flow limitations and parameter woight limitations have been added. These figures vere based upon your November 1974 submittal (Application for an — Operation Permit, Form R) to the I.D.E.Q. Please note that thaea changao do not alter the finnl limitations on the compliance schedule to meet these limitations. To avoid possible future misunderstandings, we respectively request that you replace your icurrent page 3 of 10 with the enclosed pago. I Should you have questions or comments on this matter, pleave contact Mr. Ralph Flournoy of. the Permit and Complianca Branch at 916-374-5955. 1 — Very truly yours, 1 -. Jerome 11. Swore �i Regional Administrator Enclosure cc: Iowa Department of Environmental Quality ENFC-P1ICP:MDTurvcy:d1:x5955 PMCP PMCP FNFC ROAD C• ¢'' y Id ICROFILMED BY : I JORM MICR+LAO CEOAP P.APIO1 I`f5 ROCKS MlLkW ILMLO BY JORM MICROLAB CEDAR RAPIDS ARD oL�, I I I i A. EFFLUENT LIMITATION§ AND MONITORING REQUIREMENTS During the period beginning January 1, 1977 and lasting through the date of expiration, !the permittee L authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristic Discharge Limitations Monitoring Requirements i kg/day (lbs/day) Other Unite (Specify) Measurement Sample Dally Avg Daily Max Daily Avg Daily Max Frequency Type I Flow—m9/Day(MOD) N/A N/A- 64(0.017) 128(0.034) Monthly Meter Reading or Estimate i Total Suspended Solids 1.28(2.83) 1.93(4.25) 20 mg/l 30 mg/l Monthly Grab The pH shallnot be less than 9.0 standard units nor greater than 11.0 standard units and shall be monitored monthly using a grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): After treatment and before discharge to receiving stream. 141CROFILMED BY JORM MICR+LAB rrPAP PWlnS . nE_t MOINES MICROMMEO BY ' JORM MICR+LAB MAP POPM • OrS MOMES Mil.ROI ILMLU BY JORM MICROLAB LLUAR RAPIDS MU uL� ?Iv:r���. .�• I'rnnn N... TA 0059021 APpNi ion No. IA 0059021 AUTHORIZATION TO DISCHARGE UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of the Federal Water Pollution Control Act, as amended, (33 U.S.C. 1251 et. seq; the "Act"), University of Iowa Water Plant Burlington Street Iowa City, Iowa 52242 ^i _ I is authorized to discharge from a facility located at University of Iowa Water Plant Burlington Street I Iowa City, Iowa 52242 j to receiving waters named IIowa River in accordance with effluent limitations, monitoring requirements and other conditions set forth in Parts 1, 11, and III hereof. i This permit shall become effective on July 13, 1975 unless an adjudicatory hear i is requested pursuant to 40 CFR 125.36 within 10 days following receipt of this perm. i This permit and the authorization to discharge shall expire at midnight, July 12, 1980 Signed this 13 day of June, 1975 i i Jerome H. Svore Regiold Milinistrabr U,S. Envh0nUIN11131 PloteCilOn Agency R,;gioll VII EPA Form 77]0-1110-771 MICROMMEO BY ' JORM MICR+LAB MAP POPM • OrS MOMES MILRUH L!4LD BY JORM MICROLAB CEDAR RAVIUS AND ULS ;'IUlfiu, w411 A. EFFLUENT Lrb1ITATIONS AND MONITORING REQUIRENIENTS with the date During the period beginning of issuance and lasting through December 31, 1976 the permittee is authorized to discharge from outfalls) serial number(s) 001 Such discharges shall be limited and monitored by the permittee as specified below: Effluent Characteristic Discharge Limitations kg!day (lbs!day) Other Units (Specify) Monitoring Requirements casurcment Sample hi . Flow—m3/Day (MGD) Daily Avg Daily Max N/� N/� Daily Avg Daily \fax N/A NIA- Frequency Monthly Type Meter Reading or. Estimate Total Suspended Solids Not To Exceed Current Operational Levels Monthly Grab The pH shall not be less than 6.0 standard units nor greater than 11.0 standard units and shall be monitored monthly using a grab sample. There shall be no discharge of floating solids or visible foam in other than trace amounts. Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): Ata point before discharge to the receiving stream. 141CROrILMED BY 1 JORM MICR+LAO rrMR PAPIOS • US 1401111S P116WI ILMLO BY JORM MICROLAB CEDAk RAPIDS ANO uLS hiUlhu, .u,-,. 141CROr ILI.1ED BY ii JORM MICR+LAB rrDAR PAPIDs • PCS w01Rrs 1 A. EFFLUENT LLMITATIOi� AND MONITORING REQUIREMENTS i the date of expiration During the period beginning January 1, 1977 and lasting through 001 the permittee is authorized to discharge from outfall(s) serial number(sl Such discharges shall be limited and monitored by the permittee as specified bellow: y Effluent C7i racteristic Discharge Limitations Monitoring Requirements I kg!day (ibs!day) Other Units (Specify) f' j Measurement Sample Daily Avg Daily Max Daily Avg Daily Max Frequency Type j 1 N/A NIA- Monthly Meter Reading or i Flow—m3/Day (MGD)) N/h N/A Estimate } N/A N/A 20 mg/l 30 mg/l Monthly Grab f Total Suspended Solids 1 I I i 3 The pH shall not be less than 9.0 standard units nor greater than 11.0 standard units and shall be monitored f I monthly using a grab sample. v o 3 There shall be no discharge of floating solids or visible foam in other than trace amounts. z w ti Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): a 0 After treatment and before discharge to receiving stream. o o r 0 N 1 N 141CROr ILI.1ED BY ii JORM MICR+LAB rrDAR PAPIDs • PCS w01Rrs h)1L,R0[ILMEU BY JORM MICROLAB CEDAR RAPIDS A11D OLS hiu i; L PART I Parx Is of 10 Pnmil N.I. lA 0059021. B. SCIIEMLE Or COMPLIANCE 1. The pennittee shall achieve compliance with the effluent limitations specified for discharges in accordance with the fullowing schedule: Completion of final plans by - September 1, 1975 Commencement of construction by - December 1, 1975 Construction Progress report - June 1, 1976 Completion of Construction by - December 1, 1976 Attainment of operational level by - January 1, 1977 2. No later than 14 calendar days 'following a date identified in the above schedule of compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dates, a written notice of compliance or noncompliance. In the latter case, the notice, shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the nett scheduled requirement. MICRURILMED BY ' I JORM MICR#LAB CEDAR RAPI05 • RCS MORICS t41w<O}ILMLU BY JORM 141CROLAB CEDAR RAPiu�) A110 JLS ;'iu:L� �+• Pnwil M, LA 0038431 Alq•aritWm t:,,. M 0038431 AUTIIDItIT.ATIO:1 TO DISCIIArtGE IINDRrt Till; NATIOIr'AL POLLUTANT DISCIfARGL ELIMINATI01`1 SYSTfst•1 In compliance with the provisions of the Federal Water Pollution Control Act, as amended, (33 U.S.C. 1251 et. scq; the "Act'), -- City of Iowa City, Iowa i I l: ,.:»r. I is authorized to discharge frorl a facility located at 1 :Irg911Y ,. Highlander Lagoon — Facility No. 52-25-0.02 J Iowa City, Iowa 52240 Sec. 36, T80N, R6W, Johnson County, Iowa I to receiving waters named J i+ Rapid Crec•lc tributary to Iowa River t Yin accordance with effluent limitations, monitoring requirements mid other conditions set forth _ in Parts !, 11, and III hereof. This permitshall become effective on February 12, 1975 unless an adjudicatory hcarir is requested pursuant to 40 CFR 125.36 witidn 10 days following receipt of this Perait This pennit and the authorization to discharge shall expire at midnight, October 31, 1979 Signcd this 13 day of January, 1975 Jerorne H. Svure Regional Adnlini�trator U.S. Envirolnnental Protection Agency ^ Region VII EPA Fn,m 3350-1110-731 .w 141CROFILMED BY JORM MICR+LAB MAP PAI'In5 • nl"S MOINES F1:l.idW !L:ILU BY DORM 141CROLAB CLUAR RAPIJy ANJ JL> Page 2 of 14 PART I Permit No. IA -0038431 A. EFFLUENT LIMITATIONS AND MONITORING REQUIRMENTS - MERIN 1. During the period beginning on the effective date and lasting through June 30, 1977, permittee is autho.ized to discharge from outfall serial number 001. Such discharges shall be limited and monitored by the permittee as specified: Minimum Effluent Limitations Moni,torin?R2. uirements kg/Jay(lbs/day) Other Units(Specify) Measurement Sample Sample Wastewater Parameter Daily Avg Nay* Daily Avg Max Fregt:ency Tv -,e Lor.:tion* **Biochemical Oxygen 1.7(3.7)0 2.5(5.6)@ 30 mg/1 45 mg/l 2/wee}; grab 1,2 Demand (5 -day) quarterly composite 1 EQAP --- --- --- --- monthly g•rnb 2 **Suspended Solids 2.8(6.2)@ 4.2(9.4)@ 50 mg/l 75 mg/l 2/week grab 2 **Flow - m3/day (MGD) --- --- 56(.015)@ 83(.022)@ quarterly composite daily --- 1 1,2 **pH 6.5-9.0 (not to be averaged) --- 2/week grab 2�2a Temperature --- --- --- --- 2/creek grab I Dissolved Oxygen --- --- --- --- 2/week grab 2,2a Ammonia Nitrogen (as N) --- --- --- --- 2/week grab 2 There shall be no discharge of floating or settleable substances in other than trAce amounts. Storage and discharge shall be managed in such a manner that there shall be no discharge during low receiving stream flows, and discharge shall be made during average or above average stream floras. @The values specified above may be increased by 7 times the specified value when the lagoon is being lowered for storage purposes. IUIPORTANT - effluent concentration values (shown above) ray not be exceeded *Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): (1) raw influent to waste stabilization lagoon, (2) final effluent from waste stabilization lavoon, (2a) cell contents when storing (sample all cells and average results). **Only these tonitoring data shall be summarized and reported to the F.nvironznni!al Protection Agency. Upon approval by the Regional Administrator an.l/or the Sta.e permi.Lri,,g authority of the analysis submitted according to Part I, Section C.l.a, the effluent limitations nbove no longer apply. MICROFILMED BY DORM MICR( LAB fCOAR ItA P!OS • I1C5 M019C5 10 hilukoi`IUILu BY JORM 141CROLAB CLUAR RAPm A14U uLS hiuiL�: , •���•� - Page 3 of 14 PART I Permit No. IA -0038431 A. EFFLUENT LINITATIMS A:ID MONITORING REQUIRE IENTS - FIN:LL 2• During the period beginning on July 1, 1977 and lasting through the expiration date, permittee is authorized to discharge from outfall serial number 001. Such discharges shall be limited and monitored by the permittee as specified: M1.ninum iMonitoriap ,ennirenants Effluent Limitations _ kg/day(lbs/day) Other Units(5pr_cify) 'lea surenatt Sa;.role Stc^.e 6laste:,ater Parameter Daily Avg Max Daily Avg Max Frecue: c,: Type Location* 2/week grab 1,2 **Biochemical Oxygen 1.7(3.7)@ 2.5(5.6)@ 30 mg/i 45 mg/1 quarterly cograb mp2 osite 1 De:. -.a -id (5 -day) --_ --- --- monthly CQAP ---grab 2 **Suspended Solids 1.7(3.7)@ 2.5(5.6)@ 30 mg/l 45 mg/l ?/week co posite 1 quarterly I **?low m3/day (MGD)--- --- 56(.015)@ 83(.022)@ daily --- 1,2 2/week grab 2,2a **pD 6.5-9.0 (not to be averaged) 2 **Fecal Coliform - --- --- 200 400(weekly monthly grab average) organisms/100 ml --- --- --- 1 •2/week grab I Temperature --- --- --_ 2/week grab 2,2a . Dissolved Oxygen --- --- --- _-- 2/week grab 2 Ammonia Nitrogen (as N) a i The arithmetic mean of the values for effluent samples measuring biochemical oxygen demand (5—day) and suspended solids collected in a period of 30 consecutive days shall not exceed 15 percent of the sritha:eCi.c mean of the values for influent samples collected at approxi-ately the same times during the same period (85 percent removal—minimum). Thera shall be no discharge of floating or settleable substances in other than trace amounts. Storage and discharge shall be mara;;ed in much a manner that there shall be no disccnree durin- to receivinz- stream flowa, and discharge shall be male dozing average or above average stream ilo,a. timer, the specified value ::hcn tihe 1a;oon iE eing 4 i;he :slues snccificd aaove may be increased by 7 hou-n ayave5 may not be eXceede. losered `er storage purposes. 1?_^.:RT•1`ff - effluent concentration values (s. 3 *Sa;:,glc location description on preceding page. *'Onl tlresa nonitorin,,^, data shall be sunn--rized and reported to the Envlronc.entzl Protection A3orcy• micROFILMED BY DORM MICR+LAB CCDAR PAMM • SFS -Iamrs M M!L, W iLMLD 8Y JORM MICkOLAU C. SCi1F.DUl.T: OF COMP1. WME CEUAk MPIU; MD oL Pat'.' 7 of 14 Permit No. TA -0038431 1. The permlttc-- clwll nchigve compl.iancn with the ef(]nent limita- tion; speclfl-d for di=charge::; in accordance with the schedule: a. By June 30, 1475, submit a report, boned on actual sampl.in, data, which -shows that the effluent dischargiid from Lhc present wastewater treatment facility meets the final effluent .limirati.ons as specified in fart I, Section A.2 of this permit. This report will be reviewed by the Regional AdminiatraLor. Upon recelrt of v:it•ren approval of tis report, the effluent limitations specified in Tart 1, Scc!:i•r. A.2 will immadiatcly apply. b. If the report is not :approved, the permittee will be notifiad in writing and the following schedule will apply: (.1) By Srprx-mbr_r 30, 1975, submit report of plans ru meet the effluent limitations specified in Part I, Section A.2. (2) By June 30, 1976, award a contract for upgrading; .facilities. (3) By March 31, 1977, complete construction of upgraded facilities. (4) By June 30, 1977, achieve complinnco with final effluent limits specified in Part I, Section A.2. The :.Lova schedule contains the latest puns:iblu dotes to ::cc: trl.icn the action.,, specified. Earlier compliance Its encouraged. 2. No L..rcr thnn 14 calendar days followin<, a date identified in the above schedule of compliance, the permittee shall suhmLr ciLhor a report of progress, or in the ca,c of spocifled acLlnn:< ho.ini, required by iduuti.fled dates, a Wi itLmt notice of co:nplia:ico or uonc•owIlllanee. In the latter case, rile notire shall lncl.udo the cause of noncompliance, tory remedial act:i.or; tnken, fond Lhc prohahillLy of ntee.tln, the next scheduled roqu'+emont. 'rhe above suhvi.LLaln shall be cent to R.P.A. 5 141CRUf ILI•IED BY JORM MICR6LAB MAR PAPIDS . nfS MOINES �1i�i2Ul IL+liu by JOR14 tflCkULAb LLUAIi iiAr iJ� Al1u Oce (deiowa department of environmental quality L November 30, 1976 CERTIFIED HAIL Mr. Ray S. Well* City Hangar 410 Washington Street Iowa City, Iowa 52240 RE: Operation Permit No. 5-52-25-1-03 Iowa City Westinghouse Measurement Research Center Waste Stabilization Lagoon Gentlemen: We are herewith forwarding one copy of the operation permit for the facility cited above. Please note the conditions and requirements contained in this permit. Your permit is a legally binding document and contains stipulatious which may require official city actions; therefore, we suggest that copies be made and distributed to all appropriate city officials. We further suggest that the original be kept in the city files with a list of those persons who have received copies. The monitoring requirements specified on pages 2 and 3 of the enclosed permit are con- sidered the minimum acceptable for your treatment facility. Additional tostiug and analysis are reeomended. The monthly records of operation are currently being sub- Aittod byjyour treatment plant operator in accordance with the Rules of this Department. All monitoring results required in your enclosed permit shall be submitted on your monthly records of operation report form. Where forms do not provide spaces for all required monitoring results, an additional page may be attached to the standard form. We have included our guidelines for minimum self-monitoring requirements and a general letter of their explanation. We hope these will help you understand your community's obligations and role in Iowa's water pollution control program. They should be helpful In understanding the requirements set forth in your operation permit. It is noted that the pormittee's existing treatment facility was designer prior to the impact of the Federal Water Pollution Control Act Amendments of 1972, and it is not }Lown if the existing facilities are capable of achieving current seconcary treatmout limitations dafined by EPA. For this reason the Iowa Department of Environmental Quality has chosen to issue tnis permit with final limitations and give the city and operator the opportunity to meet currant standards with the existing facilities. If you have any questions, please do not hesitate to contact our Regional Office in Washington or this office directly at 515/265-0134. Sincerely, WATE%RRQQUALITY HANAGEHENT DIVISION Keith Bri son, P.E., Chief Pordits Section IU3/DJL/jp Eno. act DEQ Regional Office No. 6, Washington, Iowa Hr. Harry Boron, Supt. Carl Walter, EPA 3920 Delaware Ave., P.O. Box 3326, Des Moines, Iowa 50316 • 515/265-8134 -11001IL1410 BY JORM MICROLAB rrpnr tart 0<. nft d0I9f5 MiLI(UrILMtu by DORM MICROLAb CtUAR kAFIJS ANU OLw.: .., State of Iowa DEPARTMENT OF ENVIRONMENTAL QUALITY WATER QUALITY MANAGEMENT DIVISION OPERATION PERMIT FOR DISCHARGES INTO WATERS OF THE STATE Iowa Operation Permit No. 5-52-25-1-03 Date of Issuance Yovember 30, 1976 Date of Expiration September 301 1961 Pursuant to the authority of Chapter 455B.32, 455B.45 and 455B.74, Code of Iowa, 1975, and Rule 19.3(455B) of the Rules of the Iowa Department of Environmental -"Quality (January, 19743oS3pplSmentissI.Ded Dea)eober 4,erm197d,conditiona, and require- ments of Permit No. 0000 are hereby incorporated within this permit as if set forth in full, except where said terms, conditions and requirements have been modified by the terms, conditions -land requirements of this permit. Pursuant to the above authority, the Executive Director of the Department of Environmental Quality does hereby issue this permit for the operation of the disposal system and the discharge of sewage, industrial waste or other waste into waters of the State for the facility described below: Name and Mailing Address of Applicant: city of Iowa City 410 East Washington Street Iowa City, Iowa 52240 I Identity and Location of Facility: Westinghouse Measurement Rusearch Canter Waste Stabilization Lavoon Facility Ho. 52-25-1-03 Section 35, TLON, R6H, Johnson County, Iowa Receiving Watercourse: Rapid Creel, tributary to the Iowa River The permittee is hereby authorized to operate the disposal system and to discharge "?the pollutants specified herein into State waters in accordance with the effluent limitations, monitoring requirements and other stipulations set forth in the following general and special conditions: GENERAL AND SPECIAL CONDITIONS er 30, 9al. The 1. This shall permit at le past dayslprior to itsermittee expiration. Continued operation of said disposal system or discharge from said facility after expiration of this permit is prohibited. 2. Outfall description(s): Outfall Serial Number Description 001 Outfall from two (2) cell waste stabilization laEoon I.IKROFILMID OY DORM MICR+LAB ffnAl, H-Ar'IPS • If,, MOPES 141LAUrILMLJ BY JURM I.IICROLAB CEDAR RAVIUJ ANU _ rea`mit no: 5-at-25=ia3 �.. �. Page 2 of B 3. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WHEN THERE IS NO DISMARGE FROM THE LAGOON (a) During the period beginning on the data of issuance and lasting through the date of expiration the permittee is authorised to operate Facility No..52-25-1-03. Such operation shall be monitored by the permittee as specified - Effluent Limitations Monitoring iLquireaents kg/day(lbs day Other Un ts(Specify) Measurement Sample "WIS Wastewater Parameter Daily Avg Max Daily Avg Max Frequency Type Locations NO DISCHARGE AND THE LAGOON IS NOT ICE COVERED Flow m3/day (MGD)- Daily 24 -hr. Total 1 - Temperature - - 1/week Grab 1,3 iDissolved Oxygen- 1/week Grab 3 PH - - 1/week Grab 3 Cell Liquid Depth - - - - 1/week NO DISCHARGE AND THE LAGOON IS ICE COVERED Flow - - - - Daily 24 -hr. Total 1 Temperature - - - - 1/week Grab 1 Cell Liquid Depth - - - - 1/week - - *Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): 1 - raw wastewater influent to the lagoon 3 - contents of the lagoon cells (samples taken, daarooptldtcetniatures of each cell, approximately 1 foot below surface of liquid) 141CROFILMED DY DORM MICR6LAB (FGAR PAPIOS - OFS MORl.. uiiU4LU 8Y JORM MICROLAB LLUAt RAPIDS ANU L)L '.'I •;;:. Page of 3. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS whEN TNbM IS A DISCHARGC FROM THE LAGOON During the period beginning on the date of issuance dd 51.lasting through September 30,1981,the permittee is (b) authorized to discharge from outfall serial number Such discharge shall be limited and monitored by the permittee as specified: Wastewater Parameter Flow, m3/day (MGD) BOD (5 -day) Ammonia Nitrogen (as N) Suspended Solids BOD (5 -day)** Suspended Solids** Ammonia Nitrogen (as N)** Fecal Coliform Dissolved Oxygen PN Temperature EQAP**a A monthly ATerage removal of 85% of influent DOD (5 -day) and suspended solids is also required. Effluent Limitations kg/day (lbs/day) other Units(Specify) Daily Avg Max Daily Avg Max 30(.003)F-, 45(.012)@ 1(2)@ 1.5(3)@ 30 mg/1 45 mg/1 1(2)W 1.500 30 mg/1 45 mg/1 From 6.5 to 9.0 Monitoring Reauirements Measurement Sample Sample Frequency Type Location* Daily 24 -hr. Total 1,2 l/ 2 weeks Gelb 192,4 l/ 2 weirs Grab 1,2 1/ 6 months Grob 2 1/ 6 months 24 -hr. Composite 1 1/ 6 months 24 -hr. COslpoaits 1 1/ 6 months 24 -hr. Compuits 1 1/ 6 months Grab 2 2/week Grab 203 2/week Grab 1,2 2/week Grab 1,3 Mouthy Grab 2 ,Thew values specified above 'say be increased by 6 times the specified Talus when the lagoon is being lowered for storage purposes. Following a period of storage for more than six (6) weeks, the lagoon cell contests suall be sampled prior to an anticipated discharge. Where the analyses indicate the wastewater quality does not meet the specified effluent limitations, storage shall be continued until further analyses indicate the wastewater quality is satisfactory for discharge. On the third day of Spring drawdown a grab sample shall be collected of discharging effluent and a 24 -hr. am - posits of lagoon influent (this will satisfy the January through Jame, l/ 6 months monitoring requirements). There shall be no discharge of floating or settleable substances in other than trace amounts. *Samples collected as specified in the monitoring requirements shall be taken at the following location(s): 1 - raw wastowater influent to the treatment facility 2 - final effluent from the treatment facility 3 - contents of the lagoon cells 4 - contents of the call(s) following at least 6 wouka of storage and at least 2 weeks prior to discharge **These analytical values shall be recordod in the special spaces provided on the Record@ of Operation report form. ***Sample submitted for the Effluent Quality Analysis Program (EQAP) conducted iv accordance with Chapter 18 of the Rules of the Iowa Department of Environmental Quality (1975 Iowa Administrative Code). 141001 ILI4(D oY JORM MICR4LAB MAP 110111p5 nf5 !401905 hliLKW 1LML0 BY JURM 141CRULAb CEDAR RAPIDS AI:U JL, w.11L 7-7Page 4'of B 3. LIMITATIONS AND MONITORING REQUIREMENTS FOR SIGNIFICANT INDUSTRIAL/COMMERCIAL CONTRIBUTORS (c) During the effective period of this permit, the permittee is authorized to accept for treatment such sewage, industrial waste, or other waste as may be contributed by the significant industrial/commercial facilities identified below. The permittee shall report to the Executive Director, in writing, at least 180 days in advance of any new facility expansions, production increases, or process modifications or the connection of any new contributor which may result in new, different or increased discharges of sewage, industrial waste or other waste. "Significant Industrial/Commercial Contributor" is defined as any facility for which at least one of the following applies: (a) the facility contributes at least 50,000 gallons of wastewater per day at maximum discharge, (b) the facility contributes at least 5% of the organic or hydraulic loading of the treatment facility, (c) the facility contributes toxic materials which may adversely affect the treatment process, or (d) the facility contributes any waste which may have an adverse or deleterious impact on the treatment facility. The permittee shall limit and monitor said sewage, industrial waste or other waste for each facility as specified: Monitoring Requirements Industrial/Commercial Wastewater Limitations Measurement Sample Contributor Wastewater Parameter Daily Avg Max Frequency Type NOTE: No significant industrial/commercial contributors are presently authorised to be cemented to this disposal system. The permittee is not authorized to connect any new significant industrial/cc®arcial contributors to this disposal system unless the Executive Director is notified as specified above and provided that adequate treatment capacity or pretreatment fac- ilities are operational prior to any sucli connection. 141CROFILI4FG BY JORM MICR+LAB fFONt PAPIDS . SFS I•IORIFS MICROFILMED BY JORM MICR+LAB CFDAR RAP @S - M 14011JES 2-26-1-09 fS; Li<UFILLo by JURM MILkULAb UDAR RAVW, AiW uL� ri�... •• Permit No. 5 -52 -25 -1 -Da Page 6 ofa 5. Pursuant to the provisions of Chapter 455B.3, Code of Iowa, 1975, the permittee shall allow the Executive Director or his designees to enter upon the permittee's premises at any reasonable time to conduct an investigation of all treatment or control facilities or systems provided or used by the permittee to achieve compliance with the terms and conditions of this permit. 6. Pursuant to Condition Number 3,the permittee shall conduct all required monitoring in accordance with the following provisions: •(a) Samples and measurements taken as required herein shall be representative of the volume and nature of the monitored wastewater. All effluent samples shall be collected at the point of discharge prior to the combination of the specified discharge with any other effluent. (b) The permittee shall record the results of all required analyses and measure- ments and shall submit said records to the Department on forms provided by the Department on a monthly basis; said records of operation being due by the 10th day of the month following the reporting period. (c) The analytical and sampling methods used shall conform to the following — reference methods or equivalents approved by the Department: I (1) Standard Methods for the Examination of Water and Wastewaters, 13th Edition, 1971, American Public Health Association, New York, New York j 10019 (2) Manual of Methods for Chemical Analysis of Water and Wastes, 1974, Environmental Protection Agency, Office of Technology Transfer, Methods Development and Quality Assurance Research Laboratory, NERC, Cincinnati, Ohio 45268 (3) A.S.T.M. Standards, Part 23, Water; Atmospheric Analysis, 1970, American - Society for Testing and Materials, Philadelphia, PA 19103 (d) The permittee shall maintain records of all information resulting from any moni- toring activities required pursuant to this permit. Such records shall include: (1) the date, exact place, and time of sampling; (2) the dates the analyses were performed; (3) the identity of the analyst or analytical laboratory; (4) the analytical techniques/methods used; and (5) the results of each analysis. (e) The permittee shall retain for a minimum of three (3) years any records of monitoring activities and results, including all original strip chart record- ings and calibration and maintenance records for continuous monitoring instru- mentation. This period of retention shall be extended during the course of any unresolved litigation or when requested by the Executive Director. (f) If the permittee monitors any parameter at the location(s) designated herein more frequently than required by this permit, using approved analytical methods as specified above, the results of such monitoring shall be included in the records of operation submitted to the Department. :dICROriLMED BY JORM MICR+LAB f, l'MP VAPI PS 'SCS MOINrS M;I, rt Ui iL:1i.0 by JUkM I.11CkULA6 CLUAI< kAriU� Af1U Permit No. 5-52-25-1-03 Page 7 of 6 6. (g) The following definitions shall apply: (1) The "Daily Average" discharge means the sum of the total daily discharges by weight, volume or concentration during the reporting period divided by the total number of days during the reporting period when the facility was in operation. With respect to the monitoring requirements, the "Daily Average" discharge shall be determined by the summation of all the measured daily discharges by weight, volume or concentration divided by the number of days during the reporting period when the measurements were made. (2) The "Maximum" discharge means the total discharge by weight, volume or con- centration which cannot be exceeded during any 24-hour period. (3) A "Grab Sample" is a representative portion of the sewage, industrial waste, other waste, surface water or groundwater collected at a specific time with no regard to flow rate. (4) A "Composite Sample" consists of a number of grab samples collected at regular time intervals over a given time period and combined in propor- tion to the flow rate at the time of sample collection. (h) The permittee shall submit samples for the Effluent Quality Analysis Program -7 (EQAP) conducted by the Department in accordance with Chapter 18 of the Rules of the Department (1973 I.D.R.). The Department shall notify the ` permittee A the method and procedure for sample collection. 7. The permittee shall employ, contract with, or otherwise maintain an operation and — maintenance staff adequately trained and knowledgeable in the operation of any treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditions of this permit. 8. The discharge of any sewage, industrial waste, or other waste more frequently than or at a level in excess of that authorized herein shall constitute a violation of this'permit. The permittee shall report to the Executive Director, in writing, at least 180 days in advance of any facility expansions, production increases, or process modifications which may result in new, different or increased discharges of sewage, industrial waste or other waste. ~ 9. Any diversion from or bypass of facilities is prohibited, except (i) where unavoid- able to prevent loss of life or severe property damage, or (ii) where excessive _ storm drainage or runoff would damage any facilities necessary for compliance with the effluent limitations and prohibitions of this permit. The permittee shall promptly notify the Executive Director of each such diversion or bypass pursuant 1 to the provisions of Rule 17.6 (4558) of the Rules of the Department (1973 I.D.R.) 10. If, for any reason, the permittee does not comply with or will be unable to comply with any conditions specified in this permit, the permittee shall provide the Executive Director with the following information, in writing, within five (5) days of becoming aware of such noncompliance: (a) A description 'and cause of noncompliance; and (b) The period of noncompliance, including exact dates and times; or, if not corrected, the anticipated time the noncompliance is expected to continue, and steps being taken io reduce, eliminate and prevent recurrence of the noncompliance. 141 CROP I LMID By DORM MICR�yLAB CIPAs P?i'i^E PSS 41DII7F4 i rliufUr 1Li'1LU By JURM MICRULAB LEUAR RAVIUS AND Permit No. 5-52-25-1-09 Page 6 of 8 ^ 11. The permittee shall at all times maintain in good working order and operate as efficiently as possible all treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditions of this permit. 12. Solids, sludges, filter backwash, or other materials removed in the course of treatment or control of wastewaters shall be disposed of in compliance with the provisions of Chapter 455B, Code of Iowa, 1975, and any rules promulgated pursuant thereto. 13. If title to the facility, disposal system or part thereof for which this permit n has been issued is transferred, the permittee shall notify the new owner in writing of this permit and the new owner shall be subject to all terms and conditions of this permit.. Whenever title to a facility, disposal system or part thereof is. transferred, the Executive Director shall be notified of such transfer within thirty (30) days. This permit does not authorize or approve the construction, modification or addition to any disposal system or facility. No alterations or additions to any disposal system shall be made without the written consent of the Department pursuant to Rule 19.2 (455B) of the Rules of the Department (January, 1974, Supplement I.D.R.). The provision of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the re- mainder of this permit, shall not be affected thereby. y 16. No legal or financial responsibility arising from the operation or maintenance of any disposal system or part thereof installed by the permittee to achieve compliance with the conditions of this permit shall attach to the State of Iowa or the Department of Environmental Quality. 17. The .issuance of this permit in no way relieves the permittee of the responsibility for complying with all local, state, and federal laws, ordinances, regulations or other requirements applying to the operation of this facility. For the Department of Environmental Quality: Larry E Crane, Executive Director — Joseph 1r. 00r, P.£., Director Nater Quality Management Division 111CROrILMED By JORM MiCR+LAB rrnne �,.+r!nt • nrs �aol!us PiI:RUiILI4LU BY JORM h1ILROLAB CEDAR RAPIDS AND OL :i�:' -. •_•' Permit No. IA 0000655 Application No. IA 070 0X6 2 000177 AUTHORIZATION TO DISCHARGE UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM I- compliance with the provisions of the Federal Water Pollution Control Act, as amended, (33 U.S.C. 1251 et. seq; the "Act"), Procter b Gamble Manufacturing Company is authorized to discharge from a facility located at 2200 Lower Muscatine Road Iowa City, Iowa 52240 to receiving waters named a drainage swale leading to Snyder Creek in accordance with effluent limitations, monitoring requirements and other conditions set forth in Parts I, II, and III hereof. This permit shall become effective on January 18, 1974 This permit and the authorization to discharge shall expire at midnight, October 1, 1978 Signed this 18 day of January, 1974 EPA Pam 7720-/ (10-73) Charles V. Wright Acting Regional Administrator U.S. Environmental Protection Agency Region VII K•-•�t MICRef ILNED BY JORM MICR6LAS CEDAR RAPInS nf5 i-iomrs !111JWf iCCU BY JORM PIICRULAB GLUAR RAPIDS APIU JL A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS with the 'During the period beginning effective date and lasting through October 1, 1978 Ithe permittee is authorized to discharge from outfall(s) serial number(s) 001 Such discharges shall be limited and monitored by the permittee as specified below:; Effluent Characteristic Discharge Limitations kg/day (lbs/day) Other Units (Specify) Daily Avg Daily Max Daily Avg Daily Max Flow—m3/Day (MGD) */A NA. NA Na Biochemical Oxygen N/A N/A N/A 25 mg/1 Demand Total Suspended Solids N/A N/A N/A 25 mg/l Monitoring Requinments Measurement Sample Frequency Type Each discharge N/A occurrence Each discharge occurrence grab Each discharge occurrence grab The pH shall not be less than 6.5 standard units nor greater than 8.6 standard units and shall be monitored grab sample at each discharge occurrence 7 a There shall be no discharge of floating solids or visible foam in other than trace amounts. z ro -moi 0 0 Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): o 0 Ln At the point of discharge L' e 141CROFILMED BY it JORM MICR+LAB CFOIIR • OCS MOR:FS I,116(0r i4LU BY JURM 141CROLAB LLUAR RAPIUS MID uL> %IUii1L�, PART Page 3 of 9 Permit No. IA 0000655 B. SCHEDULE OF COMPLIANCE 1. The permittee shall achieve compliance with the effluent limitations specified for discharges in accordance with the following schedule: Not Applicable I a� • 1 I r.l Ii 2. No later than 14 calendar days following a date identified in the above schedule of _ compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dates, a written notice of compliance or noncompliance. In the latter case, the notice shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next scheduled requirement. I 111CRorILNLD BY JORM MICR+LAB CCMR RAPIDS • nFS MOMES RorILMED BY JORM MICR+LAB PfDAR PAPIDS • DES MDINES F11utUF ILMEU 4Y JORM I.1ICROLAb Vegetation Association I. oak -Hickory Woods II. Maple -Linden Woods III. Streamside IV. Old Field LLUAk RAPIU:i AfiU uL5 '1U::1L,, :J�-' PLANT ASSOCIATIONS I. Oak -Hickory Woods Overstory Carya cordiformis Carya ovata Fraxinus americana Prunus serotina Quercus alba Quercus borealis Quercus muhlenbergi Quercus velutina Tilia americana Location Ridges or southern -exposed slopes. North slopes or cool ravines. Riverbanks, flood plains, small creeks. Roadways, open, abandoned agricultural land. Bitternut hickory Shagbark hickory White ash Black cherry White oak Red oak Chinquapin oak Black oak American linden Understory Trees and Large Shrubs Amelanchier canadenis Serviceberry Carpinus caroliniana Ironwood Cornus alternifolia Alternate leaved dogwood Morus alba White mulberry Ostrya virginiana Hop hornbeam Rhamnus cathartica Buckthorn Staphyeea trifolia Bladdernut Viburnum lentago Nannyberry viburnum II. Maple -Linden Woods Overstory Acer saccharum Acer nigrum Fraxinus americana Quercus borealis Tilia americana Understory Amelanchier canadensis Cornus alternifolia Sugar maple Black maple White ash Red oak American linden Serviceberry Pagoda dogwood 4 •t'" ,�- I41CRDE1LMED BY JORM MICR¢LAB rrDAR RARI I1 • OES I101DCS PiiUfOi ILMLU BY JORM MICROLAB III. Streamside Association Canopy Acer negundo Acer saccharinum Betula nigra Carya cordiformis Carya ovata Celtis occidentalis Fraxinus americana Gleditsia.tricanthos Jaglans cinerea Juglans nigra Populus deltoides Quercus macrocarpa Salix nigra Ulmus americana Ulmus rubra Understory Amelanchier canadensis Carpinus caroliniana Crataegus crusgalli Dirca palustris Morus rubra Ostrya virginiana Salix fragilis Salix rigida Sambucus canadensis Staphylea trifolia Viburnum lentago Shrubs and Vines Clematis virginiana Parthenocissus quinquefolia Rosa sp. Smilax hispida Vitis raparia LLOAR RAVLub ANU UL', Box elder Silver maple River birch Bitternut hickory Shagbark hickory Hackberry White ash Common honey -locust Butternut Black walnut Cottonwood Bur oak Black willow American elm Slippery elm Serviceberry Hornbeam Cockspur Leatherwood Red mulberry Hop hornbeam Crack willow Rigid willow Elderberry Bladdernut Nannyberry Virgin's bower clematis Virginia creeper Rose Greenbriar Wild grape 141CROF ILMEO BY DORM MICR6LAEI CEDAR PAPMD . 9C5 MOVIES i 1� i'IIWIUI-IL•ILO BY JURM MICROLAB • LLUAR RAPm AtlU J�.. �'I„•a�- •.." IV. Old Field Association Bittersweet Acer negundo Box elder Crataegus crusgalli Cockspur hawthorn Crataegus mollis Downy hawthorn Gleditsia triacanthos Common honey -locust Juniperus virginiana Eastern red cedar Malus ioensis Wild crabapple Rhus glabra Smooth sumac Robinia pseudoacacia Black locust Populus alba Silver poplar Populus tremuloides Quaking aspen Populus grandidentata Big -toothed aspen Vibernum lentago Nannyberry Xanthoxylum americanum Prickly ash Prunus virginiana Choke cherry Prunus serotina Black cherry Prunus americana Wild plum Introduced Celastrus scandens Bittersweet Cornus racemosa Gray dogwood Corylus americana American filbert Parthenocissus quinquefolia Virginia creeper Ribes cynosbati Prickly gooseberry Rosa carolina Wild rose Rubus allegheniensis Blackberry Rubus occidentalis Black raspberry Rubus villosus Dewberry Toxicodendron radicans Poison ivy Vitis sp. Wild grape Source: Iowa River Corridor Study, Phase 1 - Inventory, Survey and Analysis; Stanley Consultants, 1975. I4ICROI ILMED BY JORM MICR+LAB Cf DAR A,imnc ^ft moniC MILIWF[Li4EU BY JORM 141CROLAB LEUAR RAPu)1) AIIU uCL BIRDS WITHIN THE STUDY AREA HERONS SANDPIPERS r' Great Blue Pectoral Egret Solitary Green Spotted Yellowlegs, Greater -• GEESE Yellowlegs, Lesser Canada Woodcock Snow - RAILS _ DUCKS Sora i Baldpate 1 - Bufflehead GULLS i Canvasback Franklins Gadwall Herring Goldeneye Ring -billed Mallard Merganser, Common TERNS Merganser, Hooded Black s Pintail Caspian Redhead Forsters - Ring-necked Scaup SWALLOWS kri Shoveler Bank Teal, Blue -winged Barn Wood Cliff Martin HAWKS Rough -winged Broad -winged Tree Coopers Sharp -shinned WOODPECKERS Sparrow Red-tailed Downey Flicker Hairy OWLS Pileated Barred Red-headed Horned Red -bellied Long-eared Sapsucker Screech M PLOVERS Killdeer 141CRoFILMED By JORM MICR+LAB rrPAP PAPInC • IFS MOVIES t !•IILROFILI4LU BY JORM MICROLAB FLYCATCHERS Crested Kingbird Least Pawee Phoebe Mourning Dove Cuckoo, Black -billed Cuckoo, Yellow -billed Whip -poor -will Night Hawk Chimney Swift Hummingbird Kingfisher Horned Lark Blue Jay Crow Chickadee Titmouse Nuthatch, Red -breasted Nuthatch, White -breasted Creeper Catbird Thrasher WRENS Carolina House Winter THRUSHES Bluebird Robin Gray-cheeked Hermit olive -backed Veery Wood BLACKBIRDS Cowbird Grackle Redwing Bobolink CEUAR kAPIUS APW uLS Ro;, u, •J+• VIREOS Bells Blue -headed Philadelphia .Red -eyed Warbling Yellow -throated WARBLERS Blackburnian Black & White Black -polled Black -throated Green Blue -winged Cerulean Chestnut -sided Golden -winged Magnolia Mourning Myrtle Nashville Orange -crowned Ovenbird Palm Parula Prothonotary Redstart Tennessee Yellow Yellowthroat Waterthrush, Louisiana Wilsons SPARROWS Chipping Field Fox Harris Lark Lincoln Song Swamp White -throated White -crowned Vesper Tree Junco 141CROFIL14ED BY JoRM MICR6LAE3 CDDIIR I!,1PID`, • DES micas ,. 141CRUFIL11EU BY JORM MICROLAB CEDAR RAPLUS AND UL'.; ;'IU;,ILl, .Ji-„ OTHER BIRDS Grebe, Pied -billed Coot Cormorant Turkey Vulture Bald Eagle Osprey Bobwhite Pheasant Gnatcatcher Kinglet, Golden -crowned Kinglet, Ruby -crowned Waxwing Shrike, Migrant Starling English Sparrow Meadowlark, Eastern Oriole, Baltimore Oriole, Orchard Tanager Cardinal Grosbeak Indigo Bunting Dickcissel Purple Finch Redpoll Siskin Goldfinch Towhee Above listing of birds for Iowa City area have been found from Coralville Dam through Iowa City over a 25 year period. Source: F. W. Kent, 302 Richards Street, Iowa City, Iowa. Iowa River Corridor Study, phase I - Inventory, Survey and Analysis; Stanley Consultants, 1975. :41CROFILI-ED BY JORM MICR6LAO CCDAR RAPIDS - DCS M0INES 14iLkUFILi4LU BY JORM 141CROLAB LEUAk RAPIUS AU ULS MAMMALS POTENTIALLY OF IOWA CITY REGION Sorex cinereus Masked shrew Blaring brevicavda Short -tailed shrew Cryptotis aquaticus Least shrew Myotis keeni Little brown myotis Myotis subulatus Small -footed myotis Lasionycieris noctivagans Silver -haired bat Pipistrellus subflavus Eastern pipistrel Eptesicus fuscus Big brown bat Lasiurus borealis Red bat Lasiurus cinereus Hoary bat Tadarida molossa Big free -tailed bat Lepus townsendii White-tailed jackrabbit Sylvilagus floridanus Eastern cottontail Marmota monax Woodchuck Citellus-spermophilus tridecemlineatus Thirteen -lined ground squirrel Tamias striatus Eastern chipmunk Sciurua carolinensis Gray squirrel Scivrus niger Fox squirrel Tamiascivrus hudsonicus Red squirrel Glavomys volans Southern flying squirrel Geomys bursarius Plains pocket gopher Perognathus falvescens Plains pocket mouse Castor canadensis Beaver I4ILROMME0 BY JORM MICR+LAB ! MAR RAMS • f1E5 i.iomES i r'! 1LiUrICIEU BY JUM MIGRULAB LEDAR RAPIDS NiD JL" I•IU!:+u, . 1111 Reithrodontomys megalotis - Peromyscus maniculatus Peromyscus leucopus Synaptomys cooperi Microtus pennsylvanicus Microtus ochrogaster ' -- i Microtus pinetorum jOndatra zibethicus U Rattus norvegicus J 1 mus musculus `1 Zapus hudsonius U 1 Canis latrans i Vulpes fulva I Urocyon cinereoargenteus Procyon lotor Mustela rixosa Mustela frenata Mustela vision Taxidea taxus Spilogale putorius Mephitus mephitus J Lutra canadensis Odocoileus virginians Western harvest mouse Deer mouse White-footed mouse Southern bog lemming Meadow vole Prairie vole Pine vole Muskrat Norway rat House mouse Meadow jumping mouse Coyote Red fox Gray fox Raccoon Least weasel Long-tailed weasel Mink Badger Eastern spotted skunk Striped skunk River otter White-tailed deer 141CROFILIIED BY I JORM MICR+LAB crnnr, PAPIM • nrs ;aor.+rs MICROFILMED BY JORM MICR+LABI CFDAR RAPIDS • DES MOIN6 1.110(W IL;4LD BY JORM PIICROLAB LLUAR RAPIDS ANU OLS I'IU 1.iL vo DOMINANT FISH SPECIES OF THE STUDY AREA Sources: Robert Middendorf, personal communication, 1975. Iowa Conservation Commission, Lake MacBride Station, Box 236, Solon, Iowa 52333. Iowa River Corridor Study, Phase I - Inventory, Survey and Analysis, Stanley Consultants, 1975. MICRUILMEO BY JORM MICR¢L.AB CEDAR RANM OES 1101?!ES Pomoxis nigromaculatus Black crappie Pomoxis annularis White crappie Ictalurus punctatus Channel catfish i -- Pylodictis olivaris, Flathead catfish Esox lucius Northern pike Stizostedion vetreum vitreum Walleye Lepomis macrohirus Bluegill 4 I Ictalusrus sp. Bullhead I 4 e Monrone chrysops White bass Y Polyodon spathula Paddlefish Cyprinus carpio Carp Ictiobus sp. Buffalo Carpiodes Carpio Carpsucker Moxostoma macrolepidotum Redhorse sucker Sources: Robert Middendorf, personal communication, 1975. Iowa Conservation Commission, Lake MacBride Station, Box 236, Solon, Iowa 52333. Iowa River Corridor Study, Phase I - Inventory, Survey and Analysis, Stanley Consultants, 1975. MICRUILMEO BY JORM MICR¢L.AB CEDAR RANM OES 1101?!ES t4ik,kUE1Li,1'LU By JORM MICROLAB CEDAR RAPIU� A14U OLS 'w.:i-, INTERIM LIST OF ENDANGERED SPECIES - STATE OF IOWA Vascular Plants Latin Binomial Family Common Name *Aconitum novaboracense Ranunculaceae Monkshood Agastache foeniculum Labiatae None Allium cernuum Liliaceae Nodding wild onion Amorpha nana Leguminosae Fragrant false indigo Arctostaphylos uva-ursi Ericaceae Bearberry Asclepias languinosa Asclepiacaceae None *Asclepias meadii Asclepiacaceae Mead's milkweed Asclepias auriculata Asclepiacaceae None Astragalus striatus Leguminosae None Bidens beckii Compositae Water marigold Botrychium multifidum Ophioglossiaceae Leather grape fern Botxychium simplex Ophioglossiaceae Least grape fern Buchloe dactyloides Gramineae Buffalo grass Brasenia schreberi Nympheaceae Water shield Carex aggregata Cyperaceae None Carex crawfordii Cyperaceae None Carex leptalea Cyperaceae None Carex media Cyperaceae None Carex saximontana Cyperaceae None Carex tonsa Cyperaceae None Cerastium arvense Caryophyllaceae Field chickweed Chimaphila umbellata Ericaceae Prince's pine Chryaosplenium ioense Saxifragaceae Golden saxifrage Cornus canadensis Cornaceae Dwarf cornel Corydalis aruea Papavaraceae None Cristatella jamesii Capparidaceae None Cypripedium candidum Orchidaceae Small white ladyslipper Cypripedium reginae Orchidaceae Shown lady -slipper Decodon verticillata Lythraceae Water willow Drosera rotundifolia Droseraceae Sundew, Dryopteris marginalis Aspleniaceae Marginal shield fern Dryopteris intermedia Aspleniaceae Elatine triandra Elatinaceae None Eleocharis coloradoensis Cyperaceae None Eleocharis atropurpurea Cyperaceae None Equisetum scirpoides Equisetaceae Dwarf scouring rush E. sylvaticum Equisetaceae E. pratense Equisetaceae None Eriophorum angustifolium Cyperaceae Bog cotton *Federal 'endangered' (proposed) list Y..,�'.. F... MICROf ILMID By JORM MICR6LA6 CrOAR RAPInt PL. MOINF5 7 H!Li<UFILi4LU BY JURM MICROLAB Table (Continued) LLUAk RAVW�) AI4U UL>Iu:I.,, •� E. gracile Cyperaceae eraceae Slender cotton grass Fimbristylis autumnalis Cyperaceae None Gerardia gattingeri Scrophulariaceae None Gerardia skinneriana Scrophulariaceae None Pale green orchid Habenaria flava var. herbiola Orchidaceae Heteranthera limosa Pontederiacea Poverty grass Hudaonia tomentosa Cistaceae Green violet Hybanthus concolor. violaceae H ericaceae YP St. John's wort Hypericum borecillale Aquifoliaceae Winterber ry Ilex'verticillata Berberidaceae Twin -leaf Jeffersonia diphylla None Juncus alpinus Juncaceae Juncus greenii Juncaceae Acanthaceae Water -willow Justicia americana Lechea intermedia Cistaceae Leg uminosae Prairie buaki clover *Lespedeza leptostachya Caprifoliaceae Twinflower Linnaea borealis Lycopodiaceae Lycopodium clavatum Lycopodium flabelliforme Lycopodiaceae Lycopodium porophillium Lycopodiaceae Bo buckbean 4 Menyanthes trifoliata Menyanthaceae Bora inaceae Northern lungwort Mertensia paniculata Rubiaceae Partridge berry Mitchella repens Myriophyllum pinnatum. Halora g aceae Adder's tongue fern Ophioglossum pseudopodum Ophioglossiaceae Oryzopsis pungens Gramineae Osmundaceae Cinnamon fern Osmunda cinnamomea Osmundaceae Royal fern Y Osmunda regalis Panicum linearifolium Gramineae Peltranara virginica Araceae Leguminsoae Arrow arum Silk Prairie clover Y Peltalostemum villosum Polygala incarnate Polygalaceae p. polygame Polygalaceae Poe. languida Gramineae Mermaid weed Proserpinaca palustris Halogragaceae Shin leaf Pyrola secunda Ericaceae Melastomataceae Meadow beauty Phexia virginica Ribes hudsonianum Saxifragaceae Shining willow Salix pudica Salicaceae Bo willow g Salix pedicellaris Salicaceae Schedonnardus paniculatus Gramineae Scirpus paludosus Cyperaceae Portulacareae Fame flower Tprviflorum Portulacaceae go T.. rugaapermum ru Lentibualriaceae Utricula gibba Lentibualriaceae U. minor *Federal 'endangered' (proposed) list '41CROFIL!4CD BY JORM MICR+LA9 CC DnR pnplpq nrt F1014C5 r 1.116WI 1LI.1LU BY JORM MICROLAB Table (Continued) Vaccinum angustifolium V. myrtilloices Vailisneria americana Veronica americana Woodsia oregana W. ilvinsis Common Name Red -shouldered Hawk Marsh Hawk (Harrier) Piping Plover Upland Sandpiper Barn Owl Least Tern Common Name Pygmy Shrew *Indiana Bat Plains Pocket Mouse Grasshopper Mouse Red -backed Vole Woodland Vole Ermine (short -tailed weasel) Bobcat Common Name LEDAR RAVIUS APID IJL� AU',:iL„ .Jell Ericaceae Ericaceae Hydrocharitaceae Scrophulariaceae Aspleniaceae Aspleniaceae Birds Buteo lineatus Circus cyaneus Charadrius melodus Bartramia longicauda Tyto alba Sterna albifrons Mammals Reptiles and Amphibians Illinois Mud Turtle Wood Turtle Great Plains Skink Western Slender Glass Lizard Speckled Kingsnake Northern Copperhead Prairie Rattlesnake Central Newt *Federal 'endangered' (proposed) list 141CROFILMED BY .� JORM MICR+LAB MAP RAP DS - OFS MOI9ES Low sweet blueberry Velvet -leaf blueberry Tapegrass Western cliff fern Rusty cliff fern f-1 6OF ILMEO BY JORM 141CROLAB Table (Continued) Common Name Pallid Sturgeon Lake Chub Blacknose Shiner Pearl Dace Black Redhorse Plains Topminnow Longear Sunfish Orangethroat Darter • CEUAk RADIUS ANU AL iiU,�ILJ, .JV11, F: Source; Iowa Conservation Commissi< ` MICROFILM JORM M14 Cf OAR R.APPS 141CRorIL111D By JORM MICR+LA13 CEMR RAIDS • DES MOINES m 141Lk Ui ILMLU BY JORM 141CROLAB O„�1O100,. Y i o Duane C. Anderson Director and Stets Archaeologist CLUAR RAPWU ANU ULs Ofllce of the State Archaeologist Eastlawn, The University of Iowa Iowa City, Iowa 52242 319.353.5175,353-5177 August 23, 1977 TO: Mr. Marvin L. Thornton Veenstra 5 Ki® 300 West Bank Building 1601 22nd Street West Des Moines, Iowa 50265 PROJECT: Re: Results of Cultural Resource Survey, Number 110. j-� Enclosed please find three copies of the report dealing with.your project. '6.11 A summary of the results and recommendations of this report is provided below: 3i Results: No cultural remains were found in the construction area. { Ll The soils/depositional situation at the site are such that buried I r^ archaeological materials may be present.. /7 Cultural remains were found in the project area, but in insufficient quantity to warrant designation of an archaeological site. /}( Archaeological sitg .werelocated in the area of the project. Recommendations: The project area has been cleared for construction The construction crew should be informed to report any cultural remains encountered during construction to the State Archaeologist. /7 Design or plan around the archaeological site OR conduct an intensive survey of area following EPA Program Guidance Memo 1152. /X/ Final clearance must be given by.the State Historic Preservation Officer. Remarks: For assistance or additional information contact the State a' AUG 1 u 1977 RECEIVED 141CROIl L141:0 BY JORM MICR+LAB Cf ORP PAM' • PCS IM019CS MIUAOHLMEU BY JORM MICROLAB LLUAk RAPIDS AIIU ULJ 'lUL11L,, l'J+-1 A CULTURAL RESOURCE SURVEY OF IOWA CITY SEWAGE TREATMEN Larry R. Abbott CONTRACT COI REPOR• 110 OFFICE OF TIIE STATE ARCNAEOLOGIS EASTLAWN, THE UNIVERSITY OF IOWA CITY, IOWA 52242 August, 1977 5 +� I416ROf1LMLO BY JORM MICR+L MAR RAPIDS • DF5 M01 MiLtZ011LMEU BY JORM MICROLAB CEDAR RAPIDS ANL) uL` A CULTURAL RESOURCE SURVEY OF THE PROPOSED IOWA CITY SEWAGE TREATMENT FACILITY Larry R. Abbott INTRODUCTION Project Description The proposed project consists of the construction of the Iowa City Sewage Treatment Facility on one of three alternate areae and construction of the corresponding sewage main to the area selected from the existing facility. d iJ h The three alternate locations (hereafter refered to individually as the north, a � ? intermediate and south project area) and the right-of-way for the sewer main are all situated on the left (east) bank of the Iowa River. iu The north project area consists of 21.2 hectares (53 acres) located at the F A of the NEk of Section 27, R -6W, T -79N, Johnson County, Iowa. It is bounded on the north by the Iowa City Corporate Boundary, on the east by farm land, on the south by a county road right-of-way, and on the west by the Sand Road right- of-way (Fig. 1). The intermediate project area consists of 20 hectares (50 acres) located at r "i the SW1t of the NWk and the.NWk of the SW14 of Section 35, and the Ek of the SE4 of the NE1b of Section 34, R -6W, T -79N, Johnson County, Iowa. It is bounded on the north by private land, on the east by the Sand Road right-of-way, on the south by farm land, and on the west by the channel of the Iowa River and bottom - land timber (Fig. 2). The south project area consists of 20 hectares (50 acres) located at the Eli of the NE1t of Section 3, R -6W, T -78N, Johnson County, Iowa. It is bounded on the north by an abandoned meander of the Iowa River and bottomland timber, and on the east, south, and west by farm land (Fig. 2). I41CROFILMED BY ' JORM MICRbLAB CfONt P,Apin9 . '1f5 FtO1H1:5 I MiLkUi-iLMLU BY JORM MIMLAB -2- LEOAk kAPIU� ANU JLC The proposed serer main right -of -ray consists of a 15.2 meter (50 foot) wide and approximately 7.24 kilometer (4.5 mile) long corridor starting at the existing sewage treatment facility (Fig. 3) and running, for the most part, along the went side of Sand Road to the three project areas (Figs. 162). Description of the Project Areas The three project areas and sewer main right-of-way are among the Lake Calvin Basin and Recent alluvial plains deposits of the Iowa River valley (Fig. 4). "...The Lake Calvin Basin is roughly V-shaped in plan view as it extends along the Iowa and Cedar Rivers upstream of their confluence at Columbus Junction. The area is characterized by clearly defined valley walls, broad floodplain and terraces, and sand dunes..:CPrior 1976: 39) "...Evidence for ... changes within a valley are recorded in terraces.... These higher, but also level, land surfaces stand above the present floodplain and are remnants of former floodplains, abandoned when the stream began a new phase of downcutting" (Prior 1976: 38) "Floodplains...are the low-lying land areae adjacent to a river channel. These plain are flooded when the river is carrying an excess volume of water .... They are characterized by relatively flat surfaces and poorly drained areas that contain marshes, backwater sloughs, and occasional stands of timber. Floodplain are usually scarred with ridges and swales that mark earlier meanders ... of the river channel. Isolated, crescent-shaped bodies of water known as oxbow lakes sometimes remain in these abandoned segments of river channel" (Prior 1976: 37-38) Walker (1966) suggests forests dominated the landscape of the Central Iowa uplands from the and of the Wisconsin Glaciation in Iowa (circa 13,000 years BP), through the Pre -Boreal and Boreal (circa 8,000 years BP) climatic episodes of the Holocene (Bryson, at al. 1970). The forests changed in character from spruce dominated through mixed coniferous -deciduous to deciduous forest dominated by oak and hickory. By the beginning of the Atlantic climatic episode (circa 8,000 MICROFILMED 6Y _ JORM MICR6LAB rrD(1R RAPInc ^.CS MOINFS MILI(01 ILME0 BY JORM MICROLAB -3- LLOAR RAPIu� AND JL' >I years BP), Central Iowa upland deciduous forests began to be replaced by prairie. During this transition, forest parklands and prairie parklands (zones of mixed vegetation) were common. As dessication during the Atlantic episode continued, bunch grass, short grass prairie, and pioneer herbaceous vegetation became dominant. Under the influence of short grass and bunch grass prairie vegetation, hillslopes underwent accelerated erosion resulting in the beveling of hillslopes apd partial filling of valleys. Forest vegetation was confined primarily to ` drainages and other breaks in the landscape. By the end of the Sub -Boreal climatic episode (circa 3,000 years BP) the climatic regime of Central Iowa began to stablize to its present form. The native vegetation of the Central Iowa :j uplands during the Sub -Atlantic (beginning circa 3,000 years BP) and later rry episodes to the present consisted of oak invading fire climax tall grass prairie. A similar climatic sequence with altered dates of occurance is -suggested for central Johnson County. L I The reach of Iowa River valley involved in this survey exemplifies this riverine physiography and the early historic vegetation pattern. The right-of- way of the proposed sewer main traverses a number of terrace remnants, dunes, and " abandoned channels of the Iowa River once covered with hardwood or bottomland forests, various types of prairie, and parkland (Figs. 5 6 6). The north .- project area is situated on an older terrace level, probably Wisconsin in age. The soils have formed in eolian sand under prairie vegetation and in loamy alluvium sands and gravels under mixed prairie -forest vegetation (John- ` son County SCS Office 1977) (Fig. 5). An abandoned channel of the Iowa River exists within 200 meters (220 yards) of the southern end of the north project area (Fig. 7). The intermediate project area also occupies an older (probably Wisconsin) terrace level as well as a portion of a point bar of a meander abandoned between 1953 and 1955. The principle soils of the terrace portion (Part "A") of the intermediate project area have formed in eolian sand, I4ICROI ILMED BY JORM MICRALAB ffDt1R ITI'In5 • 1[t MOVIF$ FllLkOrILMLU BY JORM MICRULAU -4- CEUAk RAVIuS ALIU "L�l ALI,:iL" alluvium or glacial drift, loamy alluvium, and sandy local alluvium under vegetation (Fig. 6). The soils of the point bar portion (Part "B") of the intermediate project area have formed in alluvium under mixed prairie -forest vegetation (Johnson County SCS Office, 1977) (Fig. 6). Bottomland forest vegetation occupies a lower terrace remnant bordering the western edge of Part "A" and along the abandoned channel separating Parts "A" and "B" (Fig. 8). An older abandoned meander, now containing a samll drainage, is situated im- mediately north of the intermediate project area. The south project area occupies several terrace -bench remnants. Several scarps are present attest- ing to former channels now partially obscured by younger deposits (Fig. 8). i I i Soils within the southern project area have formed in alluvium or silty allu- i i P" vium under prairie -forest vegetation and alluvium under prairie vegetation and water tolerant grasses (Johnson County SCS Office 1977) (Fig. 6). Surface vegetation was most variable along the right-of-way of the proposed sewer main. It ranged in character from lawn grass, weeds and brush to cultivated i i crops, principally corn and soybeans. The north project area was almost entirely planted in corn offering a surface visibility of 70-90X. A small pasture portion in the northeast corner of the north project area offered 40-602 surface visibil- ity. The intermediate project area was planted in two crops, corn on Part "A" and soybeans an Part "B". The dense corn on Part "A" allowed 50-70% visibility of the surface. The dense growth of soybeans on Part "B" could be traversed only with great difficulty and visibility of the surface was effectively obscured. The south project area was primarily planted in corn with soybeans occupying the southern one third. The corn offered a surface visibility of 70-90% while the dense soybean cover obscured the surface almost completely. ARCHAEOLOGICAL ASSESSMENT Methodology A review of all available archaeological site records regarding the project localities was conducted prior to the initiation of field study. Additional I41CROFILI-IED BY JORM MICR6LAB CFnnR �'Ar'TM . rs MOVIFs hilw<Ui 1LMLL) 8Y JORM 141CROLAB CLUAR RAPM AND OL -5- information regarding archaeological and historical sites within the immediate area was obtained from Russell Winborn, a local resident, and Loren Horton, Director of Field Services, State Historical Society, Iowa City, Iowa. The present cultural resource survey encompassed the three alternate project areas, the proposed sewer main right-of-way, and relevant adjacent areas. Pedestrian surface inspection of the three project areas and sewer main right-of-way was conducted 25-28 July, 1977. The areas involved were system- atically inspected using transects spaced at10 meter intervals. Dense soy- bean cover prevented execution of this technique. 1. i t Hypothesis (' Prehistoric utilization/occupation of the natural environment (landscape, i mineralogy, hydrology, biology, at. al.) was based upon availability and di - r0' versity of culturally significant resources. Exploitation of resources is most likely to occur if the resource form is culturally meaningful and concentrated. The various prehistoric aboriginal societies have, at various times and places, occupied/utilized an array of landforms and utilized a spectrum of resources found on and in those landforms. These utilizations/occupations are not totally systematic but do operate within a cultural framework that defines needs of and v makes selections for a given society. The needs (biological and cultural) of a society become easiest to fulfill in a natural environment that has the greatest environmental diversity per area of catchment for that society. The environmental diversity of the Iowa River valley is significant. The north project area appears to have the lowest landform diversity of the three v project areas while the intermediate and south project areas have considerable landscape diversity in the form of abandoned channels, terrace -bench remnants, and proximity to tributary streams (Figs. 7 6 8). Further environmental al- versity of the intermediate and south project areas is suggested by the native vegetation pattern (Figs. 5 S 6) that would have changed locally as the landscape changed. Thus the native vegetation pattern, the topography of the project areas, S• �'' - 141CROMMED BY JORM MICR+LAB MAP PAPM . SES MOVIB i MioRUiILM U BY JORM MICROLAB LLUAR RAfIUS AND ULb and their location with respect to other geomorphologic features suggest a somewhat low potential for prehistoric/historic cultural resources in the north project area, and a relatively quite high potential for prehistoric/historic cultural resources in the intermediate and south project areas. The right-of-way of the proposed sewer main also crosses some high potential areas. Results Few prehistoric aboriginal manifestations have been recorded south of Iowa City and those that have were located on the right (west) bank of the Iowa River valley. • The cultural material recovered from these few sites indicate Woodland and possibly Archaic components present in the vicinity. The present survey located four previously unrecorded prehistoric aboriginal manifestations, two situated within project areas, one adjacent to a project area, and one along the right-of-way of the proposed sewer main. A brief description of each cultural resource and the cultural materials recovered during this in- vestigation is presented below. 13JH129. This prehistoric aboriginal occupation site is situated in the northwest corner of Part "A" of the intermediate project area (Figs. 6 & 8). The site, exposed along an active meander scarp of the Iowa River, is apparently partially buried. The site occupies a portion of a high terrace immediately south of the confluence of an intermittent drainage with the Iowa River. It is situated in the SEAL of the NFh of the SES of the NES of Section 34, R -6W, T -79N, Johnson County, Iowa. The site has an estimated north -south extent of 50 meters. The east -west extent is unknown. A portion of the site has been removed due to slump along the active scarp. Listed below are the lithic and ceramic materials recovered from the scarp face and terrace surface. Lithic waste: 2 waste flakes. Lithic artifacts: 1 utilized flake. Ceramics (sand -tempered): 1 cord -roughened body sherd. In addition, a basin -shaped feature was observed and contained the body sherd :dIER01ILME0 BY DORM MICR+LAB CEDAR kMIPS • SES 'EOINES a MiLitUi1LMLu BY DORM MICROLAB • C[UAk RAVIU�, AND OL, do:��:, .�•'• -7- recovered. The orfice appeared to be 37 centimeters (14� inches) below the present surface. The orfice width was about 90 centemeters (35k, inches) and the depth of the feature was about 23.5 centemeters (9;4 inches). The sherd was exposed in the feature at a depth of 51 centemeters (20 inches) below the surface. It was not possible to determine if the feature is natural or man-made. The distribution of the cultural material and the exposed profile suggest a buried occupational surface that gently dips northward toward the tributary. The tributary itself has incised a V-shaped channel into the bottom of an old j- abandoned meander of the Iowa River (Figs. 668). The site may be associated with this older abandoned meander or with.a younger reach of abandoned channel represented by the terrace remnant present immediately south of the site (Figs.668). r r J In either case an active meander of the Iowa River has migrated eastward some r 150 meters (500 feet) since 1870 and is presently destroying the site. The presence of sand -tempered cord -roughened Pottery suggests a Woodland manifestation of a cultural tradition dating from about B.C. 1000 to A. D. 800 in eastern Iowa. The site is situated at the margins of the intermediate project area but its lateral extent is unknown. The remaining portions of the site could be severely _ impacted or destroyed during ensuing construction activities. 13JB130. This prehistoric aboriginal occupation site is situated in the north central portion of the south project area (Figs. 668). The site occupies a portion of a bench remnant (incised into an older terrace) and is exposed along a beveled abandoned meander scarp oriented roughly northwest -southeast. It is situated in the W! of the M of the NE14 of the NEk of Section 3, R -6W, T -78N, Johnson County, Iowa. The site has an estimated lateral extent of 20 x 50 meters. Below are the lithic materials recovered from the bench edge and beveled scarp. Lithic waste: 44 waste flakes. Lithic artifact: 1 utilized care. The distribution of cultural material and the position of the bench remnant suggest that lees eroded and/or uneroded portions of the site may exist. Sediments derived from positions adjacent upslope may have buried portions of v J MICROFILMED By JORM MICR+IA9 COMP. PAPMM - of "S MOPIFf Fl"Lkor1LMLO BY JORM MIGROLAB am LLUAr RAP IJ; Alan LJ c' this site occuring at the footslope position on the bench. The bench edge has undergone severe erosion resulting in destruction of this portion of the site. The site is probably associated with the abandoned channel immediately downslope. Buried cultural materials, primarily and secondarily deposited, may exist in the now obscured abandoned channel. No specific aboriginal cultural tradition is suggested by the cultural materials collected. This site would be directly impacted by construction activities and would probably be destroyed. 13JH131. This prehistoric aboriginal site is situated along the right-of- way of the proposed sewer main apout .8 kilometer.(.5 mile) north of the inter— mediate project area (Figs. 5, 6 6 7). The site occupies a portion of terrace adjacent to an abandoned meander of the Iowa River. It is situated in the Eh of the NEk of the SEk of the SEk, and the Sk of the NEk of the NEk of the SEk of I Section 27, and the Wei of the NA of the SA of the SWk, and the Wry of the SA of the NA of the SWk of Section 26, R -6W, T -79N, Johnson County, Iowa. The site has an estimated lateral extent of 30 x 400 meters The lithic materials recovered from the beveled abandoned meander scarp are listed below. Flaked lithic artifact: 1 biface fragment. Miscellaneous lithic artifact: 1 utilized flake. The distribution of cultural material suggests a partially buried occupa- tional surface may be present but exposed on the eroded scarp. The construction of Sand Road has probably destroyed a large portion of this site. If the site is associated with the abandoned channel, buried cultural materials may exist in the channel as well. No specific aboriginal cultural tradition is suggested by the cultural materials collected. Installation of the proposed sewer main to the intermediate or south project areas could significantly impact any buried portions of this site. MICROf ILMCO BY JORM MICROLAB CrDAR 011M • PFt MOVIFF- MiLRO1ILMEO BY JORM MICROLAb LEOAR RAVIuS AINU uL>1 13JH132. This prehistoric aboriginal occupation site is situated about 200 meters (220 yards) east of the south project area and about 320 meters (350 yards) west of Sand Road (Figs. 668). The site occupies a terrace remnant bordering an abandoned meander. It is situated in the S� of the SEk of the NWk, the SWk of the SWk of the NEk of the NWk, and the NWk of the NWk of the SEk of the NWk of Section 2, R -6W, T -78N, Johnson County, Iowa. The site has an estimated lateral extent of 150 x 30 meters. Listed below are the lithic and ceramic materials recovered from the shoulder and sideslope of the beveled abandoned meander scarp. Lithic waste: 4 waste flakes. Miscellaneous lithic materials: 1 core fragment. Ceramics (grit -tempered): 1 body sherd spall. i A partially buried cultural horizon is suggested by the distribution of cultural material but exposed on the severely eroded scarp. Buried cultural material may be present in the abandoned meander if the site is associated with this landform. A Woodland manifestation is suggested by the presence of the _ grit -tempered body sherd. 13JH132 is situated outside the area of the proposed project and will not be impacted directly or indirectly. Collection Area: In addition to the aforementioned sites, one collection area was designated in the NEk of the NEk of the NEk of the NWk of Section 27, R -6W, T79N, Johnson County, Iowa. A historic Fox village is alledged to be at or near this location (Fig. 5). One waste flake was recovered from the terrace near a scarp overlooking a lower terrace level. Future survey work is planned for this collection area. This collection area is situated outside the area of the proposed project and will not be directly or indirectly impacted. - HISTORICAL ASSESSMENT Methodology _ The following study has been made to assess the impact of the above Sewage Treatment project on the historic resources of Johnson County. The area of study is defined as Sections 2, 3, 10, and 11, R -6W, T -78N and Sections 22, 27, 34, and S ,....:. 141CROr1L14ED BY JORM MICR�LAB rrnnv �nrins .ors rmlaars Mli.i(U� ILMLO BY DORM MICROLAB -10- CEUAk kAPIJS AliU LXL :'!U :.L- J"" 35, R -6W, T -79N, Johnson County, Iowa. Loren Horton, Director of Field Services, State Historical Society, Iowa City, Iowa was able to supply several invaluable references relevant to this study area. Results The study area was in the possession of the Sauk and Fox following the Black Hawk Purchase of 1832 (Figs. 9 & 10). The southeastern portion of the study area was within Keokuk's Reserve, a 400 square mile strip along the Iowa River (Ramer 1936). The first trader's house in what is now Johnson County was established circa 1830 by John Gilbert while under the employ of the American Fur Company (Figs. 6, 9, 10 & 11) (Iowa Writer Program 1941, Fugle 1954). It was located near the mouth of Snyder (Gilbert) Creek close to the Iowa River in the NW34 of Section 10, R -6W, T -78N, Johnson County, Iowa. This trading house, consisting of a stockade enclosure and log house (Old Settler's Association 1924-25) was built near a Fox village, possibly that of Totokonock (Ramer 1936) Keokuk's Reserve became part of the Iowa District in 1836. In the spring of 1837 Gilbert established his own trading house near the mouth of a small creek close to the Iowa River in the SEh of the SA of Section 35, R -6W, T -79N, Johnson County, Iowa (Figs. 6 & 11). This structure, consist - Ing of two 20 -foot -square cabins with a 20 -foot wide roofed space between, was built near Poweshiek's village (Figs. 6, 11 & 12). The same year Wheaton Chase, sent by the American Fur Company to succeed Gilbert, abandoned the old cabin of the American Fur Company and built a new trading house. This structure was built an the south side and a little farther up the creek within a quarter mile of Gilbert's trading house (Figs. 6, 11 & 12) (Iowa Writers' Program 1941). In this same year, 1837, the remainder of the study area was ceded to the Iowa District. Late in 1837 Gilbert constructed a claim cabin and staked an area to hold a claim for the proposed townsite of Napoleon (Figs. 5, 11 & 12) (Iowa Writers' Program 1941). The plat was to be laid out in the SE3z of Section 22, R -6W, T -79N. 141LROFILI410 BY JORM MICR+LAB CFON! PAPIM • 'V5 140111LS MlukOFILMLD BY DORM 141CROLAB LEUAR RAPiUJ A11O•- -11- Napoleon became the country seat of Johnson County, Wisconsin Territory even though only one other structure was started (Iowa Writers' Program 1941). The claim cabin was built near Wapashiek's village which is said to have been within the proposed town site of Napoleon (Figs. 5, 11 b 12) (Ramer 1936). In 1839, Poweshiek's Village moved northwest some twenty miles up the Iowa River locating near the town of Monroe, Johnson County, Iowa while Wapashiek's village moved to the then new agency and trading post five miles below Marengo (Fig. 12) (Ramer 1936). With the establishment of Iowa City as the territorial capitol, the county seat of Johnson County was moved from Napoleon to Iowa City. Napoleon was abandoned. SUMMARY AND RECOMMENDATIONS Based on the findings of this study it appears that known sites of historic importance are located within and/or near the right-of-way of the proposed sewer main between the intermediate and south project areae and near the north project area (Fig. 11). The exact location of these sites is unknown at the present time. However, these sites are subject to direct impact if they are found to be within the project limits. The present archaeological investigation defined and located 4 previously unrecorded prehistoric sites (13JH129-132). Two of these (13JR129 and 13JH130) are within the limits of two of the project areae (intermediate and south respectively; Fig. 8) and are subject to direct impact. A third site (13JH131) is within the right-of-way of the proposed sewer main (Fig. 7) and is also subject to direct impact. The fourth site (13JH132) is outside the immediate project limits (Fig. 8) and is not subject to direct impact. Therefore, this office (OSA) recommends the following alternatives: 1) that the sites be planned or designed around; or 2) is the sites cannot be planned around, then it appears that an intensive survey of the area is warranted. This M ICROE ILI•ffD BY JORM MICR#LAB ff OAP PAP19S • !IFS MOINES 0 1!UkUI ILMLU 8Y JURM MICRULAb _12- I.LUAk RAPM ANU )L. Phase II survey will provide the basis for determination of eligibility of the sites for listing in the National Register in accordance with Part 800.4 (a) of the Advisory Council procedures. Phase II investigations should include sufficient time for surface and subsurface inspection of the sites. No survey technique is completely adequate to locate all the sites in an area, given land cover, time and other factors such as deeply buried sites. Therefore, should any sites appear during ensuing construction activities, the Office of State Archaeologist must be contacted immediately. —` Acknowledgements. I wish to thank Tal Leipa and Mirimam Bunlap of Veenstra b t' Kamm for their assistance during initiation and conduction of this survey and i John Kean for his assistance and suggestions during this survey. I also wish J— to thank Russell and Randell Winborn for their information and aid during a portion of this survey. A special thanks also goes to Loren Horton, Director of Field Services, State Historical Society for his interest and invaluable aid during the historical research. A final thank you goes to the Office of State Archaeologist for aid and advice during completion of this report. REFERENCES CITED Bryson, Reid A., David A. Baerreis, and Wayne M. Wendland 1970 The Character of Late -Glacial and Post -Glacial Climatic Changes. In Pleistocene and Recent Environments of the Central Great Plains, Wakefield Dort, Jr. and J. Knox Jones, Jr., Eds. The University Press of Kansas, Lawrence, Kansas Byington, 0. A., Ed. 1924-25 Year Book of the Old Settlers' Association. Old Settlers' Association, Johnson County, Iowa. Fugle, Eugene 1954 A Fox Village Site. Journal of the Iowa Archaeological Society, — Vol. 4, No. 1, p. 4-15. Iowa Writers' Program 1941 Johnson Count History. Johnson County Superintendent of Schools, Iowa City, Iowa. _ Johnson County SCS Office 1977 Advanced Field Sheets, Soil Survey of Johnson County, Iowa. 141CROF MILD or JORM MICR+LAB MAP RAP1P, 110111CS MILRUFILMLD BY JORM MICRDLAB CLUAR RAVIUS AND ULJ >IU1:4LI .J+111 -13- Prior, Jean C. 1976 A Regional Guide to Iowa Landforms. Educational Series, 3. Iowa Geological Survey, Iowa. Ramer, Leonard V. 1936 The Migration of the Sauk and Fox Indians. MA Thesis, University of Iowa, Iowa City, Iowa Walker, Patrick H. 1966 Postglacial Environments in Relation to Landscape and Soils on the Cary Drift, Iowa. Research Bulletin 549. Agriculture and Home Economics Experiment Station; Iowa State University, Ames, Iowa. MICROFILMED BY ,( ` JORM MICR#LAB CFMR RAPIDS PFS MOINES m 1 Mit,kWILI'ILJ BY JORM I41CRULAB CLUAk kAv10� AND FOLLOWING -BEST DOCUMENT AVAILABLE FOLLOWING ST DOCUMENT BE [,.. ,4`. l•' MICROFILFILO BY JORM MICRbLAB CFOAR qrS 'domes a JORM MICROLAB TARGET SERIES 000 AVAILABLE s s s : 1 : • r� i o.r. � .'Yr v M:' %urlff• 7 .i ♦ I. 'flpi f�.. �rt{f Ii•.1.... 'iyin'' 1hn le JF 1� FZ a ' �' 4 •�: fir. 1�.. i1�• ! • ., r^'11i.1 `I`.: � Y' 1 . .,1\�j K ni•�y� ., ...:`L, `.i Ik- .. �`,, •`t �, i. , � .il• a. Hyl, ,It'b". 'V"•. :/; iw},:I •�. 1,�1t��t11'aa a. ♦ :�: r, :; .,y: ,\(' t}y •'/���-!1\. %{ '1 n�•a�u ,t''I:�a o1r,� 7',� t't :+' j' �ti :r•,r'yj JAC t �-Y i;;�N' � fid.' ..,'��.. 1�1�,�2'.,. A, il' ,., •. v. � '�- ] •i "its LAS i. Fig. 2. Air Photo of the Intermediate and South Project Areas and a Segment of the Proposed Sewer Main Right—of— Way. From air photo supplied by Veenstra 6 Kimm, West Des Moines, Iowa. DORM MICROLAB "p%" Fig. 3. Air Photo of the Existing Facility and a Segment of the Proposed Sever Main Right -of -Way. From air photo supplied by Veenstra 6 Kimm, West Des Moines, Iowa. DORM MICROLAS ALU 1411,RW ILMLU BY JORM MICROLAB • UDAR RAP Ius AND uL� : Ui,,L,, Fig. 4. Landform Regions of Iowa. Iowa Geological Survey 1976. 141CROFILMED BY JORM MICR6LA9 CEDAR MOINFs r V 141CROFIL141D BY JORM MICR+LAB 6FDAR RAPIM - nrF MOINFS �I:uul� iL',!,J BY JURM MICkULAu Scale: Mile! 0 Fig. 5. Soil Series and Native Vegetation of the North Project Area and Surrounding Region. From Soil Survey of Johnson County, Iowa; Advance Field Sheet 1977. h1I CRM IU -11:1) BY JO RM MIC ROL A S fr<i0.P Vnl"��'. �rS 'g01'IIC IL 'i I bJURM HICkULAO —19- 9f 111CROl I LMLO BY JORM MICR16LAE3 0 OD 7 Al En ulzos rn 0 0 Co z QJ 44 0) 0 1 P4 ca w lie > 00 al :11 > 0 Is Cl 0 to0 160 nut .L7W BY JUM 1-11CkOLHo ILUl01 fiA( iJJ HIIU uL� • Scale: Miles 0 k 1 Fig. 6. Soil Series and Native Vegetation of the Intermediate and South Project Areas and Surrounding Region. From Soil Survey of Johnson County, Iowa; Advance Field Sheet 1977. MICRO[ ILMED OP JORM MICR6LA9 rr,�Ac cnrn• �r� r.�bIYIS „.,,.,r:.,.�.” iii UUkM Mi(KULkD -20- 'ril ❑lIII [LI -IFI) BY JORM MICRmLAB M O O H N W MiuNt iOILU Bi JOkM MICkULAB LLUAk kAP10� A;10 LJL-J ?1-- v•• -21— —21— IOWA IOWA CITY - ^--X67$-- i 7.;• . \ 261 j G /^ ?--- E A S ...1. L U.. A S I} i 25 o. \ 2.6 27 31 3Y�,%' Ok LUC 0 3'i 1 Fig. 7. Topographic and Site Location Map of the North Project Area and Surrounding Region. From Iowa City West Quadrangle 1965 and Hills Quadrangle 1965. US Geological Survey. Contour interval 10 feet. MICROFILMED BY JORM MICR#LAB CrOAD HMIA', • 'S, "40111[, miLt(Oi IL LU BY JORM f41CROLAB LEUAR RAPIU� AW UL-, W -22- 129 NYMANDIATE j 36 MECT WEA T 78N 61ii Se a: Hi as 0 Fig. 8. Topographic and Site Location Hap of the Intermediate and South Project Areas and Surrounding Region. From Hills Quadrangle 1965. US Geological Survey. Contour interval 10 feet. 141CROFILMED BY JORM MICR( LAB rrDAR RAPIDS - nrt MOIN17S HIL,kUr iL?ILu BY JURM 141CRULAB _23_ , LLUAtt RArIu': AHi1 UL: Scale: Miles 0 4 8 16 2 Fig. 9. Map Showing Lands of Sauk and Fox, Keokuk's Reserve, a Portion of the Iowa District, and Trading House Circa 1835. Iron -Albert M. Lea 1836. Notes on Wisconsin Teritory, With a Map. 141CRO(ILMED BY JORM MICR0LA6 cconC I?�I'1�` �,rs'10PIFS i Wi nOi lL;•1L0 BY JORM MICROLAB LGDAIZ RAFiu.) IU;b �� ''I••:� FOLLOWING -BEST DOCUMENT AVAILABLE FOLLOWING ; 3 BEST DOCUMENT 141CROf IL14CD BY JORM MICR+LAB rrIAP IWlj!+ Pf$ ;40111(` JORM MICROLAB TARGET SERIES / AVAILABLE i i i N1,ujWi iU4Lu UY JURM buckULAD -24- LLOAR kAYi l'� Ailb JL Fig. 10. Johnson County as Originally established in 1837. From Charles Ray Aurner 1912. Leading Events in Johnson County history. NICROF ILMED BY JORM MICRmLAB Lrpgn Vnrinc Rft M 'VC -•n inti:,: b3 JORM 141LAOL Ab LJIIIt ILII iJ1 laru ..L -25- Ilhuusddd n fie'°r TOMRI4TE OF 11 Cul s.er' PRO.IECT ` •moi,_' W PA �1REAn, -4r Al u a .l.aunli• y \ Oi,I hunt 111 ArOL r7t •' - Ar , I INTERMIDWE P .. r L os. � • 17/N i ' ASI UajJ tom, .l Hrull .vn I J4�.P7 r •IIYN �'h'G^ 'u a ,' • l lirr. ( ((ril i 7rtirf. :fyr 'l y- 0 i,I JIT •T �1 ''� � Cv ,•11111 -1� I ,_• -. < I • Cid f•I/ r lF �,-�'i V&/ r ♦ ro4.. h". f; CCI' G ,; I 11�4 -• , -i. .,, I .. I C .��! .31 T. ir Scale: Miles 0 L 5 1 Fig. 11. An 1870 Plat Map of Study Area, the Project Areas, and Approximate Location of Historic Sites. From Thompson and Everts 1870. Combination Atlas Map of Johnson County, Iowa. MICRO[ It -MID V DORM MIC1116LA6 1 11 r ILkUi !L'ILU BY JORM 111CROLAb tUAk kAF'iu� ANL) Or_ —26- Fig. 12. Indian Villages, Trading Houses, and First Surveyed Tonna. From Charles Ray Aurner 1912. Leading Events in.Jainaon County History. MICROF ILI4CD BY JORM MICRmLA9 NIMP BAPIM , 11'5 MOINES MICR0FILi4ED BY JORM I•IICROLAB CEDAR RAPIDS ANU ULS ;Pu11¢.,, ,v1,11 APPENDIX D SEWER SYSTEM EVALUATION SURVEY RESULTS RIVER CORRIDOR SEWER SYSTEM DESIGN COMPUTATIONS 141CROFILIIED BY JORM MICR+LAB CEDAR RADIOS •DCS MOIRES i H i t I� MICR0FILi4ED BY JORM I•IICROLAB CEDAR RAPIDS ANU ULS ;Pu11¢.,, ,v1,11 APPENDIX D SEWER SYSTEM EVALUATION SURVEY RESULTS RIVER CORRIDOR SEWER SYSTEM DESIGN COMPUTATIONS 141CROFILIIED BY JORM MICR+LAB CEDAR RADIOS •DCS MOIRES i H MiLkOF ILMED BY JORM MICROLAB CLUAk RAPIDS AU ULS }IU:NL. , l'U+•11 4• '5...� MICROFILMED BY ' )ORM MICR+LAB CEDAR P.APIOS Dr5 MOINI'S AHERICAN COUSIILIINO SEI:VICES.INC CLIENT VEC.N[iIRA AND I:1 HH ENGINEERS AND FLANNrUS (AVIA I IOWA 1:1IY, IOWA INFILIHAI ION / INI'LOW SUMMAIY F.'EPOr1 ACS—RPT-03 RUN PATE 02/1/78 PROJECT I:UKI:1 IHllc PARE—NO. 1 JOU NO IA -77-179-2, MANHOLE. MANHOLE C.E.. ROOF LUR. SERVICE/ ' TOTAL LIG/FRAME/ WALL/AFRUN/ AREA CLEANOUT. SERVICE MI SCELLANEUIIS TOTAL TOTAL INFIL/ RING IROUGH DRAIN VENT.Ei C. INFLOW J01141/ PIPE INFIL. 1NFLUW CONNECTION INFIL. INFLOW INFIL. iHrLOW INFIL. INFLOW INFLOW DIST. INFIL. INFLOW TNF I1.. INFLOW INFLOW q 957 5 8.150 6042 5.0 1.0 36.0 5.0 15086.5 15091.5 10 382 5.0 12 15.0 414.0 414.0 — 11- 63 G50 1806 3.0 2722.0 2722.0 _. - 12 329 100 1.0 430.0 430.0. TOTAL 1331 - 5.S t I j I 9400 7860 5.0 1.0 55.0 5.0 18652.0 10657.5 1 4• '5...� MICROFILMED BY ' )ORM MICR+LAB CEDAR P.APIOS Dr5 MOINI'S t•1iutUi 11 -MED BY JURM 141CROLAB LEDAK RAPIDS AND JL`, i1U.1L -J"11 141CROFIL14ED BY JORM MICR¢LAB CIGAR RAPI!)S , ACS 1401 NC5 1:1.1 ENI VL'FNSIPA AND I.IMM AMr RICAM COMSIN 11014 51-HVICL5, INC ENGINEERS AND PLANNERS IAi111, _ IOWA CRIT, IOWA INFILIRAtION / INFLOW REPORI A(;!;- RI, 1-02 PROJECT CORRIDOR RrOARILITAIION RECOMMENDATION F•RioiwY 1.151 RON DAIS 02/21/70 JOB NO IA -77-179-2 COST FFFECIIVENES5 RATIO MCTIIOD PAI;C-NO. 1 PRIVRIIY INFILT. INFLOW INFILIRATION / INFLOW SOURCE CAST 111 COST TO COST NUMBER (GPM) (GPM) CONVEY/ REHAB. EFFECTIVE PAGE TREAT (A) (B) RAI'IO(A/D) REFERENCE 0001- 9 400 CATCH BASIN 422,660 $1,000 22.66 3A 0002- 9'. 30 MISCELLANEOUS $1,699 $90 IO.O7 7,+ i. 0003- 9 30 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $1,699 $100 16.99 1(i 0004- 9 25 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 41,416 $100 14.16 1A 0005--9 60 MANHOLE LID/FR•AME SUBJECT TO SURFACE RUNOFF 63,399 $300 11.33 IA 0006-11 40 ROOF LEADER 12,266 $200 11.33 13A 0007-11 20 MANHOLE LIG/FRAME SUBJECT TO SURFACE RUNOFF $1,133 $100 11.33 12A - 0008- 9 32 ROOF LEADER $1,812 $200 9.06 611 0009-11 32 ROOF LEADER $1,012 $200 9.06 13A 0010- 9 15 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $849 $100 8.49 in 0011-10 15 MANHOLE LII,/FRAME SUBJECT TO SURFACE RUNOFF SB49 $100 8,49 9A 0012- 9 '. 1,400 CATCH BASIN $79,311 $10,000 7.93 4/+ .0013- 9 700 CATCH BASIN $39,655 $5,000 7.93 4A 0014- 9 700 CATCH BASIN $39,655 $5,000 7.93 •TA '. 0015- 9 700 CATCH BASIN $39,655 $5,000 7.93 4A 0016- 9 700 CATCH BASIN - $39,655 $5,000 7.93 4A 0017-11 28 ROOF LEADER $1,506 $200 7.93 13A 0018- 9 110 ROOF LEADER $6,231 $950 6.55 6A 0019- 9 90 LEAKING UNDER MANHOLE SPACER RING $5,098 $900 5.66 lA �., 0020- 9 40 LEAKING UNDER MANHOLE SPACER RING $2,266 $400 5,66 1A 0021- 9 10 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $566 $100 5.66 2A 0022- 9 1,600 CATCH BASIN $90,641 $20,000 4.53 4A 0023- 9 800 LATCH BASIN $45,320 $10,000 4.53 4A 0024- 9 400 CATCH BASIN $22,660 $5,000 4.53 SA 0025- 9 400 CATCH BASIN $22,660 $5,000 4.53 51) 0026- 9 400 CATCH BASIN $22,660 $5,000 4.53 5A 0027- 9 80 CATCH BASIN $4,532 $1,000 4.53 5A 0028-10 16 MANHOLE LID/FRAME SIIBJCCI TO SURFACE RUNOFF $906 $200 4.53 9'. 0029-I1 16 MANHOLE LIG/FRAME SUBJECT TO SURFACE RUNOFF $906 $200 4.53 I''/+ .0030-9 8 MANHOLE LIIVFRAME SUBJECT TO SURFACE RUNOFF $453 $100 4.53 2A 0031-12 8 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $453 $100 4.53 is - 0032 -11 2 EXTRANEOUS LINE RUNNING AT BULKHEAD $113 $30 3.76 14A 0033-10 12 ROOF LEADER 1679 $200 3.39 11A j 0034-.12 12 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 1679 $200 3.39 ISA 0035-10 6 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $339 $100 3.39 9A 00.36- 9 95 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $5,381 $1,900 2.83 'A 0037- 9 .50 CATCH BASIN $2,832 $1,000 2.83 SA 0038- 9 20 LEAKING UNDER MANHOLE SPACER RING $1,133 $400 2.83 0039-10 S LEAKING MANHOLE WAIL $283 $100 2.03 9.1 0040-11 5 MANHOLE LID/FRAME SUI,JCCT TO SURFACE RUNOFF $283 $100 2.03 ICA 0041- 9 4 CRACKED SURFACE AROUND MANHOLE $226 $90 2.51 IIA 0042-11 1,700 r,RDr LLADCR $96,307 $42,500 2.26 13A 0043- 9 900 ROOF LEADER $50,906 $22,500 2.26 6A 0044- 9 900 ROOF LEADER $50,986 $22,500 2.26 6A 0045-11 800 CATCH BASIN $45,320 $20,000 2.26 12A 0046- 9 600 ROOF LEADER $33,990 $15,000 2.26 6A 141CROFIL14ED BY JORM MICR¢LAB CIGAR RAPI!)S , ACS 1401 NC5 MILRUFiLMLU BY JORM MICROLAB i CL 1f.N1 VEENSTRA AND KIMM ENGINEERS AND PLANNERS 10WA CITY, IOWA PROJECT CORRIDOR JOB NO IA -77-179-2 PRIORITY NUMBER 0047- 9 0048- 9 0049- 9 0050-10 0051-12 0052- 9 0053-12 -0054-10 0055-11 0056- 9 0057- 9 0058-12 0059-12 0060-10 0061- 9 0062- 9 0063-12 0064- 9 1 _ 0065-10 0066-10 0067-12 0068-10 0069-12 0070-11 0071-11 0072- 9 0073- 9 0074-10 f 0075-11 SUBTOTAL 0076- 9 0077-11 0078- 9 0079- 9 TOTAL INFILT. INFLOW (GPM) (GPM) 7-7 CLUAR RAPIDS AND UL" I ABLE - INFILTRATION / INFLOW REHAUILITAIION COST CFFCCTIVENESSARATIO METHOD TION Y LIST INFILTRATION / INFLOW SOURCE 600 ROOF LEADER 600 ROOF LEADER 600 ROOF LEADER 4 MANHOLE LID/FRAME SUBJECT TO SUREACE RUNOFF 4 MANHOLE LID/FRAME SUBJECT 10 SURFACE RUNOFF 1,700 ROOF LEADER 1 ABANDONED SERVICE 15 MANHOLE LID/FRAME SUBJECT TO SURFRCE RUNOFF 6 ROOF LEADER 5 LEAKING SEWER PIPE 3 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF LID/FRAME3 MANHOLE SUBJECT ACE RUNOFF 60 LEAKING UNDER MANHOLESPACER RING 15 MISCELLANEOUS 5 LEAKING UNDER MANHOLE SPACER RING I20 CATCH BASIN 180 MANHOLE LIII/FRAME SUBJECT TO SURFACE RUNOFF 134 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 134 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 108 MANHOLE LIG/FRAME SUBJECT TO SURFACE RUNOFF 100 CATCH BASIN JECT TO SURFACE RUNOFF sMANHOLE LID/FRAME SUP 6^ MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 50 CATCH BASIN 20 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 18 LEAKING UNDER MANHOLE SPACER RING 4 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 4 MANHOLE LIF/FRAME SUBJECT in SURFACE RUNOFF 2 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 5.0 18,648.0 COST-EFFECTIVENESS HREAK POINT 1 LEAKING SERVICE CONNECTION 1 FOOTING DRAIN TILE .5 LEAKING MANHOLE WALL 2 FOOTING DRAIN TILE 5.0 10,652.5 141CROFILMED BY _ JORM MICR(LAE3 CEDAR RAPIDS , DES 1'1011JES AMI:Ii1F.AN CONSULTING SCRVTCES,INC REPORT ACS -RPT -02 RUN DATE 02/21/78 PAGE -N0. COST TO COST TO REHAD. COST EFFECTIVE PAGE CONVEY/ TB) RATIO(A/B) REFERENCE TREAT (A) $33,990 $15,000 2.26 6A 7A $33,990 115,000 2.26 7A 133$990 115$000 2.26 9A - $226 100 26 15A 42^^-6 $ 1100 2.26 7A. $96,307 $45,000 2.14 1.86 ILA $56 130 qp 1849 $500 1.69 13A $339 $200 1.69 7A 1897 $528 1.69 2A $169 $100 1.69 15A $169 $100 1.69 15A $3,399 $2,400 1.41 I1A 1849 $600 1.41 2A $283 $200 1.41 5A Sb,798 $5500 1.35 ISA 110,197 $9,000 1.13 3A $7,591 16$700 1.13 IDA $7,591 S6r 700 1.13 to(,$6,118 $5,400 1.13 16A $5,665 $5,000 1.13 10A $4,532 14,000 1.13 16A $3,512 $3,100 1.13 13A 12,832 $2,500 1.13 12A $1,133 $1r 000 1.13 3A 41$019 $900 1.13 3A $116 $200 1.13 LOA $226 $200 1.13 12A $113 $100 1.13 $1,057,292 $352,918 ------------------- 56 5600 .0 14A 7A $ $56 $2,000 3A 428 $1,000 .0L LA $113 $6$000 . 01 $1,057,545 $362,518 A 11iL k0f lUIL:U BY JORM 141CROLAB • LEUAR RAMS AMU ULS !IU,�ILi, :J+„` K •'' � 141CROFIL14ED BY JORM MICR+LAE* CFOAR RAP105 • 0[S MOINES i CLICNI VCENSIItA ANI, klhM AMI R16i.14 I:UII!;illAINI: 5l'kVIE,I:S.111C cimi11171:5 ANN PLANNPRs L11:I f 3 AIWA I'llf• IUWA SOMI IAk'I :d.WER il!;ilM REF ORI ACS -RFI -04 PROJECI CORkI DOk IO IIADII 11.11 HIN I"RL16kAM !illillitkl 1410 UAII lel/21/70 JON NO IA -%7-179_.. PAGL-140. I i i ' *1* NILiIH pa Y j 'I i kEPLACE/RF.PAIR MANHOLE LIN/FRAME./RING I. 0003-.9 0004- 9 0005- 9 0010- 9 0019- 9 0020- 9 0021- 9 0030- 9 0036- 9 0038- 9 .0057- 9 0061- 9 0064- 9 0072- 9 0073- 9 - - REPLACE MANHOLE /0078- 9 j. DISCONNECl/RCkOUTE STURM SEWER CONNECTION I -0001- 9 0012- 9 0013- 9 0014- 9 0015^ 9 0016- 9 0027.- 9 0023- 9 0024- 9 0025- 9 10026- 9 0027- 9 0037- 9 0062- 9 *0079- 9 - CAP/OISCNCT ROOF LEABER/OPEN CLEANOUT/VFNT PIPE ' 0000- 9 0018- 9 0043- 9 0044- 9 0046- 9 0047- 9 0048- 9 0049- 9 0052- 9 REPLACE SANITARY SEWER 0056- 9 10076- 9 I MISCELLANEOUS I�.;. 0002-9 0041- 9 111 NISTRICT 10 I, REPLACE/REPAIR MANHOLE LID/FRAME/k1NG 0011-10 0028-10 0035-10 0039-10 0050-10 0054-10 0065-10 0066-10 0068-30 0074-30' - b DISCONNECT/REROUTE STORM SEWER CONNECTION 0060-10 j, L'AP/DISCNCT ROOF LEANER/OPEN CLEAIIUIIT/VCN1 PIPE 0033-10 111 DISI'R'ICT 11 kCPLACGRCPAIR MANHOLE LIN/FRAME/RING 0007-11 0029-11 0040-11 0071•-11 0075-11 DTSCONNECl/REROUIE STORM SEWER CONNF.CIION 0045-11 0070-11 CAP/NISCNCI ROOF LEANER/OPEN CLEANOUT/VCNT P11'E 0006-11 0009-11 0017-11 0042-11 0055-11 MISCELLANEOUS 0032-11 *0077-11 I 1(401 COST-EFFE-Cl IVI: I I K •'' � 141CROFIL14ED BY JORM MICR+LAE* CFOAR RAP105 • 0[S MOINES 141CROFILIIED BY JORM MICR+LAB CFOAP RAPIDS • DFS MOMIS ;.INC. RPI -04 /^1/7H 141LkUf iLi•1LU BY JORM MICkOLAB CLUAR RAPlU5 AMU OLS .'ail" F,'_LS4l .....y ,.•.,.� VEF_-- <A A'4L_4IMM �.._-. r--. ..-^. -..._. IPPEI�`i-`. A .-+-. �----• �---^ .-`-.':ERIO.':-yONSIr^' 16 Sv�'.w'CES.�'.'.'^ .' .. f - N 01 __AN'. .-ANNE... IOWA CITY, IOWA INFILIRATI ON / INFLOW.FINDINGS REPORT ACS -RPT -01 PROJECT CORRIDOR AND RUN DATE 02/21/7B JOB NO IA -77-179-2 REHABILITATION RECOMMENDATIONS PAGE -NO. 1 DISTRICT 9 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO COST NUMBER (GPM) (GPM) REHABILITAIION RECOMMENDATIONS CONVEY/ REHAB. EFFECTIVE TREAT (A) (B) RATIO(A/B) REPLACE/REPAIR MANHOLE LIIVFRAME/RING -------------------------------------------------- 0003- 9 30 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $1,699 $100 16.99 ' MH 147 j REPLACE WITH CONCEALED PICKHOLE LII, WITH O-RING GASKET i 0004- 9 25 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $1,416 $100 14.16 MH 172 i REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET 0005- 9 60 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $3,399 $300 11.33 3 MANHOLES - 20 GPM EACH ! 25 86 93 j REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RIND GASKET 0010- 9 15 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 1849 $100 8.49 -. MH 40 REPLACE WITH CONCEALED PICNHOLE LID WITH 0 -RING GASKET 0019- 9 90 LEAKING UNDER MANHOLE SPACER RING $5,098 $900 5.66 3MANHOLL�ES GPM EACH ^_ O430 i REPAIR SPACER RINGS _ i 0020- 9 40 LEAKING UNDER MANHOLE SPACER RING $2,266 $400 5.66 - 2 MANHOLES - 20 GPM EACH 55 67 I REPAIR SPACER RINDS MICROFILMED BY 1 JORM MICR(�LAE$ CEDAR RAPID`. • DCS MOINES P11LiMILMLD BY DORM MICROLAB CEDAk RAPIDS ANU•- 1 MICROFILMED BY 1 JORM MICR+LAB CFDAD P.APIIS • DF5 HOIHCS (" CLIENT VEENSTRA AND KIMM APPENDIX A AMERICAN CONSULTING SERVICES,INC ENGINEERS AND PLANNERS IOWA CITY. IOWA INFILTRATION / INFLOW FINDINGS REPORT ACS -RPT -01 PROJECT CORRIDOR AND RUN DATE 02/21/78 JOB NO IA -77-179-2 REHABILITATION RECOMMENDATIONS PAGE -NO. 2 DISTRICT 9 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO COST NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS CONVEY/ REHAB. EFFECTIVE TREAT (A) (B) RATIO(A/B) 0021- 9. 10 .MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 0566 $100 5.66 MH 36 i REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET 0030- 9 8 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 0153 $100 1.53 �- I MH 37 REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET 0036- 9 95 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $5,381 $1,900 2.63 19 MANHOLES - 5 GPM EACH IIC 29 31 31A 318 31C 31D 31E 31F 310 31H 31I 31 31K 31L 31M 32 33 31 j REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET j 0038- 9 20 LEAKING UNDER MANHOLE SPACER RIND 01,133 $100 2.83 2 MANHOLES - 10 GPM EACH 100 203 REPAIR SPACER RINGS 0057- 9 3 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $169 $100 1.69 MH 16 i REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET 0061- 9 5 LEAKING UNDER MANHOLE SPACER RING $283 $200 1.41 MH 71 REPAIR SPACER RINGS 1 MICROFILMED BY 1 JORM MICR+LAB CFDAD P.APIIS • DF5 HOIHCS !•1lLkU1IOLD BY JURM MICRULAB CLUAR RAP IJS AND )L I41LROf ILNCO BY a JORM MICR+LAB CrOAP RAPIOS • Of5 MINTS AMERICAN CONSULTING SERVTCES,INC APPENDIX A CLIENT VEENSTRA AND KIMM - ENGINEERS AND PLANNERS REPORT ACS -RPT -OI IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS RUN DATE 02/21/78 AND PAGE -NO. 3 PROJECT CORRIDOR REHABILITATION RECOMMENDATIONS JOB NO IA -77-179-2 DISTRICT 9 COST TO COSI TO COST PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS RECOMMENDATIONS CONVEY/ REHAB. (B) EFFECTIVE RATIO(A/B) NUMBER (GPM) (GPM) REHABILITATION TREAT (A) MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $7,591 $6,700 1.13 0064- 9 134 67 MANHOLES - 2 GPM EACH 14D 1401 I4B22714E�714F�714G27E 7 9 10 11 12 13 148 0 21 24 25 I 14GA 16 17 18 19 183 164 185 187 IBB 189 190 191 194 28 35 38 l82 195 196 196A 1966 196C 197 198 199 200 201 202 216 217 218 203 204 207 208 209 212 213 214 215 219 220 221 223 REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET .I $1,019 $900 1.13 19 PACER RING t 0072- 9 3EMANHOLESDER6MGPM0EACHLE 74A 75 76 I REPAIR SPACER RINGS $226 $200 1.13 4 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 0073- 9 2 MANHOLES - 2 GPM EACH 14 30 i REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET REPLACE MANHOLE ______________________________ $28 $1.000 .02 5 LEAKING MANHOLE WALL $0078- 9 . MH 190 REPLACE MANHOLE , ____-____- DISCONNECT/REROUTE STORM SEWER CONNECTION--------- ------------------------------- $22,660 $1,000 22.66 0001- 9 400 CATCH BASIN ENTERS MH 196C DISCONNECT AND REROUTE #NOT COSI-EFFECTIVE I41LROf ILNCO BY a JORM MICR+LAB CrOAP RAPIOS • Of5 MINTS mi1LROFILi1LD BY JORM MICROLAB CEDAR RAPIDS AND uL5 j APPENDIX A AMERICAN CONSULTING SERVICES,INC CLIENT VEENSTFA AND KIMM ENGINEERS AND PLANNERS IOWA CITY, IOWAREPORT ACS -RPT -01 INFILTRATION / INFLOW FINDINGS RUN DATE 02/21/70 PROJECT CORRIDOR AND PAGE -NO. 4 JOB NO IA -77-379-2 REHABILITATION RECOMMENDATIONS i DISTRICT 9 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS j NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS i ! 0012- 9 1,400 CATCH BASIN NORTHEAST INTO MH 201 DISCONNECT AND HEFUlI7E i 0013- 9 700 CATCH BASIN i NORTHWEST INTO MH IDA DISCONNECT AND REROUTE 0014- 9 700 CATCH BASIN ! NORTHEAST INTO MH 203 DISCONNECT AND REROUTE 3. 0015- 9 700 CATCH BASIN NORTH INTO MH IBC DISCONNECT AND REROUTE I 0016- 9 700 CATCH BASIN iNORTHEAST INTO MH 202 DISCONNECT AND REROUTE I 0022- 9 1,600 CATCH BASIN TWELVE CATCH BASINS BETWEEN MADISON AND CLINTON ON j COLLEGE ST. i DISCONNECT AND REROUTE 0023- 9 000 CATCH BASIN TWO SOUTHWEST OF MH 2O1A DISCONNECT AND REROUTE :41CROFILIIED BY .� JORM MICR#LAE CFOAR RAP TOS OFS MO1NE5 COST TO COST TO COST CONVEY/ REHAB. EFFECTIVE TREAT (A) (R) RATIO(A/B) $79,311 $10,000 7.93 $39,655 $5,000 7.93 439,655 $5,000 7.93 $39,655 $5,000 7.93 $39,655 $5,000 7.93 $90,641 $20,000 4.53 $45,320 $10,000 4.53 141LitUFlLMLD BY JORM mICROLAB CEUAR RAPIDS AIIU UL %I Ja:• .0 MICRUFI LI4LD 4Y ' JORM MICR+L, CEDAR RAPM • 9f5 '401 CLIENT VEENSTRA AND KIMM APPENDIX A AMERICAN CONSULTING SERVICES,INC ENGINEERS AND PLANNERS IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS REPORT ACS -RPT -01 PROJECT CORRIDOR AND RUN DATE 02/21/7B JOB NO IA -77-179-2 REHABILITATION RECOMMENDATIONS PAGE -NO. 5 DISTRICT 9 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO COST NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS CONVEY/ REHAB. EFFECTIVE TREAT (A) (B) RATIO(A/B) 0024- 9 400 CATCH BASIN 422,660 $5,000 4.53 SOUTHWEST INTO MH 192 DISCONNECT AND REROUTE 0025- 9 400 CATCH BASIN $22,660 $5,000 4.53 - NORTHWEST INTO MH 201 I DISCONNECT AND REROUTE i 0026- 9 400 CATCH BASIN $22,660 $5,000 4.53 NORTHWEST OF MH 193 DISCONNECT AND REROUTE i 0027- 9 80 CATCH RASIN $4,532 $1,000 4.53 WEST SIDE OF CAPITOL ST. AT INTERSECTION OF BURLINGTON ST. DISCONNECT AND REROUTE 0037- 9 50 CATCH BASIN 12,832 $1,000 i 2.83 ENTERS MH 93 DISCONNECT AND REROUTE i 0062- 9 120 CATCH BASIN $6,790 $5,000 1.35 10 FT NORTHEAST INTO MH 1988 ! DISCONNECT AND REROUTE •0079- 9 2 FOOTING DRAIN TILE 1113 $6,000 .01 1 GPM EACH 1032 FOSTER 406 KIMBALL RD. 1506 PRAIRIE DU CHEIN RD i MICRUFI LI4LD 4Y ' JORM MICR+L, CEDAR RAPM • 9f5 '401 I'IILRUF ILMLD BY JURM MICROLAB LLDAR RAPIJS AND AL ;lu .;(:..,. .�•' MICROFILMED BY DORM MICR+LAB FF,DAR RARIO,4 , UFS MOINES �^ AMERICAN CONSULTING SERVICES,INC CLIENT VEENSTRA AND NIMM APPENDIX A ENGINEERS AND PLANNERS IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS REPORT ACS -RPT -01 DATE 02/21/78 PROJECT CORRIDOR AND REHABILITATION RECOMMENDATIONS RUN PAGE -NO. 6 JOB NO IA -77-179-2 DISTRICT 9 PRIORITY INFIL7. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO RE(B) COST EFFECTIVE NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS TREAT (A) RATIO(A/B) DISCONNECT AND REROUTE CAP/DISCNCT ROOF LEADER/OPEN CLEANOUT/VENT PIPE -------------------------------------------------- i {1.832 4200 9.06 0008- 9 32 ROOF LEADER 616 SOUTH CAPITOL ST. DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE , 16,231 1950 6.55 ! 0018- 9 110 ROOF LEADER CHEMISTRY BUILDING ON CAMPUS DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE 450.986 122,500 2.26., 0043- 9 900 ROOF LEADER WOMENS GYM DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE {50r986 122.500 2.26 0044- 9 900 ROOF LEADER CALVIN HALL DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE 133.990 $15,000 2.26 0046- 9 600 ROOF LEADER j JESSUP HALL 11I5CONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE 433,990 115,000 i 2.26 ` 0047- 9 600 ROOF LEADER COMMUNICATIONS BUILDING DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE.. MICROFILMED BY DORM MICR+LAB FF,DAR RARIO,4 , UFS MOINES .li Li(Ur iLMEU BY JOkM 141CkOLA8 CEDAR kAPIU�) AND 01-1 I APPENDIX A AMERICAN CONSULTING SERVICES,INC CLIENT VEENSTRA AND KIMM ENGINEERS AND PLANNERS IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS REPORT ACS -RPT -01 AND RUN DATE 02/21/78 PROJECT JOB NO CORRIDOR IA -77-179-2 REHABILITATION RECOMMENDATIONS PAGE -NO. 7 DISTRICT 9 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO COST NUMBER (GPM) (GPM)REHABILITATION RECOMMENDATIONS CONVEY/ REHAB. EFFECTIVE TREAT (A) (B) RATIO(A/B) 0048- 9 600 ROOF LEADER 133.990 {15.000 2.26 OLD CAPITOL DISCONNECT ANI, EXTEND ROOF LEADER, CAP GROUND PIPE 0049- 9 600 ROOF LEADER 133,990 415,000 2.26 MCLEAN HALL I DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE 0052- 9 1,700 ROOF LEADER 196,307 {45,000 2.14 ENGINEERING BUILDING DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE I REPLACE SANITARY SEWER -------------------------------------------------- 0056- 9 5 LEAKING SEWER PIPE 1897 {528 1.69 SOUTHWEST OF MH 22 AT 2ND PIPE '.. REPLACE DEFECTIVE PIPE REPLACE 6 FT *0076- 9 1 LEAKING SERVICE CONNECTION 156 {600 .09 MH 31D REPAIR CONNECTION i MISCELLANEOUS -------------------------------------------------- f 0002- 9 30 MISCELLANEOUS 11,699 {90 18.87 CURB NEAR MH 94 PATCH CURB S• -R° .,<• MICROFILMED BY . l JORM MICR+LAB CFDAP PAPIDS • DFS MOVIFS Mlt,iiu ILMLU BY JORM MICROLAB • CLUAR RAPIDS AND uu :•IVI:LLi, .:,w•. 141CROMMED BY DORM MICR6LAB CCDAR P.APIDS • PES NORIFS C CLIENT VEENSTRA AND KIMM APPENDIX A AMERICAN CONSULTING SERVICES,INC ENGINEERS AND PLANNERS IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS REPORT ACS -RPT -01 PROJECT CORRIDOR AND RUN DATE 02/21/78 JOB NO IA -77-179-2 REHABILITATION RECOMMENDATIONS PAGE -N0. e DISTRICT 9 PRIORITY. 'NUMBER INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO COST (GPM) (GPM) REHABILITATION RECOMMENDATIONS CONVEY/ REHAB. EFFECTIVE PAGE TREAT (A) (B) RATIO(A/B) REFERENCE 0041-9 4 CRACKED SURFACE AROUND MANHOLE 4226 490 2.51 AREA AROUND MH 223 PATCH STREET 141CROMMED BY DORM MICR6LAB CCDAR P.APIDS • PES NORIFS NliL'kOi ILMLU BY JORM MICROLAB GLUM RAP IUS AND ui., ?I'.,i:�LJA CLIENT VEENStRA AND KIMM APPENDIX A AMERICAN CONSULTING SERVICES,INC ENGINEERS AND PLANNERS IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS REPORT ACS -RPT -01 PROJECT CORRIDOR AND RUN DATE 02/21/78 JOB NO IA -77-179-2 REHABILITATION RECOMMENDATIONS PAGE -NO. 9 DISTRICT 10 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO COST NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS CONVEY/ REHAB. EFFECTIVE TREAT (A) (B) RATIO(A/B) REPLACE/REPAIR MANHOLE LID/FRAME/RING -------------------------------------------------- 0011-30 15 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $849 $100 8.49 MH 6 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET 0028-10 16 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $906 $200 4.53 2 MANHOLES - 8 GPM EACH 3 7 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET i 0035-10 6 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $339 $100 3.39 MH 242 REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET 0039-10 5 LEAKING MANHOLE WALL $2133 $100 2.03 MH 4 REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET 0050-10 4 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $226 $100 2.26' MH 5 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET 0054-10 15 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $849 $500 1.69 5 MANHOLES - 3 GPM EACH 16 150 t51 169 245 REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET ti• •R,�` 141CROFILKED BY JORM MICR< LAB CI'DAi; RN -1 NS A(S MOINIS ra1L<OiILMLI) BY JORM MICROLAB LWAR RAPIDS AND DLA 0065-10 0066-10 0068-10 0074-10 134 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF CLIENT VEENSTRA AND KIMM APPENDIX A AMERICAN CONSULTING SERVICES,INC 214 2C 24 24A 26 27 28 29 30 32 33 34 ENGINEERS AND PLANNERS 38 39 40 46 76A 77 78 81 82 83 84 86 94 95 97 IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS REPORT RCS -RPT -01 PROJECT CORRIDOR AND RUN DATE 02/21/78 JOB NO IA -77-179-2 REHABILITATION RECOMMENDATIONS PAGE -NO. 10 DISTRICT 10 GASKET 108 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO COST 54 MANHOLES - 2 GPM EACH NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS CONVEY/ REHAB. EFFECTIVE 47 49 0065-10 0066-10 0068-10 0074-10 134 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 67 MANHOLES - 2 GPM EACH 214 2C 24 24A 26 27 28 29 30 32 33 34 36 37 38 39 40 46 76A 77 78 81 82 83 84 86 94 95 97 98 99 100 101 102 103 104 105 106 107 108 109 111 112 113 115 135A 138 139 144 145 146 147 149 150A 156 158A 164 209 210 211 236 238 240 241 243 244 246 REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET 108 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 54 MANHOLES - 2 GPM EACH IBB 20 21 22 3B 39 41 42 43 44 45 46 47 49 50 51 52 56 57 58 61 63 65 66 67 67A 68 69 71 72 73 74 75 76 03A 84 85 86 88 90 91 92 93 94 96 98 102 103 104 105A 106 110 111 115 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET 80 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 40 MANHOLES - 2 GPM EACH 31 48 49 50 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 80 87 88 89 90 91 92 137 171 247 246 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET 4 MANHOLE LID/FRAME SUBJECT 10 SURFACE RUNOFF 2 MANHOLES - 2 GPM EACH 135 170 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET 141CROFILI•IED BY ' JORM MICR+LAB CEDAR RAP19F, • AFS MOIHFS TREAT (A) (B) RATIO(A/B) $7,591 $6.700 1.13 66,118 $5,400 1.13 $4.532 $4,000 1.13 $226 $200 1.13 Nlt,k t 1LiALU BY JORM MICRULAB LLUAK RAPM AND UL: CLIENT VEENSTRA AND K1MM APPENDIX A AMERICAN CONSULTING SERVICES,INC ENGINEERS AND PLANNERS IOWA CITY, IOWq INFILTRATION / INFLOW FINDINGS REPORT ACS -RPT -01 AND RUN DATE 02/21/78 PROJECT CORRIDOR PAGE -NO. 11 JOB NO IA -77-179-2 REHABILITATION RECOMMENDATIONS DISTRICT 10 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO COST NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS CONVEY/ REHAB. (B) EFFECTIVE RATIO(A/B) - TREAT (A) DISCONNECT/REROUTE STORM SEWER CONNECTION -------------------------------------------------- 35 MISCELLANEOUS $049 5600 1.41 .0060-10 SWIMMING POOL OVERFLOW ENTERS MH 25 I DISCONNECT AND REROUTE CAP/DISCNCT ROOF LEADER/OPEN CLEANOUT/VENT PIPE 0033-10. 12 ROOF LEADER $679 $200 3.39 715 PARK RD. DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE . @ICROFILMED BY JORM MICR+LAE/ CFDAR RAPIDS • OLS MOINES MILAW il-ALU BY AM MICRULAB • LLUAK RAVIu:, Attu OL� :U.; MICROFILM BY JORM MICR+LAE3 CrDAR PAPInS DFS N0III1S CLIENT VEENSTRA AND KIMM AP'P'ENDIX A AMERICAN CONSULTING SERVICES,INC ENGINEERS AND PLANNERS IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS REPORT ACS -RPT -01 PROJECT CORRIDOR AND RUN DATE 02/21/78 JOB NO IA -77-179-2 REHABILITATION RECOMMENDATIONS PAGE -NO, 12 DISTRICT 11 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO COST NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS CONVEY/ REHAB. EFFECTIVE TREAT (A) (B) RATIO(A/B) REPLACE/REPAIR MANHOLE LID/FRAME/RING -------------------------------------------------- 0007-11 20 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $1.133 $100 11.33 j MH 95 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET 0029-11 16 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $906 $200 4.53 2 MANHOLES - 8 GPM EACH 20 22 L REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET i 1 . 0040-33 5 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF $283 $100 2.B3 MH 105 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET 1 0071-11 20 MANHOLE LIIVFRAME SUBJECT TO SURFACE RUNOFF $1,133 $1,000 I 1.13 10 MANHOLES - 2 GPM EACH 20 21 40 63H 97 108 109 112 438 119 j REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET j 0075-11 2 MANHOLE LIIVFRAME SUBJECT TO SURFACE RUNOFF $113 $100 1.13 MH 13A REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET DISCONNECT/RERDUTE STORM SEWER CONNECTION -------------------------------------------------- 0045-11 800 CATCH BASIN $45,320 $20,000 2.26 ROOF LEADERS CONNECTED TO CATCH BASINS ENTERING MH 74 DISCONNECT AND REROUTE i MICROFILM BY JORM MICR+LAE3 CrDAR PAPInS DFS N0III1S FIILRUi ILMLU BY JORM MICROLAB LEUAR RAPIJ� ANU uLS Xu1I,L,, .��• rY AMERICAN CONSULTING SERVICES,INC CLIENT VEENSTRA AND KIMM APPENDIX A ENGINEERS AND PLANNERS IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS REPORT ACS—RPT-01 PROJECT ''. CORRIDOR AND REHABILITATION RECOMMENDATIONS RUN DATE 02/21/7B PAGE—NO. 13 JOB NO SA -77-179-2 DISTRICT 11 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO RE(D) COST EFFECTIVE ' NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS TREATE(A) $2,832 $2,500 1.13 0070-11 50 CATCH BASIN TEES IN WEST OF MH 103 DISCONNECT AND REROUTE '.i ' CAP/DISCNCT ROOF LEADER/OPEN CLEANOUT/VENT PIPE ------------------ -------------------------------- $2,266 $200 11.33 �- 0006—I1- 40 ROOF LEADER 001 MELROSE AVE. i DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE $1,812 $200 9.06 0009-11 32 ROOF LEADER 5 MELROSE CIF. DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE $Ir5B6 $200 7.93 0017-11 28 ROOF LEADER 4 MELROSE CIR. DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE $96,307 $42,500 2.26 0042-11 1,700 ROOF LEADER FIELD HOUSE CONNECTED TO MH 70B i DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE $339 $200 1.69 I 0055-11 6 ROOF LEADER 121 GRAND CT. DISCONNECT AND EXTEND ROOF LEADER, CAP GROUND PIPE 14ICR0IILMED BY JORM MICR4�LAEI CFOAP RAPIDS OCB Id01NFS r4lI kUFILi4ED BY JURM MICROLAB CEUAk RAPIDS ANU ULS MISCELLANEOUS -----------------------------------'_------------- EXTRANEOUS LINE RUNNING AT BULNHEAII ENTERS MH TOS FROM THE NORTH REMORTAR EXTRANEOUS LINE BULKHEAD 1 FOOTING DRAIN TILE BETWEEN MH 16 AND MH 17 DISCONNECT NICROFILK.0 GY DORM MICR6LAB CFDAR RN`IDS • DCS MINTS $113 $30 3.76 $56 $2,000 .02 AMERICAN CONSULTING SERYICES.INC CLIENT UEENSTRA AND NIMH APFCNIiI% A ENGINEERS AND PLANNERS IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS REPORT ACS -RPT -01 RUN DAIE 022/21/78 PROJECT CORRIDOR AND REHADILIIATION RECOMMENDATIONS PAGE -NO. 14 JOB NO IA -77-179-2 DISTRICT 11 PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO REHAB. COST EFFECRATIOTIVE NUMBER _ (GPM) (GPM) REHABILITATION RECOMMENDATIONS TCONVEY/U MISCELLANEOUS -----------------------------------'_------------- EXTRANEOUS LINE RUNNING AT BULNHEAII ENTERS MH TOS FROM THE NORTH REMORTAR EXTRANEOUS LINE BULKHEAD 1 FOOTING DRAIN TILE BETWEEN MH 16 AND MH 17 DISCONNECT NICROFILK.0 GY DORM MICR6LAB CFDAR RN`IDS • DCS MINTS $113 $30 3.76 $56 $2,000 .02 141L,t D ILMLU BY JORM MICROLAB • CLDAk kAPM AND JLC ;w;:r .Jn„ 141CROI IL1419 RY JORM MICR+LAD CEM!` RAPIOC • nF5 MOVIES -• - - AMERICAN CONSULTING SERVICESrINC 'I APPENDIX A CLIENT VEENSTRA AND KIMM ENGINEERS AND PLANNERS REPORT ACS -RPT -01 IOWA CITY, IOWA INFILTRATION / INFLOW FINDINGS RUN DATE 02/21/78 AND PAGE -NO. 15 PROJECT CORRIDOR REHABILITATION RECOMMENDATIONS JOB NO IA -77-179-2 DISTRICT 12 COST TO COST TO COST EFFECTIVE PRIORITY INFILT. INFLOW INFILTRATION / INFLOW REHABILITATION RECOMMENDATIONS CONVEY/ TREAT (A) REHAB. (B) RATIO(A/B) NUMBER (GPM) (GPM) REPLACE/REPAIR MANHOLE LII,/FRAME/RING------------- $453 4100 4.53 8 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 0031-12 MH 114 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET •679 s200 3.39 12 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF 0034-12 2 MANHOLES - 6 GPM EACH i 112 113 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET $226 $100 2.26 4 MANHOLE LID/FRAME SUBJECT TO SURFACE RUNOFF i 0051-12 2 MANHOLES - 2 GPM EACH 111 115 I REPLACE WITH CONCEALED PICKHOLE LID WITH 0 -RING GASKET $169 $100 1.69 3 MANHOLE LIU/FRAME SUBJECT TO SURFACE RUNOFF 0058-12 MH IIIA REPLACE WITH CONCEALED PICKHOLE LIU WITH 0 -RING GASKET $3,399 $2,400 1.41 60 LEAKING UNSER MANHOLE SPACER RING 0059-12 12 MANHOLES '3 5 GPM EACH 52 53 54 58A 84 91 10 15 33 34 35 51 REPAIR SPACER RINGS $10,197 $9,000 1.13 180 MANHOLE/FRAMGPMUBJECT TO SURFACE RUNOFF 0063-12 122A1223 124 1 2 3 9 5 6 7 8 9 IO I1^ 15 16 17 18 19 20 1 35 ?32 24A 24D 35A 36 37 Iq 33 34 14C 25 26 27 20 29 30 31 46 47 48 49 50 51 52 38 39 40 41 42 43 44 45 SO SRA 59 59A 60 60A 6L 62 62A 53 54 55 56 56A 141CROI IL1419 RY JORM MICR+LAD CEM!` RAPIOC • nF5 MOVIES 1 11 1,1ILRUFILMLU BY JORM MICROLAB • LLUAM 'KAFIuS AND UL!, MICIMFILMED BY JORM MICR+LAB (rDAP RAPVIs . Ars NoiNes 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 AMERICAN CONSULTING SERVICES,INC � CLIENT VEENSTRA AND KIMM APPENDIX A ENGINEERS AND PLANNERS REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET ACS -RPT -01 IOWA CITY. IOWAREPORT INFILTRATION / INFLOW FINDINGS RUN DATE 02/21/78 PROJECT CORRIDOR AND REHABILITATION RECOMMENDATIONS PAGE -NO. 16 JOB NO IR -77-179-2 $3,512 $3,100 DISTRICT 12 31 MANHOLES - 2 GPM EACH PRIORITY INFILT. INFLOW INFILTRATION / INFLOW FINDINGS COST TO COST TO FE COST EFFECTIVE NUMBER (GPM) (GPM) REHABILITATION RECOMMENDATIONS TREATE(A) (0) RATIO(A/B) MICIMFILMED BY JORM MICR+LAB (rDAP RAPVIs . Ars NoiNes 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET REPLACE/REPAIR MANHOLE LID/FRAME/RING -------------------------------------------------- 62 MANHOLE LII,/FRAME SUBJECT TO SURFACE RUNOFF $3,512 $3,100 1.13 0069-12 31 MANHOLES - 2 GPM EACH 81 82 83 84 84A BS 06 87 88 89 90 91 92 93 94 95 96 97 98 100 101 102 103 104 105 106 107 108 109 110 116 REPLACE WITH CONCEALED PICKHOLE LID WITH O-RING GASKET DISCONNECT/REROUTE STORM SEWER CONNECTION -------------------------------------------------- $5,665 $5,000 1.13 0067-12 100 CATCH BASIN 222 DOUGLAS DISCONNECT AND REROUTE MISCELLANEOUS -------------------------------------------------- $56 $30 1.86 0053-12 1 ABANDONED SERVICE MH 116 BULKHEAD ABANDONED SERVICE AT MANHOLE $1,057,545 $362,518 TOTAL 5.0 10,652.5 MICIMFILMED BY JORM MICR+LAB (rDAP RAPVIs . Ars NoiNes MiLkUFiLMED BY JORM MICROLAB • CEUAR RAPIDS AND JE; .Iui:,L,, •JV111 141CROFILMED BY .1 DORM MICR�LAB fFDAR RPM, • DFS MOIHF$ TABLE 4 IOWA CITY, IOWA RIVER CORRIDOR SEWER BASE DESIGN FLOWS PEAK DRY WEATHER Unit Average Ratio -Peak Base Reach Description Land Flow Das is Units Flow Flow to Average Flow (mgd) No. of Reach Lis (9Pd) (mgd) East Corridor Sewer 1 24 2.87 3.56 1 North of 1-80 R -F Population 12,400 520 100 ---- 5--- 2.60 0.14 Cl Acres 0.07 2.0 HLW --- --- PEAK DRY §LEATHER FLOW -, REACH 1 6.30 �2.68 R -F Population 20,000 100 2.0 From Upper Reaches 5.36 2.60 2 To Taft Speedway and CI From Upper Reaches 0.14 N. Dubuque HLW PEAK DRY WEATHER FLOW - REACH 2 8.10 Road.and R -F Population 20,000 500 100 2.0 84 0.042 3 To.Kimball R E Population Sub -total 2.042 2.65 5.41 N. Dubuque From Upper Reaches (CI & HLW) 2.74 PEAK DRY WEATHER FLO14 - REACH 3 8.10 4 To Water Treatment Plant R -F Population Population 20,000 2,850 100 2.0 84 0.24 2.60 5.82 R -E Sub -total 2.24 Reaches (CI & HLW) 2.74 From Upper UI -E Water Use'- --- ---- 0.01 UI -F 50% of UI -E _-- PEAK DRY WEATHER FLOW - REACH 4 8.59 141CROFILMED BY .1 DORM MICR�LAB fFDAR RPM, • DFS MOIHF$ MIui20FILMLD BY JORM MICROLAB • CEDAR RAPIDS AND JL IIuL'+�_, .v+•+ TABLE 4 (Continued) Reach Description Land Flow Unit Average Ratio -Peak Base No. of Reach Use Basis Units Flow Flow to Average Flow (gpd) (mgd) (m9d) 5 To Iowa Avenue R -F Population 20,000 100 2.0 R -E Population 3,100 84 0.26 Sub -total 2.26 2.59 5.85 From Upper Reaches (CI & HLW) 2.74 UI -E (9) Water Use --- --- --- ---- 0.84 UI -F (9) 25% of UI -E (9) --- --- --- 0.21 WTP Process Waste --- --- --- ---- 0.29 PEAK DRY WEATHER FLOW - REACH 5 9.93 6 To Water Pollution Control R -F Population 20,000 100 2.0 Plant R -E (9) Population 3,300 84 0.28 R -E (10) Population 2,650 70 0.19 Sub -total 2.47 2.54 6.27. From Upper Reaches (CI, HLW & WTP) 3.03 From Upper Reaches (UI -E (9) & UI -F (9) 1.05 UI -E (9) Water Use --- --- --= ---- 0.77 UI -E (10) Water Use ---- 0.93 UI -E (11) N Water Use --- -- --- ---- 0.02 U1 -F 25% of UI -E (9, 10 & 11) --- --- --- 0.43 UIR (11) hater Use --- --- --- ---- 4.24 VH Water Use --- -- --- ---- 0_63 PEAK DRY WEATHER FLOW — REACH 6 17.37 West Corridor Sewer 7 River Street to Crandic RR R -E (10) Population 2,650 70 0.19 3.49 0.66 UI -E (10) Water Use --- --- --- ---- 0.93 UI -F 251 of UI -E (10) --- --- --- ---- 0.23 VH I•later Use --- ------ ---- 0.63 PEAK DRY WEATHER FLOW - REACH 7 2.45 MICROFILMED BY ' JORM MICR+LAB CF AR RAPIDS • DIS MOINES 1116WU ILMLU BY JORM MICROLAB LEUAR RAPIDS ANO AS ;aui;1L;, I4ICROFILME0 BY ' JORM MICR+LAE Cr OAR RN'ITS • KS 14011115 TABLE 4 (Continued) Reach Description Land Flow Unit Average Ratio -Peak Base No. of Reach Use Basis Units Flow Flow to Average Flow (gPd) (mgd) (mgd) 8 Crandic RR to First MH UI -E (11) N Water Use --- --- --- ---- 0.02 South of Iowa Avenue UI -F (11) N 501 of UI -E (11) N -- --- --- -- 0.01 UIR (11) Water Use ------ ---- 4.24 PEAK DRY WEATHER FLOW - REACH 8 4.27 9 Iowa River Siphon Reach 7 --- --- --- --- ---- 2.45 Reach 8 - - --- --- --- ---- 4.27 PEAK DRY WEATHER FLOW - REACH 9 6.72 KEY TO ABBREVIATIONS IN LAND USE COLUMN R -F Future Residential Population in Undeveloped Areas. Cl Anticipated Commercial and Industrial Areas. HLW Highlander and Westinghouse Lagoons. R -E Existing Residential Including Growth Allowance. UI -E Existing University of Iowa Buildings. UI -F 25-50°S Growth Allowance. WTP plater Treatment Plant (9), (10), (11) Designation of Tributary Areas. UI -E (11) N Extreme North Portion of Area 11 Serving Westlawn. UIR (11) Relief for Existing University Development in Area 11 plus Hospital Addition plus 251 Growth Allowance. VH Veterans Hospital. I4ICROFILME0 BY ' JORM MICR+LAE Cr OAR RN'ITS • KS 14011115 fj!t,k0HU'IEU BY JORM MICROLAB CEDAR RAPIDS AHD )L'� iILIi:+L .v+.• TABLE 5 IOWA CITY, IOWA RIVER CORRIDOR SEWER DESIGN FLOW SUMMARY WET WEATHER FLOWS WITH INFLOW REMOVED (All Flows in MGD) R ach Base Sewer Footing Residual Total Peak e No. - Location Flow Infiltration Drain Tile Infiltration/Inflow* Hourly Flow Column 1 Column 2 Column 3 Column 4 Column 5 1 North of I-80 6.30 --- --- 0.05** 6.35 2 To Taft Speedway and N. Dubuque 8.10 -- -- 0.11** 8.21 - 3 To Kimball Road and N. Dubuque 8.15 0.37 0.92 0.16 9.60 4 To Water Treatment Plant 8.59 0.39 1.08 0.19 10.25 5 To Iowa Avenue 9.93 0.44 1.12 1.04 12.53 i' 6 To Water Pollution Control Plant I 17.40 0.93 2.94 3.01 24.28 7 River Street to Crandic RR 2.45 0.30 1.62 0.20 4.57 i 8 Crandic RR to First MH South of Iowa Avenue 4.27 0.01 -- 0.22 4.50 9 Iowa River Siphon 6.72 0.31 1.62 0.42 9.07 *Represents approximately 10% of all existing infiltration/inflow into these reaches of sewer system found during Sewer System Evaluation Survey. Inclusion of these flows assumes that removal and rehabilitation procedures will be 90% effective. **Includes a nominal allowance for future infiltration/inflow. K'.. -,... 14ICR01'1 LIED BY JORM MICR+LAB Cf DAR RAPIDS . DES MOVIES MICROFILMCO BY JORM MICR#LAB CEDAR RAPIDS NES MOINES h11CROIILMED BY JORM MICROLAB • CEDAR RAPIDS APID UES i•1UII,Ll. .y EXISTING WATER POLLUTION CONTROL PLANT T �+w I4ICROF ILMED BY JORM MICR¢LAB� CEDAR PAPIOS - OES MOINES M!i AUS 161LO BY JOR14 MICROLAB Definition LEUM kAPIUS AIIU JAS POLLUTION CONTROL SUPERINTENDENT Under general direction, to plan, organize and direct the operation and maintenance of the sewage treatment plant and sanitary and storm sewer system facilities; and to do related work as required. Examples of Duties _. Plans, directs and coordinates the operation and maintenance of the sewage treatment plant, sanitary sewer system, sewer lift stations, and storm sewer system; assigns regular _ and special duties to plant operating and maintenance personnel; instructs staff in proper { operating and maintenance methods; supervises and interprets a variety of routine and complex laboratory tests and analyses on raw sewage and water; supervises a preventative maintenance program for the treatment plant and related facilities; maintains inventory of supplies, tools and equipment; writes specifications for equipment replacement; prepares j annual budget estimates for division operations; makes changes in operational procedures — as required to insure maximum plant efficiency; plans for future improvements to system; evaluates the work of subordinate employees; prepares reports and summary of operational i and maintenance data; responds to emergency calls as necessary; attends various meetings and conferences, Employment Standards Education and Experience: Any combination equivalent to graduation from high school and five years 'of increasingly responsible experience in the maintenance and operation of a sewage treatment plant and related facilities including two years in a supervisory capacity. Knowledges and Abilities: Knowledge of the administration and operations of a municipal sewage treatment plant and sanitary sewer system; knowledge of the operation of pumps, motors and related equipment; knowledge of fundamentals of chemistry and bacteriology as used in sewage treatment plant operation; knowledge of the principles of training and supervision; ability to read and interpret gauges and recording devices reflecting plant operations; ability to supervise and perform standard and specialized tests of sewage; ability to supervise repairs and maintenance of plant equipment; ability to maintain records and prepare technical reports; ability to plan, train and supervise plant operating and sewer system maintenance personnel; ability to establish and maintain effective and cooperative working relationships. Licenses or Other Requirements: Possession of a Wastewater Treatment Plant Operator's Certificate Grade IV as issued by the State of Iowa. MICROMMED By JORM MICRbLAO MAR RAND4 !1rS 1•i01^IES MliLkoi-ILI4LU BY JURM ruckULAb I,LUAR kAHU� AND JL' ASSISTANT' NL1S7'EjydM SUp0UNrMENr Descriution Under direction, to supervise day -today operation of waste.,bter treat- ment plant and facilities; to assist in planning and directing the main- tenance and operation of sanitary and storm sewer systems; and to do re- lated work as required. TzeLcal Duties 1. Assists in supervision, onaration and maintenance of 8 MGD trickling filter plant and collection system. 2. Inspects plant equipment and operations; assists in planning shift operations to meet rec;;;red coriditions; 3. Assists in establishing laboratory program interprets laboratory and plant data and recto monitor plant efficiency; commends changes- in plant Operational procedures; prepares a variety of reports..- ,. 4. Establishes and maintains equipnent arca parts inventory; establishes specifications for equipment; requisitions supplies and equipment; keeps time records of division employees. 5. Assigns duties to other employees. 6. Assists in preparation of budget; acts for Superintendent in division heads absence. 7. Conducts tours of wastewater treatment plant. Job Specifications Education and Experience: Any combination equivalent to graduation from high school arra four years of increasingly responsible experience in main- tenance and operation of wastewater treatment plant. Knowledges and Abilities: Knowledqe of administration and operation of municipal wastewater treatment plant and of sanitary sewers system; know - of operation of pumps, motors and related equipment; knowledge of basic chemistry and bacteriology as related to wastewater .treatment plant oper- ations; ability to read and interpret guages and recording devices; abi- lity to supervise and perform standard and specialized tests of waste- water; ability to supervise repairs and maintenance of plant equipment; ability to maintain records and prepare technical reports; ability to plan, train and supervise plant operation personnel; ability to establish and maintain effective working relationships. Licenses or Other Requirements: possession of Wastewater Treatment plant Operator's Certificate Grade IV as issued by the State of Iowa or Grade III and steady progress toward completion of Grade IV., and possession of valid Chauffer's License as issued by the State of Iowa. muor]LMID By JORM MIC R<�L AB frMP PAPMn . nrS MDItICS R 14iLk0FICIILU By JORM 141CROLAB CLUAR RAPLUS An SLS 141CROMMED By DORM MICR+LAB CEDAR 1iMIDS • qF5 110114CS LAHORAMRY TSCMICIAM Description Under general direction, to plan, develop and implement a sampling and testing program for Wastewater Division; to perform all lab tests and analysis required; and to do related work as required. Typical Duties 1. Plans, cooedinates and assists in collection of samples. 2• Performs tests and analysis. 3. Fills out necessary forms and reports, i4• Maintains inventory of lab supplies and equipment; requests additional supplies and equipment as needed. 5. Washes lab glassware and other equipment; maintains lab; stores lab equipment in orderly manner, I � J i I I Job Specifications v Education and Experience: Any canbination equivalent to graduation frau high school and two years of college level chemistry courses. Knowledges and Abilities: Knowledge of tests and analysis performed in wastewter treatment plant lab; knowledge of equipment and instruments used in wastewater treatment lab; knowledge of chemistry and of sampling techniques. Licenses or Other Requirements: Possession of required Wastewater Treat- ment Plant Operator's Certificate and possession of valid driver's license as issued by the State of Iova. 141CROMMED By DORM MICR+LAB CEDAR 1iMIDS • qF5 110114CS MILiWI W4Eu BY JORM MICROLAB LE DAR RAP tui AMD u'u :Iu:GL-. SENIOR TREATMM PLAW OPERATOR - NBYSTEWATER Description Under direction, to supervise and participate in operation and mainte- nance of wastewater treatment plant and related facilities; and to do re- lated work as required. Typical Duties 1. Supervises and participates in day -today operation of wastewater treat- ment plant and in wastewater lift station maintenance. 2. Assists in scheduling work of operators. 3. Supervises and participates in maintenance and repair of plant equip- ment; cleans, adjusts and repacks valves and pumps. 4. Operates and monitors wastewater treatment plant equipment; adjusts controls on equipment and machinery such as valves, pumps, motors, - chlorinators, filters, feeders, digesters and clarifiers; regulates pressures and flow rates; reads guages, dials and other instruments f 71 and records pertinent information. J 5. Inspects plant facilities to locate needed repairs to equipment; re- pairs plant electrical and plumbing equipment; assists in establishing and maintaining equipment and mrts'inventory,- assists in establishing I specifications for equipment; r=quisitions supplies and equipment. 6. Performs general plant maintenance duties such as sweeping, cleaning and sanding. i - 7. May collect wastewater samples and perform a variety of chemical and bacteriological tests; may prepare reports on plant operations. Job Specifications Education and Experience: Any combination equivalent to graduation from high school and three years experience as operator of wastewater treat- ment reatment plant. - Knowledges and Abilities: Knowledge of principles and processes of waste- water treatment; knowledge of operation and maintenance of plant equip - meet; knowledge of standard chemical and bacteriological tests; ability to perform repairs and adjustments to plant equipment; ability to read and interpret guages and other instruments; ability to maintain records and prepare reports; ability to train and supervise plant operators. Licenses or Other Requirerrents: Possession of required Treatment Plant Operator's Certificate as issued by the State of Iowa. MICROFILMED By JORM MICR+LAO crone MID', • ar Mmme', HILRUi IL;4i0 BY JOR14 141CRULAB CLOAR RAPIJ� AFIO JL'J TREATMENT PLANT OPERATOR I - WN9TE TFR Description Under general supervision, to operate a sewage treatment plant on an assigned shift; to perform minor and major treatment plant repair work; to maintain assigned treatment plant facilities; and to do related work as required. Typical Duties 1. Operates and monitors sewage treatment plant equipment; adjusts controls on treatment plant equipment and machinery, such as valves, pumps, motors, chlorinators, filters, chemical feeders, digesters, and clarifiers; regulates pressures and flow rates. i J 2. Reads and records information taken from gauges, dials and other instruments. 3. Inspects treatment plant equipment and facilities to locate needed repairs and maintenance; oils, greases, and otherwise services plant equipment; cleans, adjusts, and repacks valves and pumps. 4. Removes, installs and performs mechanical repairs to a variety ' of plant equipment, including pumps, blowers, compressor, motor sludge collectors, and chlorinators; makes repairs to plant electrical and plumbing equipment. 5. Performs general plant maintenance work, such as sweeping, cleaning, sanding and painting; performs general grounds maintenance work. 6. May collect various sewage samples and make standardized laboratory tests. " 7. Assists in training and supervising lower -level Plant operators Job Specifications Education and Experience: Any combination equivalent to graduation from high school, and one year of experience as an operator in a water treatment plant. Knowledges and Abilities: Must have a complete working knowledge of City sewage treatment plant operations; knowledge of the principles and processes of sewage treatment; ability to read and interpret gauges and recording devices; ability to make standardized bacteriological and chemical tests; ability to make repairs and adjustments to plant equipment, including motors and pumps; ability to do heavy manual work. Licenses or Other Requirements: Possession of required h]astewater Treatment Plant Operator's Certificate as issued by the State of Iowa. 141CROFILRCD BY DORM MICR6LAB CInnn varies • IF !annus Mii,kUi ILAIEO BY JORM I.IILROLAB I.EDAR RAPWS ANU uu Description Under direction, to perform more skilled duties in construction and mainte- nance of wastewater system facilities; to operate and maintain lift stations; to assist with maintenance of treatment plant; and to do related work as re- quired. Typical Duties 1. Operates on periodic basis, moderately complex equipment such as backhoe, loaders, hoists, pickups, light arr'. heavy trucks and other equipment used in wastewater maintenance work. 2. Assists in setting samplers to monitor industries, plant performance or other requ rdd areas. i I 1' 3. Reads meters; records arra obtains information. J Monitors adjusts 4. and re , 7 pairs treatment plant and lift station equipment including but not limited to valves, pumps, motors, controls, chlorina- tors, filters, chemical feeders, digesters and related equipment such as compressors, clarifiers, trickling filter distributors, electrical equip- - ment and controls. i 5. Inspects treatment plant and lift station equipment and facilities to de- termine necessary repairs; oils, greases and services plant arca lift sta- tion equipmnt; cleans, adjusts and repacks valves and pumps. j 6. Assists in maintaining grounds. 7. May perform sewer maintenance and operation duties., B. Performs on call and emergency duty as necessary. Job Specifications Education and Experience: Any combination equivalent to graduation from high school and one year maintenance of complex equipment related to wastewater J treatment plant and lift station. Knowledges and Abilities: T+brking knowledge of moderately complex equipment; ability to read and interpret guages, dials and other instruments; ability to perform repairs and adjustments to plant and lift station equipnwtht; ability to perform heavy manual work. Licenses or Other Requirements: Possession of valid Chauffer's License and possession of required Wastewater Treatment Plant Operator's Certificate as issued by the State of Iowa. IdILRmf ILIED BY JORM MIC R+L A B CrMP PAPIDS • DFS MOVIFS 1.iLI(W ILMLU BY JORM MICROLAB LLOAk RAPIU� AND uL, •4 :'L MNIMENA,NCE WORKER II - W4ST1;1kM- TRENT. PL. Description Under supervision, to assist a journeyman Treatment Plant Operator in the operation of a wastewater treatment plant on an assigned shift; to assist in general maintenance and repair of treatment plant facilities; and to do related work as required. Typical Duties 1. operates arca checks wastewater treatment plant; reads guages, dials and other instruments and records r--rtinefit data; performs required adjust -t ments as necessary to insure efficient and effective operati-m of plant equipment; regulates pressures and flow of wastewater. 2. Services and maintains various equipment including pumps, valves, motors, filters, feeders and related plant equipment. 3. Cleans, paints and washes pumps, motors, valves, feeders and filters; cleans and sweeps plant facilities and performs general grounds mainte- nance work; assists in wastewater lift station maintenance. 4. Collects wastewater samples and assists with lab tests. 5. Assists in difficult and complex preventive maintenance. 6. Receives increasing instruction and experience in operation of wastewater treatment plant. 7. Acts as Wastewater Treatment Plant operator I in his/her absence. B. May perform semi. -skilled duties in construction, installation and main- tenance of wastewater utility mains and services; performs on call and emergency duty as necessary. Job ,Specifications Education and Experience: Any combination equivalent to graduation from high school and minimum experience in operation aryl maintenance of mechariical equipment. Knowledges and Abilities: Knowledge of operation and maintenance of electri- cal and'internal combustion motors, pumps, and other stationary types of equipment; ability to learn operation of wastewater treatment plants; ability to efficiently use tools; ability to read and interpret guages and meters; ability to obtain and operate lab tests; ability to maintain records. Licenses or other Requirements: Satisfactory continuous progress towards re- quired 'dastewater.Treatment Plant Operator's Certificate and Possession of valid Chauffar's License as issued 6v the State of Iowa. S'- •C; 141CROf MED DY i JORM MICRO LAS MAP PA111nC .UES IWMCS 0 MiiUtUF iLME0 BY JORM MICROLAB CLOAR MPIU'i AMU ULS �,�::�, . . �",• — SENIOR MAIMINANCE WORKER - Wk9I N7ATFR _ Description Under direction, to supervise arra participate in the maintenance and re- pair of sanitary and storm sewers; arca to do related work as required. Typical Duties 1. Supervises and participates in the work of small crew in inspecting, cleaning, maintaining and repairing sewer arcl storm drains. —, 2. Operates trucks and power rodding equipment; operates all power ani hard tools required to perform duties such as air hammers, pumps, com- pressors, bucket and jet machines. 3. Leads and participates in removal or repair of defective piping, instal- lation of new piping, digging and rodding of root rwnoval ano flushing E of existing sewer and drain lines. i 4. Builds, replaces or repairs manholes. - 5. Performs a variety of maintenance and construction work such as form- ing, pouring and finishing concrete; repairing pavement and clearing debris from work sites. E 6. Performs emergency repairs to westeo!ater system facilities. 7. Performs and reports maintenance or repairs needed on equipment used. I� Job Specifications Education and Experience: Any combination equivalent to graduation from high school and four years of wastewater maintenance and construction ex- perience. Knowledges and Abilities: Knowledge of tools, equipment, materials and methods related to wastewater construction and maintenance; ability to read plans and drawings; ability to train and supervise others in waste- water maintenance methods. Licenses or other Requirements: Possession of required wastewater Treat- ment operator Is License and possession of valid ChaufferIs License as is- sued by the State of Iowa. 141CRmnlu4ED RY JORM MICR¢LAB CHAR RANV • PCS 1101WS MILRUFILMLU BY JORM 141CROLAB LLDAR RAP IUS AFIU ur_S I•i L'� , MkTRITIMCE AORKER III - SEWER MAINITNANCE Description — under direction, to perform more skilled duites in construction and mainte. nance of wastewater system facilities; and to do related work as required. Typical Duties 1. operates periodicly, moderately codex equipment such as backhoe, load- ers, heavy trucks and other equipment;operates bucket machines, rodding and hydraulic sewer jet machines in cleaning or clearing wastewater lines; - cleans catch basins. Z performs pipe laying, cutting, cementing and other tasks of wastewater maintenance. — 3. Builds, replaces or repairs manholes; performs emergency repairs to wastewater system lines. s 4. Answers more difficult customer service cacmlaints. II — 5. Frequently acts as leader of small crew. station operation and m 6. Performs treatment plant and liftaintenance duties as necessary. 7. Performs on call and emergency duty as necessary. Job specifications Education and Experience: Any combination equivalent to graduation from high school and one Year experience in wastewater collection system -or related field Knowledges and Abilities: Knowledge of materials, tools, equipment and mw- tbods used in wastewater system mhintenance and installation; knowledge of meters, valves and taps; knourierlge of preparation of trenches to grade; abi- lity to operate pneumatic tools and power equipment; ability to operate spe- cialized.public works equipment; ability to memorize wastewater system and to locate lines; ability to follow oral and written instructions; manual dexteri- ty and good physical condition for heavy outside work. Licenses or other Requirements: Possession of valid Chauffer's License as is- ssued by the State of Iowa. IIICROFIL14CO BY DORM MICR+LAB CFI711R PAP19S • N[S MOINCS H1iLk0i ILMLL) BY JORM MICROLAB LLDAR RAPIDS AND UL" :'u::lL_. MAINTENANCE WORKER II — 14ASTEWATER Description Under general supervision, to perform a variety of semi -skilled work in con- struction, installation and maintenance of wastewater utility mains and ser- vices; and to related work as required. Typical Duties 1. Excavates, grades and shores up trenches for installation of wastewater lines and laterals; fits pipe sections together and places seals. 2. Flushes, balls or rods wastewater lines and laterals using hand and mo- torized equipment. 3. May operate backhoe or other moderately complex equipment. 4. Builds, raises or replaces manholes. 5. Drives dump truck. 6. May perform assistant treatment plant operator's duties in operation of treatment plant as necessary; may assist in general maintenance and repair of treatment plant facilities as needed. 1. Performs emergency and on call duty as necessary. Job Specifications Education and Experience: Any combination equivalent to completion of tenth grade and one year experience in wastewater collection system or related field. Knowledges and Abilities; Knowledge -of materials, tools, equipment and methods used in wastewater system maintenance and repair; knowledge of meters, valves and taps; knowledge of preparation of trenches to grade; ability to operate pneumatic and power equipment; ability to memorize wastewater system and to locate specific lines; ability to follow oral and written instructions; ma- nual dexterity and good physical condition for heavy outside work. Licenses or Other Requirements: Possession of valid chauffer's license as is- sued by the State of Iowa. 141CROFILMCB BY -.. JORM MICR+LAB frnnR rAP19, • ort ;amnrS Nl U<UIILMLU by JORM MICROLAB CLUA4 kAPlu5 ANO of� iU-1L.,, OCCUPATION DESCRIPTION Title: SUPERINTENDENT, WATER POLLUTION CONTROL DIVISION JOB DESCRIPTION Responsible for administration, operation, and maintenance of entire plant, sewers and lift stations. Exercises direct authority over all functions and personnel, in accordance with approved policies and procedures. Inspects facilities regularly. Analyzes and evaluates operation and maintenance functions; initiates or recommends new or improved practices. Develops plans and procedures to insure efficient plant operation. Recommends improvements and additions. Coordinates data and prepares or reviews and approves operation reports and budget requests. Controls _ expenditure of budgeted funds and requests approval for major expenditures, if required. Recommends specifications for major equipment and material purchases. Organizes and directs activities of division personnel, including training programs. Maintains effective communications and working relationships with employees, government officials, and general public. i ori 6 QUALIFICATIONS PROFILE I 1. Formal Education College degree in sanitary, civil, chemical, or mechanical engineering desirable. Minimum high school graduate or equivalent, plus 5 to 7 years practical experience in treatment plant operations, depending ? upon size and complexity of plant. 2. General Requirements a. Knowledge of processes and equipment involved in wastewater treatment, including basic chemical, bacteriological, and biological processes. b. Understanding of managerial, administrative, and accounting practices and procedures involved in successful plant operation. c. Knowledge of industrial wastes and their effects on treatment processes and equipment. d. Ability to prepare or supervise preparation of clear, concise reports and budget recommendations. e. Ability to plan, direct, and evaluate operation and maintenance functions. f. Ability to establish and maintain effective communication and working relationships. 3. General Educational Development a. Reasoning (1) Apply principles of logic to define problems, collect and analyze data, and draw valid conclusions. Deal with a variety of concrete and abstract variables. (2) Interpret a wide variety of technical instructions, in book, manual, and mathematical or diagrammatic form. I41CROFILM0 By JORM MICR6LA13 ff D4Fl P.ti'I �c qr5 MOPIFS i 14ILRUFILMED BY JORM MICROLAB Title: SUPERINTENDENT (Cont'd) LEUAR RAVIUS AND JL b. Mathematical Perform ordinary arithmetical, algebraic, and geometric procedures in standard, practical applications. c. Language (1) Write and edit reports. (2) Evaluate and interpret engineering and other technical data. (3) Interview applicants and employees. (4) Establish and maintain communications with employees,.government officials, and the public. 4. Specific Vocational Preparation a. Completion of operator training courses or equivalent training and experience necessary for state certification. b. Five to 7 years experience in wastewater treatment plant operation. Minimum of one year supervisory experience. c. State operator certification grade IV. 5. Aptitudes -Relative to General Working Population a. Intelligence ) Highest third excluding b. Verbal ) top 10 per cent c. Numerical I d. Form Perception ) e. Spatial ) f. Clerical Perception ) g, Motor Coordination ) Middle third h. Finger Dexterity ) i. Manual Dexterity ) j. Eye -Hand -Foot Coordination ) k. Color Discrimination ) 6. Interests Prefer working with people in situations involving organization and supervision of varied activities. 7. Temperament Prefer situations involving the direction, control, and planning of an entire activity or the activity of others. S. Physical Demands Sedentary work, except for regular inspection trips. 9. Working Conditions Largely inside. Occasional exposure to weather, fumes, odors, dust, and risk of bodily injury. Possible exposure to toxic conditions. ENTRY SOURCES: Assistant Superintendent, Shift Foreman, or Chief Chemist; depending on individual qualifications. PROGRESSION TO: Similar position in larger or more complex plant. 111CRorILMED BY JORM MICR+LAB rrDAR RAND • nrs rMOINIs ttiutUi ILMLO BY JORM MICROLAB LLUAR RAP i0S AWU L)L' OCCUPATION DESCRIPTION Title: ASSISTANT SUPERINTENDENT, WATER POLLUTION CONTROL DIVISION JOB DESCRIPTION Assists in administrative and supervisory duties, under general direction of superintendent. Serves as superintendent in his absence. Aids in analyzing and evaluating operating and maintenance procedures, and in developing new or improved practices. Participates in maintenance of operating records, compilation of data, and report preparation. Assists in employee training. Inspects facilities. Assists in planning special maintenance work and minor r- alterations. s QUALIFICATIONS PROFILE 1. Formal Education College degree in sanitary, civil, chemical, or mechanical engineering desirable. Minimum high school graduate or equivalent, plus 3 to 5 years practical experience in wastewater treatment plant operations, depending upon size and complexity of plant. 2. General Requirements a. Knowledge of processes and equipment involved in wastewater treatment. Knowledge of sewer and lift station maintenance and operation. b. Ability to plan, direct, and evaluate operation and maintenance functions. c. Ability to prepare reports and budget recommendations. d. Ability to establish and maintain effective communication and working relationships. 3. General Educational Development a. Reasoning (1) Apply principles of logic to define problems, collect and analyze data, and draw valid conclusions. (2) Interpret a variety of technical instructions in bock, manual, mathematical or diagrammatic form. b. Mathematical Perform ordinary arithmetical, algebraic, and geometric procedures in standard; practical applications. C. Language (1) Write or assist in preparation of operation reports. (2) Evaluate and interpret engineering and other technical data. (3) Interview applicants and employees. _. (4) Establish and maintain communications with employees and the public. MICROFILMED RY DORM MICR6LAB il'DnR Pltrl DS Df5 Ft01AC5 r•1ir,,<u1 iLMiD BY JORM MICROLAB Title: ASSISTANT SUPERINTENDENT (Cont'd) LLDAR RAPIDS AND Du ivaiL 4. Specific Vocational Preparation a. Completion of operator training courses or equivalent training and experience as required for state certification. b. Three to 5 years experience in wastewater treatment plant operation, depending upon size and complexity of plant and educational background. c. State operator certification grade IV. 5. Aptitudes -Relative to General Working Population a. Intelligence ) Highest third excluding b. Verbal ) top 10 per cent c. Numerical ) d. Spatial ) e. Form Perception ) f. Clerical Perception ) g. Motor Coordination ) Middle third h. Finger Dexterity ) i. Manual Dexterity ) j. Eye -Hand -Foot Coordination ) k. Color Discrimination ) 6. Interests Prefer working with people in situations involving organization and supervision of varied activities. 7. Temperament Prefer situations involving the direction, control, and planning of an entire activity or the activity of others. B. Physical Demands Light or sedentary work. Involves facilities inspections and occasional medium work in emergency situations. 9. Working Conditions Indoor and outdoor. Exposure to weather, fumes, odors, dust and risk of bodily injury. Possible exposure to toxic conditions. ENTRY SOURCES: Shift Foreman, Chief Chemist, or Superintendent of considerably smaller plant. PROGRESSION TO: Superintendent 141CRoriLMED BY JORM MICRI�LAB frDAR RAv1P't • PCS Nimrs. r4;�RUi iL iA) by JORM MICRULAb LLUAR RAYIuS ANO Uu %��• � OCCUPATION DESCRIPTION Title: CLERK TYPIST, WATER POLLUTION CONTROL PLANT JOB DESCRIPTION Performs any combination of following tasks and/or other clerical duties: Operates typewriter and other standard office machines and equipment; including _ adding machine, calculator, and duplicating machine. Serves as secretary to superintendent. Acts as receptionist. Responsible for personal work determination in accordance with established precedent or policy. Sets up simple office foutines and filing systems. Minor supervisory responsibilities. Composes routine correspondence. Answers telephone and handles routine inquiries from public. Typing includes tables, reports, requisitions, forms, and other material from copy, draft, or dictating machines; frequently involving judgment regarding format or information to be included. Clerical duties include maintaining financial records not requiring technical bookkeeping skills. Duties ordinarily i include posting, filing, sorting, and other routine clerical functions. ,. QUALIFICATIONS PROFILE s — 1:. Formal Education High school graduate or equivalent, including or supplemented by — courses in typing and other commercial subjects. 2. General Requirements a. Considerable knowledge of modern office methods and procedure. b. Knowledge of business English, spelling and arithmetic. C. Ability to operate standard office equipment and type minimum of — 40 words per minute. d. Ability to maintain records and prepare reports. e. Ability to deal effectively with public by telephone and in person. f. Ability to exercise independent judgment. 3. General Educational Development a. Reasoning Apply common sense understanding to carry out general instructions. b. Mathematical Make arithmetical calculations involving percentages and decimals. c. Language Ability to transcribe dictation, make appointments and handle routine correspondence. 4. Specific Vocational Preparation a. Commercial courses in high school or business school. b. Minimum one year progressively responsible general office experience, including typing and operation of office equipment. ;4MROFILMCD BY JORM MICRQLA9 fi'.pNt hN'I�S P(S I40f 9C5 1 fjit,kUl`ILMLO BY JORM MICROLAB CLUAk kAPIUS AMU i)LS Title: CLERK TYPIST (Cont'd) 5. Aptitudes - Relative to General Working Population a. Intelligence ) b. Verbal ) c. Numerical ) Middle third d. Spatial ) e. Form Perception ) f. Clerical Perception ) g. Motor Coordination ) Upper third excluding h. Finger Dexterity ) top 10 per cent i. Manual Dexterity ) j. Eye -Hand -Foot Coordination ) k. Color Discrimination ) Middle third 6. Interests Prefer activities of a concrete, organized nature involving business contact with people. 7. Temperament Worker must adjust to situations involving a variety of duties characterized by frequent change. 8. Physical Demands Sedentary work. 9. Working Conditions Inside work. No adverse conditions except possible exposure to odors. ENTRY SOURCES: Employment agencies, general public. PROGRESSION TO: Progress in grade only. 111CRDnu4[D By 1 JORM MICR+LAB CFD0 RAPIDS • DFS NOIYFS MiLAW ILM• U BY JURM MICROLAb CEOAH RPM AW OCCUPATION DESCRIPTION Title: SHIFT FOREMAN, WATER POLLUTION CONTROL PLANT JOB DESCRIPTION Supervises operation of plant, under general direction of superiors. Supervises, instructs, and assigns. specific duties to shift workers. Reviews and evaluates _ work performance. Participates in training programs. Inspects plant equipment and processes regularly. Analyzes instrument readings and laboratory test —. results. Determines site and causes of any malfunctions. Orders, supervises, or participates in required adjustments or repairs. Maintains and evaluates operating records. Replaces operator or maintenance worker during emergency fj situations. Communicates with other shift foremen regarding plant conditions. i i QUALIFICATIONS PROFILE i 1. Formal Education �! High school graduate or equivalent training and experience. Chemistry, science, and mechanical subjects highly desirable. �- 2. General Requirements a. Knowledge of processes and equipment involved in wastewater treatment b. Ability to direct and evaluate operation of plant. c. Ability to supervise and train shift workers. d. Ability to react promptly and efficiently to emergencies. — e. Ability to maintain and evaluate records. f. Ability to perform operation and maintenance duties if required. 3. General Educational Development a. Reasoning (1) Apply knowledge of wastewater treatment to solve practical problems. (2) Interpret a variety of written and oral instructions. — b. Mathematical Perform ordinary arithmetical, algebraic, and geometric procedures in standard, practical applications. c. Language (1) Establish and maintain communications with superiors and employees, including training and operating instructions. (2) Prepare or assist in preparation of various operating reports, —' as required. (3) Interpret technical manuals, drawings, specifications, blueprints, and layouts. 4. Specific Vocational Preparation a. Completion of operator training courses or equivalent training and experience needed for state certification. td ICROFILMLO BY JORM MICRmLAB C[ON! PAPIT • PrC MOINES i I'l1UtU! iLMLU by JORM NICROLAb Title: SHIFT FOREMAN (Cont'd) • LEDA,f RAV 1 U5 AID OLS b. State operator certification, grade III. c. One to 3 years experience in wastewater treatment plant operation depending upon size and complexity of plant and worker's experience and training. 5. Aptitudes - Relative to General a. Intelligence b. Verbal c. Numerical d. Spatial e. Form Perception f. Clerical Perception g. Motor Coordination h. Finger Dexterity i. Manual Dexterity j. Eye -Hand -Foot Coordination k. Color Discrimination Working Population Middle third 6. Interest Prefer activities involving supervision of varied activities of a routine, concrete, organized nature. 7. Temperaments Worker must adjust to situations involving the direction and planning of activities of others. 8. Physical Demands Light work. May occasionally.be required to engage in medium work involving climbing, balancing, reaching and handling. 9. Working Conditions Both inside and outside. Exposed to weather, fumes, odors, dust, and risk of bodily injury. May be exposed to toxic conditions. ENTRY SOURCES: Operator II with sufficient experience. Other smaller plants. PROGRESSION TO: Assistant Superintendent. I41CR0CILMC0 BY ' JORM MICR6LA9 CPDAR fiAt 105 DCS h101!I1S !tiwiUi!LMLu BY JORM MICROLAB OCCUPATION DESCRIPTION Title: OPERATOR II, WATER POLLUTION CONTROL PLANT JOB DESCRIPTION Performs any combination of following tasks pertinent to controlling operation of plant: Operates treatment facilities to control flow and processing of wastewater, sludge, and effluent. Monitors gages, meters, and control panels. - Observes variations in operating conditions and interprets meter and gage readings and test results to determine processing requirements. Operates valves and gates either manually or by remote control; starts and stops pumps, engines and generators to control and adjust flow and treatment processes. Maintains shift log and records meter and gage readings. Extracts samples and performs - routine laboratory tests and analyses. Performs routine maintenance functions and custodial duties. Operates and maintains power generating equipment. Classified by titles such as Pumping Station Operator or Filter Press Operator when performing specialized activities only. Makes operating decisions in _ absence of supervisory personnel. I I r QUALIFICATIONS PROFILE I 1. Formal Education High school graduate or equivalent training and experience. 2. General Requirements I a. Knowledge of processes and equipment involved in wastewater treatment. b. Ability to maintain and evaluate records. c. Ability to perform all required duties. d. Ability to maintain working relationship with other shift workers. e. Have chauffeurs license. 3. General Educational Development a. Reasoning (1) Apply knowledge of wastewater treatment to solve practical problems. (2) Interpret a variety of written and oral instructions. h b. Mathematical Perform ordinary arithmetical and algebraic procedures in standard, practical applications. c. Language (1) Establish and maintain communications with superiors and co-workers. (2) Ability to comprehend oral and written instructions, record information, and request supplies and work materials orally or in writing. 141CROFILMED BY JORM MICR+LAR CCOAO IIAPIPC • 11F5 MOIHFS I I•Ii6kOh ILilLO BY JORM MICROLAB Title: OPERATOR II (Cont'd) LLOAk RAPWu Atw UL, '9ui;,L. 4. Specific Vocational Preparation a. Completion of operator training course or equivalent training and experience necessary for state certification. b. State operator certification, grade II. c. Three to 12 months experience in wastewater treatment plant, depending upon formal training and prior experience. 5. Aptitudes - Relative to General Working Population a. Intelligence ) b. Verbal ) c. Numerical ) d. Spatial ) e. Form Perception ) f. Clerical Perception ) Middle third g. Motor Coordination ) h. Finger Dexterity ) i. Manual Dexterity ) j. Eye -Hand -Foot Coordination ) k. Color Discrimination ) 6. Interests Prefer activities of a routine, concrete, organized nature; dealing with things and objects. 7. Temperament Worker must adjust to situations involving a variety of duties, including evaluation of information against measurable criteria and precise attainment of set limits or standards. 8. Physical Demands Medium work; involving climbing, balancing, stooping, kneeling, crouching, reaching, handling, fingering, talking, hearing, visual acuity, depth perception, and color vision. 9. Working Conditions Both inside and outside. Exposed to weather, fumes, odors, and dust. May be exposed to toxic conditions. Definite risk of bodily injury. ENTRY SOURCES: Operator I. PROGRESSION TO: Shift Foreman. 141CRBFILI4L0 BY JORM MICR+LA9 (rPM RAPIDS • Uf 901Nf5 i i I`I Jn ! L� L} i / i ! J I I•Ii6kOh ILilLO BY JORM MICROLAB Title: OPERATOR II (Cont'd) LLOAk RAPWu Atw UL, '9ui;,L. 4. Specific Vocational Preparation a. Completion of operator training course or equivalent training and experience necessary for state certification. b. State operator certification, grade II. c. Three to 12 months experience in wastewater treatment plant, depending upon formal training and prior experience. 5. Aptitudes - Relative to General Working Population a. Intelligence ) b. Verbal ) c. Numerical ) d. Spatial ) e. Form Perception ) f. Clerical Perception ) Middle third g. Motor Coordination ) h. Finger Dexterity ) i. Manual Dexterity ) j. Eye -Hand -Foot Coordination ) k. Color Discrimination ) 6. Interests Prefer activities of a routine, concrete, organized nature; dealing with things and objects. 7. Temperament Worker must adjust to situations involving a variety of duties, including evaluation of information against measurable criteria and precise attainment of set limits or standards. 8. Physical Demands Medium work; involving climbing, balancing, stooping, kneeling, crouching, reaching, handling, fingering, talking, hearing, visual acuity, depth perception, and color vision. 9. Working Conditions Both inside and outside. Exposed to weather, fumes, odors, and dust. May be exposed to toxic conditions. Definite risk of bodily injury. ENTRY SOURCES: Operator I. PROGRESSION TO: Shift Foreman. 141CRBFILI4L0 BY JORM MICR+LA9 (rPM RAPIDS • Uf 901Nf5 h1il,kJriLALU by JORM MICROLAb LEUArt RAPlu� AW UC OCCUPATION DESCRIPTION Title: OPERATOR I, WATER POLLUTION CONTROL PLANT JOB DESCRIPTION Assists Operator II in performance of any combination of following tasks pertinent to controlling operation of plant or performs various tasks as directed: Operates treatment facilities to control flow and processing of wastewater, sludge, and effluent. Monitors gages, meters, and control panels. Observes variations in operating conditions and interprets meter and gage readings and test results to determine processing requirements. Operates valves and gates either manually or by remote control; starts and stops pumps, engines, and generators to control and adjust flow and treatment processes. Maintains shift log and records meter and gage readings. Extracts samples and performs routine laboratory tests and analyses. Performs routine maintenance functions and custodial duties. Operates and maintains power generating equipment. Classified by title such as Pumping Station Operator I or Filter Press Operator I when performing specialized activities only. QUALIFICATIONS PROFILE 1. Formal Education High school graduate or equivalent training and experience. 2. General Requirements a. Ability to learn operation of plant processes and equipment. b. Ability to maintain and evaluate simple records. C. Ability to maintain working relationship with other shift workers. d. Have chauffeurs license. 3. General Educational Development a. Reasoning Apply common sense understanding to carry out written, oral, or diagrammatic instructions. Deal with problems involving concrete variables in or from standardized situations. b. Mathematical Perform ordinary arithmetical calculations. c. Language Ability to comprehend oral and written instructions, record information, and request supplies and work materials orally or in writing. 4. Specific Vocational Preparation On-the-job training from date of employment. Completion of an operator training course highly desirable. Previous experience as laborer or 141CROFILMED 6y JORM MICR(�LAO CPRAP PAPP'; • n6 WUNFS i M16(0FILMLU BY DORM 141CRULAB Title. OPERATOR I (Cont'd) CEDAR RAVIUS AND oL'> equipment operator in wastewater treatment plant also desirable. State certification grade I. 5. Aptitudes - Relative to General Working Population a. Intelligence ) b. Verbal ) c. Numerical ) d. Spatial ) Lowest third excluding e. Form Perception ) bottom 10 per cent f. Clerical Perception ) g. Motor Coordination ) h. Finger Dexterity ) i. Manual Dexterity ) Middle third j. Eye -Hand -Foot Coordination ) Lowest third excluding bottom 10 per cent k. Color Discrimination ) Middle third 6. Interests Preference for activities of a routine, concrete, organized nature; dealing with things and objects. 7. Temperament Worker must adjust to situations involving a variety of duties and evaluation of information against measurable criteria. 8. Physical Demands Medium work; involving climbing, balancing, stooping, kneeling, crouching, reaching, handling, fingering, talking, hearing, visual acuity, depth perception, and color vision. 9. Working Conditions Both inside and outside. Exposed to weather, fumes, odors, and dust. May be exposed to toxic conditions. Definite risk of bodily injury. ENTRY SOURCES: Graduates of operator training courses, treatment plant laborers, or general public. PROGRESSION TO: Operator II. NICROEILNED BY DORM MICR+LA6 Cf DAR RARI PS PES 14011115 NIUI(0rIG4Lu BY JURM MICROLAb ILDAI< kA?1jj ANL) w; IL OCCUPATION DESCRIPTION Title: MECHANICAL MAINTENANCE FOREMAN,' WATER POLLUTION CONTROL PLANT JOB DESCRIPTION Supervises mechanical maintenance crew in performance of a wide variety of maintenance and repair tasks on machinery, equipment, buildings, structures, and grounds. Duties include any combination of tasks such as following: Assigns tasks to maintenance crew. Directs and/or participates in maintenance and repair tasks as required. Supervises and instructs maintenance personnel on routine and emergency tasks. Consults superiors regarding preventive maintenance program. Establishes and operates preventive program. Inspects plant and mechanical equipment for malfunctions and needed repairs. Determines repair methods. Consults with superior and/or manufacturer's representative on difficult or complicated repairs. Keeps maintenance records. Works with contractors. QUALIFICATIONS PROFILE j 1. Formal Education High school or trade school education or equivalent training and experience. Shop courses highly desirable. 2. General Requirements a. Ability and knowledge necessary to supervise and participate in maintenance of mechanical and electromechanical equipment, buildings, structures, and grounds. b. Ability to initiate and operate preventive maintenance programs. c. Ability to keep records. 3. General Educational Development a. Reasoning Apply principles of rational systems to solve practical problems and deal with a variety of concrete variables in situations where only limited standardization exists. Interpret a variety of instructions furnished in written, oral, diagrammatic, or schedule form. b. Mathematical Perform ordinary arithmetical, algebraic, and geometric procedures in standard, practical applications. c. Language Ability to interpret technical manuals, drawings, and specifications, including layouts, blueprints, and schematics. 4. Specific vocational Preparation a. Two to 5 years experience in the maintenance and repair of mechanical equipment and structures, depending on size and complexity of plant. b. State certification grade III. + v tly i MICROf ILRCO BY JORM MICR+LAB CfOAR IWIO`. Pf5 I401R1 '5 I MILRUI ILALU By JORM MICROLAB • CEDAR RAVIU� AND ENTRY SOURCES: Maintenance Mechanic II PROGRESSION T0: Assistant Superintendent i Id ICROf ILM[D BY JORM MICR4�LAB Cf DAR OAPID�, • '115 MORIFS Title: MECHANICAL MAINTENANCE FOREMAN (Cont'd) 5. Aptitudes - Relative to General Working Population a. Intelligence ) b. verbal c. Numerical ) Middle third d. Spatial ) e. Form Perception ) f. Clerical Perception ) g. Motor Coordination ) h. Finger Dexterity ) Highest third excluding - J. Manual Dexterity ) top 10 per cent - j. Eye -Hand -Foot Coordination ) k. Color Discrimination ) Lowest third excluding bottom 10 per cent 6. Interests Preference for scientific and technical activities concerned with people and the communication of ideas. 4 7. Temperament Worker must adjust to a variety of duties involving the direction, u control, and planning of the activities of others. ^ i B. Physical Demands Light to medium work. Involves walking, standing, climbing, balancing, r stooping, kneeling, crouching, reaching, handling, and feeling. May occasionally require heavy lifting. ,-n ' --' 9. Working Conditions Both inside and outside. Exposed to weather, dampness, noise and r! vibration, fumes, odors, toxic conditions, dust, and risk of bodily injury. ENTRY SOURCES: Maintenance Mechanic II PROGRESSION T0: Assistant Superintendent i Id ICROf ILM[D BY JORM MICR4�LAB Cf DAR OAPID�, • '115 MORIFS NiCifW 1LML0 By JORM MICROLAb LLUAR RAVm ANU OCCUPATION DESCRIPTION Title: MAINTENANCE MECHANIC II, WATER POLLUTION CONTROL PLANT JOB DESCRIPTION ^ Performs preventive maintenance and repairs on mechanical and electromechanical machinery and equipment, under general direction of superior. Maintains buildings,�structures and grounds. Duties include any combination of tasks _ such as following: Lubricates equipment and checks for malfunctions. Replaces packing in pumps or valves. Replaces bearings in motors, pumps, and other equipment. Adjusts and cleans bar screens and weir plates. Cleans out ^ pipes and performs other plumbing and pipefitting tasks as required. Uses gas and/or arc welding equipment to heat, cut, braze, or weld. Performs duties of electrician and painter as qualified. Installs, and sets up new equipment. Assists in keeping maintenance records. Supervises, instructs, and inspects ^ work of Maintenance Helper, or Laborer to ensure proper performance of j maintenance work or repairs. Performs general maintenance and repair tasks i on buildings, structures, and grounds. i QUALIFICATIONS PROFILE 1. Formal Education High school or trade school graduate or equivalent training and experience. -- 2. General Requirements a. Thorough knowledge of wastewater treatment machinery and equipment, plus ability to perform necessary maintenance and repairs. b. Ability to handle variety of duties without close supervision. c. Have chauffers license. 3. General Educational Development a. Reasoning Apply common sense understanding to carry out instructions furnished in oral, written, or diagrammatic form. b. Mathematical Make arithmetical calculations involving fractions, decimals and percentages. c. Language Ability to interpret technical manuals, drawings and specifications, including layouts, blueprints and schematics. -- 4. Specific Vocational Preparation a. Vocational or technical school shop courses or equivalent in -plant or on-the-job training. b. Minimum 3 years experience in mechanical maintenance work. _ J c. State certification grade II. 111CROFILMED By JORM MICR+LAB f.f onP NAP1�5 �CS IdO1Hf5 .f ,u i in l I .. MILRW ILMEU by JORM MICROLAB Title: MAINTENANCE MECHANIC II (Cont'd) CEDAR RAPIDS ANU J'LS 1iv:: L- •:. 5. Aptitudes - Relative to General Working Population a. Intelligence ) b. Verbal ) c. Numerical ) Middle third d. Spatial ) e. Form Perception ) f. Clerical Perception ) Lowest third excluding bottom 10 per cent g. Motor Coordination ) h. Finger Dexterity j Highest third excluding i. Manual Dexterity ) top 10 per cent j. Eye -Hand -Foot Coordination ) Middle third k. Color Discrimination ) 6. interests Preference for scientific and technical activities dealing with things and objects. 7. Temperament Worker must adjust to a variety of duties, involving working alone and apart in physical isolation from others. 8. Physical Demands Medium work. Involves climbing, balancing, stooping, kneeling, crouching, reaching, handling, fingering, and feeling. Occasional heavy lifting possible in emergencies. 9. Working Conditions Both inside and outside. Exposed to weather, dampness, fumes, odors, dust, toxic conditions, and definite risk of bodily injury. ENTRY SOURCES: Trade School Graduate, General Public, Operator I. PROGRESSION TO: Maintenance Foreman. MICROFILIIEO BY DORM MICR+LAB fFMf! HAP105 PCS h101NF5 Mlluif Ur ILMEJ BY JURM 14ICkULAB LLUAR RAPID.) ANJ uL>i •:+ -. OCCUPATION DESCRIPTION Title: ELECTRICIAN II, WATER POLLUTION CONTROL DIVISION JOB DESCRIPTION Inspects, repairs, and maintains electrical and/or electronic operating and control systems, equipment, and fixtures; including instrumentation and heating and cooling systems. Exercises independent judgment in solving normal work problems under general supervision of superintendent or assistant superintendent, using standard and special electrical tools and equipment, such as volt—meters, ammeters, and synchroscopes. Duties include any combination of tasks such as following: Inspects, maintains and repairs wiring and lighting systems, electrical control equipment, meters, outlets, and panels. Installs new equipment. Interprets oral and written instructions, specifications, wiring diagrams and codes. supervises Maintenance Helper, and/or Laborer. Establishes and operates scheduled maintenance program for equipment. Repairs electrical and electronic instruments. Keeps maintenance records. Prepares labor and material estimates. QUALIFICATIONS PROFILE 1. Formal Education High school or electrical trade school graduate or equivalent training and experience. Engineering and electronics courses highly desirable. 2. General Requirements a. Thorough knowledge of electrical systems, equipment, and fixtures. b. Thorough knowledge of approved methods, practices, code requirements, and safety standards. c. Ability to perform limited supervisory duties and maintain satisfactory working relations with other employees. 3. General Education Development a. Reasoning (1) Apply principles of rational systems to solve practical problems and deal with a variety of concrete variables in situations where only limited standardization exists. (2) Interpret a variety of instructions furnished in written, oral, diagrammatic, or schedule form. b. Mathematical Perform ordinary arithmetical and algebraic procedures in standard, practical applications. c. Language Comprehension and expression of a level to interpret technical manuals, including drawings and specifications, layouts, blueprints, and schematics. MCROF ILI•IED BY DORM MICR¢LA6 NTAP PAPIn • in ranlnrs 1,11owr1Li4LU BY JORM LIICROLAb Title: ELECTRICIAN II (Cont'd) CLUAR RAPIUb AMU JL i'w A 4. Specific Vocational Preparation a. Qualification equivalent to journeyman electrician, plus minimum 3 years practical experience, including maintenance and repair of equipment and systems found in sewerage systems. b. Completion of courses in electronic equipment maintenance or equivalent training and experience. c. State certification grade III. 5. Aptitudes - Relative to General Working Population a. Intelligence ) b. Verbal ) c. Numerical ) Middle third d. Spatial ) e. Form Perception ) f. Clerical Perception ) g. Motor Coordination ) h. Finger Dexterity ) Highest third excluding i. Manual Dexterity ) top 10 per cent j. Eye -Hand -Foot Coordination ) k. Color Discrimination ) Middle third 6. Interests Preference for technical activities carried on in relation to processes, machines, and techniques. 7. Temperament Worker must adjust to situations involving a variety of duties, precise attainment of set limits, tolerances, or standards, and direction of the activities of others. 8. Physical Demands Medium work. Involves climbing, balancing, stooping, kneeling, crouching and crawling, reaching, handling, fingering and feeling. 9. Working Conditions Both inside and outside. Exposed to weather, noise and vibration, fumes, odors, toxic conditions, dust, poor ventilation, and definite risk of bodily injury. ENTRY SOURCES: General Public, Trade Schools. PROGRESSION TO: Assistant Superintendent. K- 141CROFILI4E0 BY ..1 JORM MICR6LAB CFOM1f. RM 1!15 nE5 M014E5 MILRUfILMLD BY JURM 141CROLAB CLUAk RNVIO: AND JLS OCCUPATION DESCRIPTION Title: MAINTENANCE HELPER, WATER POLLUTION CONTROL PLANT JOB DESCRIPTION Assists maintenance mechanics in maintaining and repairing equipment, machinery, buildings, and grounds. Duties include any combination of tasks such as _ following: Cleans and lubricates pumps, motors, and related equipment. Assists in removing, repairing, and replacing equipment as directed. Performs routine building maintenance work. Performs simple repairs and adjustments to equipment. Keeps simple records. Carries or holds materials, supplies, or I tools to assist mechanics or electricians. Performs laborer tasks as required. QUALIFICATIONS PROFILE 1. Formal Education _ High school or trade school graduate or equivalent training and experience highly desirable. 2. General Requirements a. Basic mechanical aptitude. — b. Ability to use a variety of hand and power tools and equipment. i c. Have chauffers license. _. 3. General Educational Development a. Reasoning Apply common sense understanding to carry out detailed but uninvolved written or oral instructions. "i b. Mathematical _ Make arithmetical calculations involving fractions, decimals, ! and percentages. c. Language Ability to understand oral and written instructions. 4. Specific Vocational Preparation Vocational or high school shop courses or equivalent on-the-job - training. 5. Aptitudes - Relative to General Working Population a. Intelligence ) b. Verbal ) _. c. Numerical ) Lowest third excluding d. Spatial ) bottom 10 per cent e. Form Perception ) f. Clerical Perception ) —1— --FILMED aY i ; JORM MICR+LAB CEDAR RAPIDL • DP3 I10MIS MILkOi IL14ED BY JORM MICRULAB CLUAk RAPM AND LJL> Title: MAINTENANCE HELPER (Cont'd) g. Motor Coordination ) h. Finger Dexterity ) i. Manual Dexterity ) Middle third j. Eye -Hand -Foot Coordination ) k. Color Discrimination ) 6. Interests Preference for activities dealing with things and objects. 7. Temperament Worker must adjust to situations involving doing things only under _ specific instruction, allowing little or no room for independent action or judgment in working out job problems. 8. Physical Demands Heavy to very heavy work. Involves lifting heavy objects, climbing, balancing, stooping, kneeling, crouching, crawling, reaching, and handling. j 9. Working Conditions — Bothcinside and outside work. Exposed to weather. Subject to noise and vibration, fumes, odors, toxic conditions, dust, poor ventilation, and definite risk of bodily injury. i ENTRY SOURCES: Laborers. High school or vocational school graduates. General public. PROGRESSION TO: Mechanic II. I tt' i T;,..R ,.r...- --- 141CROFILIIE0 OlY JORM MICR4yrLAB Cf DAR RAPIDS nfS MOINES r'11(.R01'ILMLD BY JORM MICROLAB CEDAR RAPM AND LJC� ;4v;;iL�, OCCUPATION DESCRIPTION Title: LABORER, WATER POLLUTION CONTROL PLANT JOB DESCRIPTION Performs any combination of tasks such as following: Cleans equipment such as bar screens, and weirs. Lubricates machinery. Drives, loads and unloads trucks; spreads sand, gravel, and dirt. Paints and performs other minor maintenance. Digs and refills ditches. Cleans drains, ditches, and culverts. Cuts grass, weeds, and brush; trims trees and bushes; rakes grass, leaves, and trash; seeds and cares for lawn and ornamental plantings. Removes snow and ice from walkways, driveways, and equipment. Collects and disposes of trash. Washes and cleans vehicles, tools, and equipment. Carries or holds material, supplies, or tools to assist operating and/or maintenance personnel. QUALIFICATIONS 1. Formal Education Elementary school education desirable. Must be able to speak, read, and write English. 2. General Requirements a. Ability to understand and carry out oral and written instructions. b. Ability to perform strenuous manual labor under adverse weather conditions. c. Ability to use a variety of hand and power tools and equipment. d. Valid vehicle operator's license. 3. General Educational Development a. Reasoning Apply common sense understanding to carry out simple instructions. b. Mathematical Perform simple addition and subtraction for counting and recording purposes. C. Language Ability to learn job duties from oral instructions or demonstrations and request supplies and materials orally or in writing. 4. Specific Vocational Preparation On-the-job training or previous experience as a laborer. MICROEILMEO BY JORM MICR+LAB CNIAR t!APIP� . OCS MOINES i MlLi(01 ILMLD By JORM MILROLAB Title: LABORER (Cont'd) • LLUAR RAPIDS AND JLS 5. Aptitudes - Relative to General Working Population a. Intelligence ) b: verbal ) c. Numerical ) Lowest third excluding d. Spatial ) bottom 10 per cent e. Form Perception ) f. Clerical Perception ) g. Motor Coordination ) h. Finger Dexterity ) Middle third i. Manual Dexterity ) j. Eye-Hand-Foot.Coordination ) k. Color Discrimination ) 6. Interests Preference for activities dealing with things and objects. 7. Temperament Worker must adjust to situations involving working only under specific instruction, allowing little or no room for independent action or judgment in working out job problems. B. Physical Demands Heavy to very heavy work. Involves lifting heavy objects, climbing, balancing, stooping, kneeling, crouching, crawling, reaching, and handling. 9. Working conditions Primarily outside. No protection from weather. Subject to noise and vibration, hazards, fumes, odors, and toxic conditions. ENTRY SOURCES: Unskilled labor market. PROGRESSION TO: Operator I. 5,; , , • ,.,r 141CROFILFICD OY JORM MICROLA13 FFDAR RArtns PFS 1101VF HNLiUtILMLO by JUKM MINULAb (LDA'( kAPlu:) AND AL OCCUPATION DESCRIPTION Title: CHEMIST, WATER POLLUTION CONTROL DIVISION JOB DESCRIPTION Supervises and performs specialized and complex chemical, bacteriological and physical tests and analyses of raw, partially treated, and treated Wastewater and byproducts to determine efficiency of plant processes and insure that plant effluent meets local, state, and federal requirements. Conducts or supervises less complex routine tests. Supervises collection of laboratory samples. When laboratory technicians are present, supervises technicians and provides routine procedures to be followed. Evaluates and interprets test results, establishes test priorities, and prepares reports. Assembles data, maintains records, and prepares periodic reports. Sets up pilot processes when conducting research on improved procedures. Provides direct or indirect instructions to operating personnel regarding chemical requirements and adjustments, changes, or additions to various treatment processes. QUALIFICATIONS PROFILE 1. Formal Education College degree in chemistry or high school graduate plus college -level courses in chemistry, biology, and bacteriology. 2. General Requirements a. Thorough knowledge of wastewater treatment processes and chemical, biological, or bacteriological action involved in each process. b. Thorough knowledge of pertinent local, state, and federal regulations and requirements. c. Ability to work on own initiative and establish proper testing procedures. d. Ability to organize and interpret data and transmit instructions. 3. General Educational Development a. Reasoning Apply principles of chemistry, biology, and bacteriology to solve problems related to wastewater treatment and deal with a variety of concrete variables; interpret a variety of written, oral, and diagrammatic instructions. b. Mathematical Perform ordinary arithmetical and algebraic procedures in standard and practical applications. May require knowledge of higher mathematics. 'RICROFILIIID DY DORM MICRf LAS CFIIAR NAPIP`- • IFS MOINES MIu10f ILMLO BY JORM 141CROLAB Title: CHEMIST (Cont'd) CEDAR RAP AND UL'?i 1;I .,, :•• c. Language Ability to evaluate and interpret technical data, prepare reports, and maintain communications with supervisory personnel and co-workers. d. Science Understand chemical, biological, and bacteriological processes -- pertinent to wastewater treatment, and possess sound knowledge of problems and processes involved. e. State certification grade IV. 4. Specific Vocational Preparation Laboratory experience in a position of responsibility. Six to 18 months on-theajob training or prior experience in wastewater treatment plant operations, depending upon education, size of plant, and complexity of treatment. S. Aptitudes - Relative to General Working Population a. Intelligence ) - b. Verbal ) Highest third excluding c. Numerical ) top 10 per cent d. Form Perception ) Middle third e. Clerical Perception ) Highest third excluding top 10 per cent f. Motor Coordination ) g. Finger Dexterity ) Middle third h. Manual Dexterity ) .� i. Eye -Hand -Foot Coordination ) j. Color Discrimination ) Highest third excluding top 10 per cent 6. Interest Prefer scientific and technical activities. j- 7. Temperament Worker must adjust to situations involving evaluation of information against measurable criteria. 8. Physical Demands Sedentary or light work. May require considerable standing. -" 9. Working Conditions Inside. May be subject to fumes, odors, and toxic conditions. ENTRY SOURCES: Laboratory technicians with proper qualifications. Chemists in smaller or less complex plants. other qualified chemists PROGRESSION TO: Assistant Superintendent or Superintendent. MICROFILMED BY JORM MICR+LAB EFDAR nF5 MOPIFS I I I 7 I J 1-1i6(Ul ILMEU BY JURM 14ICROLAb LLUAR RAPM AND ULL >1U,:.L,, •J`" OCCUPATION DESCRIPTION Title: LABORATORY TECHNICIAN, WATER POLLUTION CONTROL DIVISION Performs any combination of routine laboratory tasks such as following: Collects samples of plant influent, partially treated wastewater, sludge, effluent, and other byproducts. Assembles instruments and equipment for analytical or research work. Prepares chemical and bacteriological media, stains, reagents, and test solutions routinely used in laboratory. Operates equipment and conducts tests as directed. Maintains test result records, prepares data sheets. Prepares or assists in preparation of reports. Cleans, maintains, and stores instruments and equipment. Maintains inventory and orders supplies. Performs custodial duties in laboratory. Operates laboratory in absence of chemist. QUALIFICATIONS PROFILE 1. Formal Education High school graduate or equivalent. Courses in chemistry and biology highly desirable. 2. General Requirements a. Knowledge of basic principles of chemical, physical, and bacteriological examination and treatment of wastewater, sludge, effluent, and by-products. b. Knowledge of standard laboratory principles, technology, and equipment. c. Ability to follow prescribed methods and processes and maintain proper records. 3. General Educational Development a. Reasoning Apply common sense understanding to carry out instructions in written, oral, or diagrammatic form and deal with problems involving a few concrete variables in or from standardized situations. b. Mathematics Make arithmetical calculations involving fractions, decimals, and percentages. c. Language Ability to learn job duties from oral instructions or demonstration, fill in report forms and accurately record data. d. science Understand basic chemical, bacteriological, and biological processes; standard laboratory principles, methods, and equipment. 141 CR01'I LMED BY JORM MICR+LAE3 rr DAR I?AN" • SCS 61010ES m!L,RUF10IEU BY JURM MICRULAB Title: LABORATORY TECHNICIAN (Cont'd) LEUAR RAPIDS AUL) UC> `1U;: LJ, 4. Specific Vocational Preparation One to 3 months on-the-job training or experience in laboratory work of a similar nature. State certification grade III. 5. Aptitudes - Relative to General Working Population a. Intelligence ) b. Verbal ) c. Numerical ) d. Spatial ) Middle third e. Form Perception ) f. Clerical Perception ) g. Motor Coordination ) h. Finger Dexterity ) Highest third excluding top i. Manual Dexterity ) 10 per cent j. Eye -Hand -Foot Coordination ) Middle third k. Color Discrimination ) Highest third excluding top 10 per cent 6. Interests Prefer scientific and technical activities of a routine, concrete, organized nature; dealing with things and objects. 7. Temperament Worker must adjust to situations involving evaluation of information against measurable criteria and repetitive operations carried out according to set procedures or sequences. 8. Physical Demands Light work. Requires walking and standing to a significant degree, and frequent lifting of objects weighing up to 10 pounds. 9. Working Conditions Inside work. Subject to fumes, odors, and toxic conditions. ENTRY SOURCES: High school graduates. General public. L PROGRESSION TO: Chemist. IA IDRor IL14ED BY JORM MICR6LAB rrDAR PN'IP5 • !rE Miwii5 hlil,kUi IL14LU BY JORM I.IICRULAB CLUAk RAPIuS ANU uc5 'i��:t�. •u^^ L( johnson county regional planning commission APR 2 1975 ( mot oe posse .o..o.o, 22%2 south Dubuque street towo cny. Iowa 52240 (3191351.8556 wbert hiigent>ery ...r,•..,.�4 March 28, 1975 Dennis Kraft Community Development Civic Center Iowa City, Iowa 52240 RE: A-95 Review of Step 1 Infiltration -Inflow Grant Application Dear Dennis: J The Executive Board of the Regional Planning Commission at its meeting held March 27, 1975, voted to find the application of _j the City of Iowa City for a Step 1 infiltration -inflow study of the Iowa City sewer system consistent with good regional planning. The Executive Board made the following comments concerning the second and third steps of the study and planning program: 1. Though present regional opportunities are limited, the relationship to the contiguous Coralville system should be recognized; 2. Planning and analysis for the area north of Interstate 80 should be carefully coordinated with land use policy and plans. In accordance with A-95 requirements, please attach this letter to your grant application. Sincerely, Carol deProsse, Chairwoman km MICROMMEO BY DORM MICR#LAB f. FDAR RAI'IpS nf5 M019E9 E OFFICE OF THE PARTNERS APR- 9 1975 RECEIVED MILRW ILM U BY JORM MICROLAB CLUAR RAPIuS ANU LJi johnson vTounty �C;� regional planning commission 22%2 south dubuque street. Iowa city. bwo 52240 (319)351-8556 /_1 /C 92_jGC3 card oeposse ew.o.v roaert hngenbeig ..n��•.. o -•eco April 18, 1975 - Dennis Kraft, Director RECEIVEDAPR'21 1975 Community Development Civic Center Iowa City, Iowa 52240 I ' RE: A-95 Review of Step 1 Tnfiltration.,Inflow Grant for the City of Iowa City : Dear Dennist J The Johnson County Regional Planning Commission at its meeting held April 16, 1975, reviewed the subject grant application and the .� Executive Board review and letter. After discussion, the Commission voted to find the Step 1 Infiltration -Inflow Study consistent with good regional planning. They removed the two comments previously jincluded in the Executive Board letter; the comments are reserved for future consideration. �j In accordance with A-95 regulations, please attach this letter to —+ the grant application. Sincerely, Carol deProsse, Chairwoman � J ' 1 I ' OFFICE OF THE PARTNERS APR 51975 RECEIVED 4:__�`:•��_Onu4ED By JORM MICR+LA6 CEDAR PAPIDS - PCS MOVIES r4il.l(Uf IL&D BY JORM MICROLAB CLUAR RAPwU APIU A" johnson county regional planning commission 221/2 south dlbuque streel• i0wo city. iowo 52240 (319)351.8556 October 24, 1974 I r"tir'Y whit fowl 1*yrt H.O T ftE�. •,Yrs.: I 1_ I .1 Robert Rogers Mayor `• sw" ... BY P.O. Box 6088 ;;.,r' 'lll;l a ",` ' ' AN Coralville, IA 52241 f4U'.' RE: A-95 Review comments on the Step l Infiltration - Inflow Analysis Grant Application Dear Mayor Rogers: The Johnson County Regional Planning Commission at its meeting of October 16, 1974, voted to find the above referenced grant application consistent with good regional planning. Please attach this to the grant application. Si ereel}ly_•, ^ . - - LK � J. Patrick White Chairperson JPW:SLB cc: Hawkeye Engineering Company Id I CROFT LMED BY JORM MICR+LAB DFS MOINES e I'l l i i(Uf i LMLE) BY JURM 141CRULAb LEDAk kAPluS ANU UL` HEHAWKEYE ENGINEERING COMPANY, INC. 910 231d Amww Con SUl:ir�7 Cng meas ^ P.o. er,. 6018 019/051.8100 September 25, 1974 Iowa Department of Environmental Quality 3920 Delaware Ave. P. 0. Box 3326 Des Moines, Iowa 50316 Attn: Planning & Grants Administration Water Quality Management Division Mr. Wayne Farrand Gentlemen: RECEIVED 5Li' 27 1974 s FAFr OF 10." DEPARTMENT Of [@71,^,OHkI[HTAI QUALITY WATER QUALITY MANAGEMENT The following is the required supporting information for an application for a Step I Grant for preliminary plans and studies as set forth in 35.920-3 "Contents of Application" for the City of Coralville, Iowa. 1) State priority certification in accordance with 35.915 is hereby requested. 2) Comments of relevant state, local and federal agencies are attached to this letter. The comments of the Johnson County Regional Planning Commission will be forwarded as soon as they are received. 3) The City has entered into a contract with Hawkeye Engineering Company, Inc. for engineering services associated with this application. A professional engineer will be contracted to do the Step I work. X4) Construction contracts will be let by competitive bidding. 5) Plan of Study a. The map showing the planning area is attached to this letter. b. The City of Coralville is conducting the planning. c. The proposed facility plan (Step I) shall be completed during January, 1976. d. Estimated project costs are shown on attached Form 5700-32• e. The planning area's 1970 population was 4130 people with a projected 1990 population of 9630 people or a growth rate of 233%• (Johnson County Regional Plan 1970). 141CROFILMED BY r JORM MICR+LAB CFOAR RAPIDS SFS t40I!IFS I•I1LI(Ut ILMiU BY JORM 141CRULAn LLUAia RAPIu; AND f. The existing plant discharge to the Iowa River which is classified by the State of Iowa as a _ Class B, fresh warm water stream. This class- ification is intended to protect wildlife, fish, aquatic and semi -aquatic life and secondary, control recreation. The effluent limitations applied here are more stringent that those associated with the federal secondary treatment standards. The facilities plan will cover the possibility of expansion, remodeling, better operation, excessive extraneous water elimination or a combination of these measures as a solution to the problem at Coralville, Iowa. 6) Attached to this letter is a resolution from the City Council authorizing Robert Rogers as the authorized representative for filing this application. w 7) The City has certified that all planning will be under- ] n taken in compliance with all applicable local environ- mental laws and regulations by the attached letter. If you have any questions or desire any additional information, .a please contact me at our office. - Sincerely, i _ HAV YE ENGINEERING COMPANY, Inc. William B. Cook WBC: vlb Enclosures i — MICROf IL14CO 6Y JORM MICR6LA6 MAP VAI'IPS • M"5 MORIFS .LALL, BY JORM MICROLAB LLJAtt RAVLJS APIu MICROS I LIIE.0 BY JORM MICR+LAB CEOAP I'A r'i P<, oES '4014E` I•liutUrlLMLD 8Y JURM MIGRULAB • I,LUAk Mil IJb AiIU :/ l �631 .twl!�1;� �•d(1!! .1 f•'�\\� r��l•r�l�` ,�. •��• •!• 'll_,,il a .. I,'�'�. .l J! �jJRwlryr. �nynrening (;nuq,nng. 9nr.. �, �I�tt,.. low,,, .,n, tcn of 11, rA 1:. �.c ewe - i .^iL +/i///.' Tt.)alo 1--/6, 2 141CROFIL14ED OlY JORM MICRWLA© MAP PAPIP', • nEt MOPES ' r7. I Disposal Dear ' I I'Il Whit iLMLU BY JURM MILROLAb The University of Iowa Iowa City. Iowa 52242 Physical Plant Depanment Mr. Richard J. Plastlno Director of Public Works City of Iowa City 410 E. Washington St. Iowa City, Iowa 52240 CEUAR RAPIDS AND DLS IYOV ? p 197y November 21, 1977 Re: University. Water Plant - Sludge Disposal Dear Mr. Plastino: The University of Iowa has decided against participating with the City of Iowa City in the construction of facilities required at your new water treatment plant for the purpose of handling the sludge discharges from our water plant. We have decided to accept the alternative suggested in the recent Shive-Ilattery report wherein the University would construct and operate its own facility for removal of all water plant sludges. We expect this project to become funded on approximately July 1, 1979 and construction should be completed in late 1981. I hope it will be possible to continue with the arrange- ment we'now have with you to handle our lime sludge discharges until such.time as.our new facility is completed. cc: Ray D. Mossman MICROFILMED BY JORM MIC R46LA 13 rrMR RAPIM - nrs MDIRrs Very truly yours, ^ N'4tx.h_ c_''(,It'rL: ,t.t.�- Elmer C. Lund uist Associate Director Y...,�: 141CROFILMED BY JORM MICR+LAB CEDAR RAPIDS • DES MOPIES MICROFILMED By JORM MICR+LA6 fEDAR RAPIDS • nF5 MOINES W 111LIWiILMLU by JORM MICROLAB CLUAR RAPIu�> AND ULA .'Iu::,L- . FACILITY PLAN CITIZENS COMMITTEE IOWA CITY, IOWA Report on Meeting of .December 17, 1975 The first meeting of the Facility Plan Citizens Committee was held in the City Manager's conference room at the Civic Center in Iowa City at 7:45 P.M., Wednesday, December 17, 1975. The meeting was attended by Committee members, representatives of Veenstra & Kimm, Engineers & Planners, and members of the City's staff. A list of those in attendance at the meeting is attached hereto. Other attachments to this report include a listing of the membership of the Citizens Committee and an Agenda for this meeting. Mike Kammerer, Project Engineer for the City of Iowa City, introduced those in attendance and spoke briefly as to the needs for the Facility Plan, background on effluent requirements of the regulatory agencies and the National Pollutant Discharge Elimination System. He explained that the intent of the development of a Facility Plan was to enable the City to comply with Step 1 requirements of Public Law 92-500 and to meet the requirements of the NPDES Permit. Jim Kimm of Veenstra & Kimm then discussed the Facility Plan in general and the scope of the project for which a Step 1 grant has been requested. He explained that the Step 1 portion would result in a comprehensive Facility Plan. The Facility Plan can be broken down into the Infiltration/Inflow Analysis, the Complete Waste Treatment System Plan, a Sewer System Evaluation Survey, if deemed necessary, and finally, the preparation of a comprehensive Facility Plan. He then explained that the Step 2 grant would cover the preparation of plans and specifications and that the Step 3 grant would cover construction of the necessary facilities. Kimm then discussed the reasons for forming the Facility Plan Citizens Committee. Public participation is addressed in § 35.917-5 of the Regulations. The only requirements under the law are that public hearings be held relative to the Facility Plan. However, EPA encourages the formation of committees or other — groups to encourage public participation and public input in the selection of alternatives. Reasons for the formation of the Citizens Committee were itemized as follows: 1. To disseminate information to the general public and to interested political and social groups and institutions within the planning area. 2. To provide layman input as alternates are being considered. The public — is expected to participate in the effects of the various alternatives on the environment, energy use, reliability and other considerations. -1- 111CROMI'ILm BY JORM MICR4�LAB ffPA9 PAVIT 9(S '401Y(c Mi6WU iLMLU BY JORM MICROLAB LLUAH RAP IU� AND UL 3. To act as a sounding board for the planners and staff by providing input prior to the public hearings. 4. The Committee can address possible controversial subjects, which might include the following: a. Treatment plant site. b. Location of trunk and outfall sewers. c. Utility construction in the Ralston Creek floodplain. d. User charges. Kinin then discussed the scope of the project and the status of progress made -- to date. The Committee was advised that I/I Analysis will be completed following _ wet weather in the spring of 1976. A progress report to the Environmental Protection Agency, dated December 9, 1975, was cited and discussed. Copies of the progress report were given to the Committee members. Following the introductory remarks, the Committee asked several questions and a general discussion followed. The major points discussed are set out in the following paragraphs. The question was asked as to why the waste load allocation for Iowa City was more stringent in mg/1 than for Coralville. Several technical terms, including BOD and ammonia nitrogen, were discussed and explained. It was pointed out that the present treatment facilities for the City are not capable of meeting effluent requirements. The various alternatives which appear to be available were discussed. These included an entirely new plant now, expansion of the existing plant, construction of the first stage of a new plant downstream and a gradual phasing out of the old plant and other alternatives. The question was asked about a proposed requirement that no major construction be undertaken within 50 miles of a national shrine. There was little information available with which to address this question. The question was asked as to whether or not the proposed delay in completion of the I/I Analysis would hold back completion of the Facility Plan. It was explained that we intend to reduce the time to be spent on other aspects contained in the Plan of Study, and hopefully complete the Facility Plan in accordance with the date originally scheduled. The question was asked as to why our grant has not been approved..Vg__tried to explain that EPA has been hampered by lack of adequate personnel to process grant applications. -2- 141CROHLIED BY JORM MICR+LAB CrMR PAIT)� . !)FS !'101'115 Miu(UviL4LU by JORM MICROLAd LLJAi< RAPiL)� ANU The question was asked as to when the waste load allocations were made and the group was advised that the public hearing on the Iowa -Cedar River Basin Plan was held in early December. It was explained that the Basin Plan is a draft copy and will be finalized sometime in the future. Finances were discussed. It was explained that the federal government may participate in 75% of the cost of eligible items and that the State of Iowa will participate in 5% of the eligible items. It was further explained that federal grant payments are forthcoming to the applicant throughout the planning, design and construction periods, but that the State grant is paid after construction is completed. Financing of the local share of the costs of the project were discussed. It was explained that sewer revenue bonds to be retired from user charges could be used, or that general obligation bonds could be issued to pay for the local share of the improvements. User charges were discussed in general and it was explained that the regulations forbid quantity discounts to large volume users. It was explained that in accordance with the regulations, industries must pay their fair share of the facilities to be constructed. The allocation of industrial contributions toward construction of the facilities was discussed and it was explained that the applicant retains 50% of these contributions and that 50% is diverted to the United States Treasury. The fact that per capita costs, or unit volume costs, are generally higher for small communities, was discussed. The fact that industrial contributions may greatly increase per capita costs was also discussed. Questions were asked regarding the design period and the group was advised that, in general, treatment facilities would be designed for about the year 2000 and that trunk and outfall sewers would be designed for about the year 2030. This answer was predicated upon the treatment and transport facilities being constructed by the year 1980. It was explained that all sewer construction and treatment facility construction are eligible for grant funds. Some time was spent discussing priority projects. It was explained that outfall sewers and treatment facilities have high priority, and that new sewers and pumping stations out on the sewer systems have low priority and that it will be several years before such construction can be funded. We discussed the physical conditions of the existing sewage treatment plant and the question was asked whether or not w=e �Q, in fact, need a new plant. The alternatives available in this matter were discussed, including no project. The ost-ffectiveess nd was expind to thatceacheselectednalternate pmust sdiscussed the smost acost-effective ofe eany of the roup the alternates considered. -3- t.. 6n CROP ILI-0CD By JORM MICR6LA13 rrDAD BnPIO., I;lukOiILMLU BY JORM MICRULAB LLUAR RAPIU�) AND Uu The matter of regionalization and area planning was discussed. It was explained that Coralville has its own facilities and has applied for a federal s furtheriber explainedrty istth remoteale grant for expansion of these facilities. it wa is served by Coralville and that it app from Iowa City to consider inclusion of that community in an Iowa City regional sewerage system. It was explained to the group, however, that regionalization will have to be addressed in the Facility Plan and the various alternatives discussed. The group discussed the future actions of the Committee with regard to frequency The and other matters. It was generally agreed that the Committee should meet once a month and that each member give thought to items which should be discussed at future meetings. Mike Kammerer explained andahehurged lthee happy to meet with any of the Committee members at any i Committee members to bring other citizens to the meetings to encourage public tee re gorbackpto�the groups on. The ethey srepresent and of the treport onntheeproceedings re also oatathisgeto meeting. It was generally agreed that formation of this Committee does have merit and that it can encourage public participation in the development of the facility Plan. END I hereby certify that the above is a true summary, to the best of my ability, of the discussions and proceedings of themeetingof the Iowa City Facility Plan Citizens Committee held on December 17, 5. Y Kimm December 19, 1975 -4- MICROFILMED BY 1 JORM MICR+LAB CFPAP RAP!ns • Ir', NOIRES 141CROFIL14ED BY JORM MICR+LAB CEDAR RAPIDS • OCS MOINCS r41GtUFILMLU BY JORM 141CROLAB CLUAR RAPLUS AW uLS 1•lultn-, FACILITY PLAN CITIZENS COMMITTEE ATTENDANCE j 71 W 17� .! PCN Lam.. �P6 r. LO ✓,S j 1 J �rYwlil �o•4iN C��i 7'r� Mi"1 - 1IEtN57 RA KI MM K '� 1 �} 111CROFILMED BY i JORM MICR+LAB Cf DAR fWM - M MOINES MILRUFILMEU BY JORM MICROLAB CLOAK RAPIDS ARU SLS lulaL .u. MEMBERSHIP FACILITY PLAN CITIZENS COMMITTEE IOWA CITY, IOWA Mrs. Isabel Turner 1310 Cedar Street Iowa City, Iowa 52240 Phone: 337-4414 Representing: Johnson County Regional Planning Commission Ms. Shirley Sixt 227k E. Washington Iowa City, Iowa 52240 Phone: Representing: League of Women Voters Mr. Sam Fahr 6 Knollwood Lane Iowa City, Iowa 52240 Phone: 351-7821 Representing: Iowa City Riverfront Commission Mr. John Harper 427 Ferson Avenue Iowa City, Iowa 52240 Phone: 351-9263 Representing: Citizens for a Better Iowa City Mr. Ray Potratz Kirkwood Kwik Kleen 210 Kirkwood Avenue Iowa City, Iowa 52240 Phone: 338-3311 Representing: Dr. Richard R. Dague Professor & Chairman Environmental Engineering Program College of Engineering University of Iowa Iowa City, Iowa 52240 Phone: 353-3388 Mr. Keith Kafer 129 East Washington Iowa City, Iowa 52240 Phone: 337-9637 Representing: Chamber of Commerce Ms. Roxanne Haldeman 720 2nd Avenue Iowa City, Iowa 52240 Phone: 338-9882 Representing: Ralston Creek Committee Mr. David Belgium (Mayor -University Heights) 104 Sunset Street University Heights, Iowa 52240 Phone: 338-8588 (James A. Stebbens - Councilman -elect) :dICROF ILIdCO BY 1 JORM MICR+LAB i CFOAP PAP15S • DFS moiur5 ..` 1.11LkOf ILi4LU BY JURM MICkOLAB CLDAR kAPIu� AND ULt _ FAC11.11Y PI.T41 LITI7f.I1S Ci`7.1MITTFI: IIIJA CITY, IOWA Report on 'lrvl.ing of parch 24, 1976 The second meeting of the Facility Plan Citizens Committee was held in the City Manager's conference room at the Civic Center in Iowa City at 7:45 P.M., Wednesday, March 24, 1976. The meeting was attended by Committee members, staff IIIoubers of the City of Iowa City, and representatives of Veenstra K Kimm, Engineers K Planners. A list of those in attendance at the meeting is attached hereto. The other attachment to this report is the Agenda for conducting the meeting. I_ Gene Dietz, City Engineer for the City of Iowa City, introduced those in attendance and spoke briefly with regard to the Facility Plan. rI Jim Kimm of Veenstra & Kimm advised that the Environmental Protection Agency tendered a grant offer of $92,250 on February 2, 1976. The offer was accepted by the City on February 23, 1976. Kimm discussed the conditions of the grant offer. The offer included several special grant conditions, including a scheduled completion date of September 1, 1976, for the entire Facility Plan. The City has requested an amendment to the special grant conditions of the grant agreement. If the request for the grant amendment is approved, the date for completion of the Facility Plan will be September 1, 1977. The Committee was presented with a timetable for the various work elements up through the preparation of plans and specifications for the recommended facilities. Gene Dietz then informed the Committee of a meeting in Des Moines on February 20, 1976. This meeting was attended by representatives of Iowa City, University Heights, the Iowa Department of Environmental Quality, and the Environmental Protection Agency. Several important matters were discussed during this meeting, including the following: 1. One condition of the grant agreement required assurance that the Cities of Iowa City and University Heights will adopt resolutions or execute an agreement for acceptance of the Facility Plan. These resolutions or agreements must be executed prior to approval of the Facility Plan by EPA. 2. The City of University Heights had applied for a federal grant for an Infiltration/Inflow Analysis of its sewer system. The EPA representatives advised during this meeting that no grant would be made to University Heights for an Infiltration/Inflow Analysis. Y• 1 _z 141 CROFILMEO RY ` JORM MICR+LAB CFMP RAPln`.. IIF$ MOINES Mit,kUl ILPILO BY JORM 141CkULAb LLusk RAPtu: AND LJL� 1!U, ,L.. .,i"„ 3. The requirements of EPA regulations with regard to sewer rental rates were discussed in detail at the meeting. It was the contention of the EPA representatives that the present surcharge applicable to University Heights users was not equitable. It appears that sometime in the future, if further EPA grants are made, that the user charges to University heights will be on the sante level as those made to Iowa City users. The possibility was discussed that some increment would be added to the user fees paid by University heights in lieu of property taxes paid by Iowa — City residents. Dietz and members of the Committee were in general agreement that sewer service to University Heights could be an item separate from the other services which Iowa City now provides. I Kimm discussed the possible costs of financing construction of the improvements recommended in the Facility Plan. Assuming a total cost of $20 million, the local share, assuming a 75% federal grant and a 5% state grant, would be $4 million. It was pointed out that the 50% state share, or $1 million, would have to be temporarily financed from local sources until the end of the project j when the state payment is normally made. ^ It was pointed out that the cost to retire $4 million in general obligation bonds i over a 20 -year period would cost an average of $360,000 per year. This was based on the assumption that general obligation bonds could be sold by the City of Iowa City at an interest rate somewhere between 6.25% and 6.5%. Based on an assessed valuation of $431 million for the City of Iowa City, this would require a debt service tax levy of 83.5 per $1,000 of valuation. Paul Nolan of the Iowa City staff discussed field work which has been done to date He reported that the system had been divided into drainage areas and that key manholes had been selected. Sewer lengths had been calculated in all areas and the anticipated dry weather flow from each area has been established. He also reported that elevations have been established on all key manholes. Nolan described in detail the work which was done during the 2; -inch rainfall of March 4, 1976. He reported that the impact of the rainfall was noted at the plant within two hours after the start of the rainfall event. He stated that he believes that there are large amounts of inflow reaching the sewer system. Ile also reported that the temperature of the raw sewage decreased shortly after the beginning of the rainfall and that it remained lower throughout the day. He advised that the key manhole on Riverside Drive overflowed all day on March 4, 1976. Nolan reported on the groundwater elevation monitoring gauges which have been established at 20 locations. These are being read up to three days after a rainfall event and on bi-weekly or tri -weekly bases during dry weather. -2- K:,.-r`,.:-• 141CROCILI4CO By JORM MICR+LAB CrPAR RAP M • PCS MOVICS MILROFIGIED BY JORM MICROLAB LLUAk RAPWS ANU AS MUl+L�, Nolan reported as to the status of the studies being made on the University of Iowa sewer system. Work so far has been limited to updating sewer system maps. Key manholes will then be selected and' the University will meet with the City and its consultants for approval of the key manhole locations. Nolan reported briefly on the lime disposal study which is being made at the University water treatment plant. lie advised that there is no significant effect on the treatment capabilities of the municipal treatment plant, but that the lime sludge does have a significant effect on the digesters. The meeting was adjourned at approximately 9:45 P.M. and it was agreed that the next meeting would be upon the call of the City Engineer. END I hereby certify that the above is a true summary, to the best of my ability, of the discussions and proceedings of the meeting of the Iowa City Facility Plan Citizens Committee held on March 24, 1976. -3- T•` kY.'ID 141CROFILMED BY '. JORM MICR+LAB CEDAR RAPIDS • UES MOINES I. I r-AILROFILMLU BY JORM MICROLAB CEDAR RAPIDS AND OLS %luliiLJ, ,unn FACILITY PLAN CITIZENS comMITTEE March 26, 1976 ATTENDANCE LIST y( i1L rl .rE � Sir •�i � - �I �l;h �1 f/�V V err( r4 P4 yas4 ^: c R 4 II TD �A Ion LO. C� �G u • ✓G� u 3 TiQ { �lmvel Y `�'j•� 141CROrILMED BY JORM MICR+LAB CrW RAPIDS • PrS momi5 1' MAR 311976 r'' E !I V E rjj 141CROFILMED BY JORM MIC R+L AB, FFPAR RAPIDS • DlMOVIrs P1iufUFILMLO BY JORM MICROLAb w LLUAK RANiU�, AIaU Uu 'i :; . , FACILITY PLAN CITIZENS COMMITTEE IOWA CITY, IOWA Report on Meeting of January 20, 1977 The third meeting of the Facility Plan Citizens Committee was held in the City Manager's Conference Room at the Civic Center ed Iowa committee members, _ Thursday, January 20, 1977. The meeting was attended byof staff members of the City of Iowa Cityand representatives , meeting Veenstra & attached d ache Engineers & Planners. list of thost to thisereportin attendance ideat e stheAgendaforconductingthe hereto. The other meeting. J Gene Dietz, City Engineer for the City Of Iowa City, introduced those in attendance and briefly related that the Infiltration/Inflow Analysis Report the report were distributed to the committee members. was completed. Copies of The meeting was then turned ova to Jim Kinm Kim Veenstra & Kifor presentation of the Infiltration/Inflow Analysis Report. j The meeting was informal. Questions and comments were answered and discussed arose during the report presentation. as they wired I Prior to the report lilypresentation,lan. Theses studies are as follows: studies req to complete the Facility 1. The Infiltration/Inflow Analysis and Report. 2. The Complete Waste Treatment System Plan which is substantially completed and contained in the Infiltration/Inflow Analysis Report. 3. Sewer System Evaluation Survey and Report. This step is recommended in the Infiltration/Inflow Analysis Report and is the next step to be undertaken. for completion 4. Facility Plan, The Facility Plan Report is projected about one year from now. 5. Environmental Assessment. The Environmental Assessment is to be completed with the Facility Plan. The Infiltration/Inflow Analysis Report was prepared following guidelines published by the Environmental Protection Agency. The study and report documents the existence of excessive infiltration/inflow in the study area sanitary sewer system. -1- K... 141CRorILMED BY JORM MICR LAB rmAR DAVID' . DF!MOIRE MilLiWrILMLJ BY JORM 141CkOLAB CEJAH kAVIJS AIIJ Comments were made regarding population as it related to the University of Iowa. An estimated 5,000 students comnute to the University from areas outside the study area. The overall population of the study area is correct as shown in the Infiltration/Inflow Analysis Report. - Questions were raised concerning the land use as proposed by the Iowa City Department of Community Development and as shown on Figure 4 of the report. Particular emphasis was placed on the proposed industrial use along Sand Road and south of the airport. The opinion was expressed that industrial development along Sand Road might not be practical because of the non-availability of services other than sewerage facilities. It was mentioned that the City plans improvements to Sand Road in the future. I _ The growth of the Iowa City sanitary sewer system from the original combined ' sewer system into, the separate system serving the City today was discussed. Basement flooding was discussed at some length. The consensus of opinion was that all basement backups caused by inadequate sewers were not reported. The locations of past basement flooding, as shown in the report, are accurate. The basement floodings shown in the report reflect only those locations where the flooding could be attributed to backup from the sanitary sewer system. Methods of preventing basement flooding caused by sewer backup were discussed. It was pointed out that some flooding is caused by defective lateral sewers and not a general surcharge on the entire sewer system. i The hydrographs in the report were explained and discussed. Existing and projected flows in the sanitary sewer system were presented. The need for making judgments as to the sources and amounts of extraneous water in the infiltration/inflow analysis was explained and discussed. The treatment alternates were discussed. Considerable discussion centered on site selection for the proposed new water pollution control plant. The site discussions centered generally around the North Site. The quarry operation at the North Site and its effect on land costs received considerable attention. The need for selecting alternate sites for the treatment facilities for comparative purposes was explained. Ki mm pointed out that the infiltration/ inflow analysis was not directed at making a final judgment on proposed new plant site. Site location will receive more consideration by all present at the meeting during the time period leading up to preparation of the Facility Plan. The cost-effectiveness analyses were discussed in detail. The relationship between net present worth and project costs received considerable attention. The portions of the proposed project eligible for state and federal grants was discussed at length. Comparisons of the amount of local dollars required for -2- MICROFILMED BY JORM MICR+LA6 LCDAm RAPIDS - nES tlWlrr mlLk& ILMLu BY JORM MICROLAb LLOAR RAVIu'� AIIU LJL: >1 ;' -. Plans A and B received considerable attention. Local funding required for — Plan B is only about $120,000 less than for Plan A. Land costs at the North Site (which must all come from local funds) are considerably higher than at the South Site. The difference in land costs accounts for the nearly equal local costs regardless of the site finally selected. Removal of inflow from the sanitary sewer system is cost-effective and is recommended in the report. The question of flooding of the Iowa River and Ralston Creek as a result of removing inflow from the sanitary sewer system was raised. It was brought out that the inflow getting into the sanitary sewer system was small in comparison to the high flows in the Iowa River and Ralston Creek and removal of the inflow would not create any flood hazards. The proposed sewer system evaluation survey was discussed in general and produced little comment or discussion. Jim Kimm explained that the next steps to be taken were as follows: 1 — 1. Develop a scope of services for the Sewer System Evaluation Survey. j2. Amend the engineering contract in accordance with the scope of services i agreed upon. 3. Amend the existing grant from the Environmental Protection Agency to — cover the costs of the evaluation survey. 4. Proceed with the evaluation survey as soon as possible and, hopefully, in time to catch the wet spring months of this year. 5. Proceed with the Facility Plan in conjunction with the Sewer System Evaluation Survey. The meeting ended with a discussion of a time for the next meeting. It was agreed that little could be accomplished by meeting again until the interim report for the sewer system evaluation was completed. The estimated time required to complete the sewer system evaluation work and interim report was five to six months. The meeting was adjourned at approximately 10:00 PM with the next meeting to be upon call of the City Engineer. END -3- ti MICROFILMED BY JORM MICR46LAB CF BAR f6lPlnc p(5 h101!IFS 61MUFIL&O BY JORM 141CROLAB LEUAk RAFIus AND uu >lu IOWA CITY, IOWA WASTE WATER FACILITY C014MITTEE _ January 20, 1977 ATTENDANCE s/iia �P t i7 %h2/3 /!�/ MICROFIL14ED BY JORM MICR+LAB CEDAR PAPIM • DES I101B[S MICROFILMED BY "I JORM MICR+LAB CEDAR PAPIDS • P65 MOINES f-11u,WY ILMLU BY JORM MICROLAB CLUAk RAPIUS AND JL', /iu;au, .J'• - FACILITY PLAN CITIZENS COMMITTEE IOWA CITY, IOWA Report on Meeting of August 4, 1977 The fourth meeting of the Facility Plan Citizens Committee was held in the City Manager's Conference Room at the Civic Center in Iowa City at 7:30 P.M., Thursday, August 4, 1977. The meeting was attended by committee members, the City Manager, staff members of the City, a representative of the Office of the State Archaeologist and representatives of Veenstra & Kimm, Engineers & Planners, consultants for the City for the Facility Plan. Gene Dietz, City Engineer, introduced those in attendance and briefly related i that the purpose of the meeting was to discuss five major aspects of the Facility Plan and to solicit advice and suggestions from the committee on these five major aspects. The consultants presented a series of slides setting forth recommendations and _ problems related to major aspects of the Facility Plan. The same presentation will be made to the City Council on Monday, August 15, 1977. A summary of the presentation is attached hereto and made a part of these minutes and report. Five major aspects were discussed using a slide presentation. These major aspects are as follows: 1. Treatment technology and the recommended treatment process. 2. Selection of a site for a new treatment facility. 3. Methods for handling solids at the new treatment facilities and, also, i disposition of solids from the municipal water treatment plant. i 4. Conservation of energy and resources in the new treatment facilities. 5. Priorities for construction of relief sewers. Several questions and comments came from the committee during and after the presentation by the consultants. Typical questions and comments from the committee were as follows: _ 1. Concern by the committee was evidenced regarding the extended dry weather period. The committee asked questions as to how the drought period was affecting the sewer system evaluation survey. The committee _ was advised that the consultants are doing the best they can and that it is possible that the completion of the evaluation survey will have to be deferred until the drought ends. _tV,..,.. 141CROFILMED BY . I JORM MICR+LAE3 CI'DAR PARTDS . nrS kiov;CS I4ILi<UrILMEU BY DORM MICROLAB LEUAR RAP IUS AND J61 2. The need for relief sewers in various parts of the City was discussed. 3. It was the consensus that the consultants should explain the activated bio -filter process in more detail and develop a slide showing it. 4. The three treatment plant sites were discussed in detail and several questions were asked, as follows: a. size of the sites. b. Relative merits of the three sites. c. EPA funding for outfall sewers to the more remote site. d. Archaeological findings. 5. It was pointed out that the consultants needed to clarify some of the comments relative to water treatment plant sludges and the handling of all solids at the new sewage treatment facilities. The presentation by the consultants, including comments during the presentation, took about two hours. Additional comments and questions by the committee required another 30 minutes. The meeting was adjourned at approximately 10:00 P.M. A list of those attending the meeting is attached hereto and made a part of this report and minutes. I hereby certify that the foregoing is a true summary, to the best of my knowledge and ability, of the proceedings of the meeting of the Iowa City Facility Plan Citizens Committee held on August 4, 19i' -2- 141CROf MED By JORM MICR#LAB [fPAP PMiPS • ^CS MOINU 1•11LR0FILMLU BY JORM MICROLAB CEOAk RAPIDS ANO Al :!U,!,Lu, J^" ATTENDANCE LIST WASTEWATER FACILITY COMMITTEE MEETING Thursday, August 4, 1977 Eugene A. Dietz City of Iowa City Harry Boren City of Iowa City Neal Berlin City of Iowa City Norman Miranda City of Iowa City John Houck Resources Conservation Commission Marianne Milkman Department of Community Development Loren IJ. Horton Riverfront Commission James A. Stebbens University Heights Jim Hynes Iowa City Neil B. Fisher University of Iowa Larry R. Abbott Office of State Archaeologist R. J. Plastino City of Iowa City Marvin Thornton Veenstra & Kimm Jim Kimm Veenstra & Kimm t41CROFILMED BY .� JORM MICR+LAB CFDAR RAPIDS • DCS MOINCS I'Ii LI(W ILM• U BY JORM MICROLAB LEDA,t RAr1U� ANO UL PRESENTATION TO CITY COUNCIL ON FACILITY PLAN SUMMARY On Monday, August 15, representatives of Veenstra & Kimm, the City's consultants for preparation of the Facility Plan for the City's sanitary sewerage system, will meet at informal session with the City Council. The purpose of the meeting is to discuss the background and reasons for preparation of a Facility Plan and the major aspects of preparation and implementation of the plan. Major decisions must be made within the next few weeks to permit completion and implementation of the plan within the established schedule. Five major aspects will be discussed using a slide presentation. These are as follows: I. Treatment technology and the recommended treatment process. 2. Selection of a site for a new treatment facility. 3. Methods for handling solids at the new treatment facilities and, also, disposition of solids from the municipal water treatment plant. 4. Conservation of energy and resources. 5. Priorities for construction of relief sewers. I INTRODUCTION i i The consultants will discuss some of the background information relative to the Iowa City sanitary sewerage system and the impact of the enactment and implementation of Federal Water Pollution Control Laws and Amendments. The components and scheduling of the Facility Plan will be presented. f TREATMENT PROCESS The effluent requirements of the regulatory agencies will be explained in detail. The fact that effluent requirements, because of low flows in the Iowa River, may become more stringent will be discussed. —" The consultants have considered several treatment processes capable of meeting the effluent requirements. They will recommend the activated sludge - activated bio -filter method as being most cost-effective for and applicable to the needs of Iowa City. They will request concurrence by the City Council for use of this process. 141CR011LME0 BY JORM MICR46LAB MAR RAPIDS • 'SES MOINES I;tiLi<UFILMLU BY JORN NICRULAB CLUAi1 RAPIU�) ANO ULA Al,,:I Slides showing the proposed process will be shown. Slides of the present plant will be presented. The consultants will show that the existing plant does not meet effluent requirements. SITE CONSIDERATIONS Three wastewater treatment plant sites, referred to as the North Site, Intermediate Site and South Site, will be presented. The characteristics of each site will be discussed including distance from the City, cost of outfall sewers, service areas, environmental effects, archaeological findings and other aspects. The consultants will request certain decisions by the City Council relative to site selection. SOLIDS HANDLING The consultants will discuss the handling of solids at the new treatment facility and the handling of solids from the water treatment plant. It will be recommended that water treatment plant solids be discharged to the sanitary sewer system for treatment and disposal with the wastewater treatment plant solids. Recommendations will be made for handling sewage sludge and water treatment plant solids at the new plant. It will be recommended that the primary disposal point for solids from the new plant be the City's sanitary landfill. A secondary disposal point is agricultural land. The consultants will seek concurrence of the City Council regarding recommended methods for disposal of solids. CONSERVATION OF ENERGY AND RESOURCES Proposed measures for conservation of energy and resources will be presented. These will include automation to reduce personnel and power requirements, reduction in normal heating and cooling loads, reduction of excessive infiltration/inflow, use of gravity flow where possible, consideration of solar energy and other measures. The consultants will request input from the City Council relative to additional measures to be adopted for conservation of energy and resources. RELIEF SEWER PRIORITIES Engineering aspects involved in the construction of relief sewers will be _ discussed. The consultants will request advice and counseling regarding the establishment of priorities in the construction of relief sewers. -2- 4 MICRorILMED By JORM MICR+LA9 MAR 6ARIn5 • !1[S'401Nf5 CLDAR RAPIUS AND ULS flUili� , un and discu! questions ai END -3- 5.... ` 4�' dICRUILMED BY DORM MICR+LA Lf DAF RAPIDS • DFS M0PI 1•I1i. WFILMEU by JORM MICROLAb INTRODUCTION • LLUAR RAVIU� AND UL� IU..IL., PRESENTATION TO CITY COUNCIL Introduce self and other V&K participants. Express appreciation for opportunity to meet and discuss Facility Plan with City Council. Tell the City Council that it has the option of interrupting or holding questions until the presentation is finished. Explain what we need from the City Council following this presentation: 1. Treatment Technology 2. Site Selection 3. Solids Handling J 1 4, Resource Conservation 5. Relief Sewer Priorities. Tell the City Council that we are going to use slides for the presentation; we hope the slides will make it more interesting and help bring out the more important points. HISTORICAL BACKGROUND Years ago, before water pollution control laws were enacted, cities built combined sewers. These combined sewers carried sanitary sewage, storm water runoff and groundwater. This was the easiest and most economical method for disposing of "used" water from municipalities. Iowa City had combined sewers. Some of the major combined sewers in Iowa City which were built a long time ago, are: Sewer Outfall Sewer Fifth Ward Beer Creek Market Run Year of Construction 1891 1897 1900 1901 All of these sewers were tributary to the Iowa River, and functioned satisfactorily to get rid of used and unwanted water in Iowa City. Then, along in the 1930s, Iowa started enforcing the water pollution control law which was originally enacted in 1925. Sewage treatment was required. I41CB01'ILnEO BY JORM MICR6LAB ffnAP P.APina f1FS Id01 NCS 1qh OCUr iLMLu by JORM 14ICkOLAB LLUAr kAPIUS AIJD UL So then, Iowa City, along with all the other cities in Iowa, had a problem. Whenever it rained, the treatment works were deluged. It wasn't economically feasible or possible to design treatment facilities with the hydraulic, capabilities to treat all of the storm water discharged to the City's combined sewers. Bypassing occurred. It became apparent that sanitary sewage and storm water should be conveyed in separate sewers. So, beginning sometime in thr systems re lt h the on sanitary e sewage, andst rmisewertsystemsnwereibuiltatothey handle storm water. In 1935, Iowa City built a sewage treatment plant designed for a population of 28,000 persons. Average dry weather design flow was 3.5 mgd, but at times, due to the combined sewers, flows reached ten times the design flow. When flows exceeded the hydraulic capacity of the treatment plant, they were bypassed directly to the river. Even with the new concept of having sanitary sewers designed to receive only sanitary sewage, problems continued. The sanitary sewers received other flows. Joints leaked, roof drains were connected, storm water infiltrated through perforated manhole covers, yard drains were hooked up, basement walls cracked and leaked. All of these sources contributed to high flows in the sanitary sewer systems of Iowa during wet weather.Basements flooded, manholes overflowed and treatment plants were bypassed. after World War II, stay inrtheesoiliortleaknthroughng drains. basement walls noll w haduadfreer that used to stay outlet to the sanitary sewers. And more basements baAnddthe watersup and rofmanholes overflowed and more treatment plants were bypassed. luted. Now, the federal government doesn't really worry America became pol about flooded basements very much, or overflowing manholes, but it did get upset about its waters becoming open sewers. Fish died, beaches were closed, water -borne diseases flourished. Most of the problems were due to three things: 1. Inadequate treatment facilities. 2. Poor operation, bypassing of the treatment facilities. 3. Extraneous water in the sewers causing yP 9 In 1970, Iowa City spent a lot of money on separation of combined sewers. Public Law 92-500, the Federal Water Pollution Control Act Amendments of 1972, For many years, treatment fa the federal government had participated started some action. in the cost of interceptor sewers and t4l hefederalgoverwhen government Iowa City upgraded its sewage treatment facility, f the project, In recent years, the federal contributed 30% of the total cost o amounted to 75% of eligible project costs. But, effective participation has February 11, 1974, final construction grant regulations were p -2- Y 141CROMMED BY JORM MICRl LAB fEDttt1 R�tiPS �« Id019F5 I'iw(UI'iLML: by JURM MICROLAB LLUAri RAFIU� AND uL the Federal Register and they had some teeth in them. No longer would federal grants be made without a heck of a lot of conditions being met by the applicant. No more construction grants would be made without the following: 1. That all infiltration/inflow be removed from the sanitary sewer system within the limits of cost-effectiveness. 2. That no bypassing of the treatment works would be permitted at any time. 3. That the effluent standards established by state and regulatory agencies be met on a continuous basis. The 1974 grant regulations further established a three-step grant process, as follows: Step 1 grants were established to partially fund the preparation of a Facility Plan and related elements. Step 2 grants partially fund the preparation of construction drawings and specifications. Step 3 grants provide partial funding for the actual construction costs and related expense for building interceptor sewers and treatment facilities. Iowa City is now in the midst of Step 1 - Facility Planning and related elements. FACILITY PLAN (1) In March of 1975, you entered into a contract with our firm for preparation of a Facility Plan. The first slide shows the major components of a Facility Plan. The first phase - the Infiltration/Inflow Analysis - simply determines whether or not there is excessive infiltration/inflow into the sanitary sewer system of Iowa City. Now, you and I both know there is. But you had to spend $60,000 to prove it, to document it and put it in black and white with some numbers attached. We completed that analysis in late 1976. While we were conducting that study, we were working concurrently on the preparation of a Complete Waste Treatment System Plan. That plan includes a description of the treatment works for which plans and specifications must be prepared, including schematic flow diagrams, unit processes, design data and other information. It also includes a description of the complete waste treatment system, covering all elements of the system from the service area and collection services, through treatment to ultimate discharge of the effluent and sludge. The Complete Waste Treatment System Plan is partially completed. -3- _r` 14]CROFILIEED BY JORM MICR+LAB CrDAR VAPID' • 71 Y1DINFS hl; �i<Ui IL:'ILU BY JOHM 14ILkOLAB LEUAit RArIu� Ala) OL� After it was confirmed that there was possible excessive infiltration/inflow in the sewer system, it became necessary to enter into the next phase - the Sewer System Evaluation Survey. This study, now underway, pinpoints the sources of infiltration/inflow and tells you which is the most cost-effective method for dealing with each source - removing the flow from the system or transporting it and treating it prior to discharge to the river. The Facility Plan also includes an Environmental Assessment as to the impact of proposed construction on the environment. When these four phases, the I/I Analysis, the Evaluation Survey, the Complete Waste Treatment System Plan and the Environmental Assessment, are completed, the final report is prepared and submitted to the regulatory agencies for approval. Once the final report (Facility Plan) is approved, you are on your way toward implementation of the plan. You then go to plans and specifications, construction of the facility and the plan of operation to _ guarantee that effluent standards are met and that no bypassing occurs. FACILITY PLANNING SCHEDULE I ^ (2) This slide shows, in general, the facility planning schedule for Iowa City. I apologize that you can't read it but vie are going to show you some slides later on that, hopefully, will be readable. The top block is the Infiltration/Inflow Analysis which has been completed and approved by the City and the regulatory agencies. The second block is the Complete Waste Treatment System Plan which was started shortly after the initiation of the I/I Analysis. We hope to complete this plan in late 1977. The next block is the Sewer System Evaluation Survey and while it looks short in comparison with the other plans, it is expensive to determine the sources of infiltration/inflow. - (2A) This slide shows the timing of the I/I Analysis and the Complete Waste Treatment System Plan. (2B) Now, hopefully, you can read this one. It introduces some of the complications that are involved in a project. Iowa City needs new river corridor sewers. You should know that the East Side Interceptor Sewer, along the east bank of the Iowa River, surcharges in wet weather. It seems to us that there is a possibility that construction of the river corridor sewers would be eligible for federal aid. So, in the yellow rectangle, you will see some items that are hopeful. First, we'll prepare a preliminary Facility Plan, directed especially to the river corridor and new sewage treatment facilities. We will assess the effect upon the environment. The City will hold a public hearing, we will review the environmental aspects and design considerations with the regulatory agencies, the City will apply for a Step 3 construction grant for the corridor sewer and a Step 2 construction grant for the new -4- Y I4ICROI ILHEO BY JORM MICR6LAB NnAR V.AD@°. ^FS MOMIS MiukUFlLML U BY JURM MICROLAb I,LUAM RAPUz� ANo Ju >'w sewage treatment facilities. Following approval of the preliminary Facility Plan, we hope to start work on the design of the sewage treatment facilities. Keep in mind that Step 1 is the Facility Plan, Step 2 is plans and specifications and Step 3 is construction. While we -are building the river corridor sewer, we will be busy with the plans and specifications for the treatment facilities and the relief sewers that are so badly needed. (3) Like we said a few minutes ago, new treatment facilities, if they are to be . eligible for federal aid, must meet certain effluent requirements. Sewage contains organic material which, if discharged untreated to a stream, creates an oxygen demand, more properly called "Biochemical Oxygen Demand." A continuous supply of oxygen is required to sustain the biological organisms that break down the organic material. The sub 5 after the term "BOD" indicates that the laboratory procedure is made after the samples are incubated -- for five days. The "S.S." indicates suspended solids and this determination '. is an important indicator of pollution. NH3 refers to ammonia nitrogen. Over the past few years, engineers and the regulatory agencies have become more conscious of the nitrogen cycle and the fact that, through the natural processes of nature, ammonia is reduced to nitrite and finally nitrate nitrogen. If this is not accomplished in a treatment facility, it must take place in a stream. That process robs oxygen from the stream and renders it unfit for normal water uses. The "F.C." refers to fecal coliform. These are the organisms which live in the intestinal tracts of humans. They may, or may not, include organisms which are disease producing. To play safe, it is necessary to kill them. That is a part of the sewage treatment process. EFFLUENT REQUIREMENTS (4) The regulatory agencies have established effluent requirements for treatment facilities at Iowa City. Those requirements are shown on this slide. The requirements are that the BOD can never exceed an average of 18 mg/1 or a maximum of 27 mg/1, and that suspended solids can never exceed an average of 25 or a maximum of 40 mg/1, and that ammonia can never exceed an average of 7 ora maximum of 12 mg/1. At the existing plant, average BODS are sometimes 40 mg/l and average suspended solids are sometimes 50 mg/l. The plant won't consistently convert ammonia. Monthly average of ammonia has been as high as 29. The requirements also state that Iowa City is going to disinfect the effluent to the point where the fecal coliform count is practically nothing. Keep in mind that these effluent requirements were established a long time ago with a minimum flow from the Coralville Reservoir of 150 cfs. But since then, we have had a drought. S •r'' MICROFILMCD BY JORM MICRmLAB CFmltll pAI;P'. 9FS !dB I'IFS MiuSUrILALU BY JORM 141CROLAB LLUM RAPlu� AIiU JL, (5) Early this year, the minimum flow was reduced to 100 cfs, and later, to 75 cfs. These reductions were to insure continuous flow out of the reservoir to — assure a water supply for Iowa City. It is possible that the minimum flow will be further reduced. Now, the lower the flow in the river, the more stringent the effluent requirements. The Iowa Department of Environmental Quality and the U.S. Environmental Protection Agency will certainly look to the minimum flow as a basis for the establishment of effluent requirements. (6) As minimum flows are decreased, effluent requirements become more stringent. MOST STRINGENT EFFLUENT REQUIREMENTS (7) It is possible, at Iowa City, that the effluent requirements, shown on this slide, may prevail, due to the drought, instead of the ones previously shown to you. So, we may be looking at a BOD of 10, instead of 18, suspended solids of 10 rather than 25, and ammonia nitrogen of 2 in lieu of 7. EFFLUENT REQUIREMENTS (8) The existing plant will meet neither the present effluent requirements nor the most stringent requirements that may be imposed. (9) New treatment facilities are required to meet effluent requirements. It should be some comfort to you to know that a plant designed to meet the present effluent requirements will also meet the most stringent requirements that may be imposed in the future. When you design a plant to meet a BOD requirement of 18, a suspended solids content of 25, and ammonia nitrogen content of 7, that plant will meet the most rigid requirements that have ever been set for any city in Iowa. If these become more stringent, you add carbon filters on the end of the treatment process sometime in the future. For now, you design to meet the standards; that's all EPA will fund. (10) NEW TREATMENT FACILITIES MUST - 1. Meet effluent requirements. 2. Be cost-effective. We used to talk about what was cheapest or most economical. Now, if we want a government grant, we talk about what is most cost-effective. Cost-effectiveness, basically, means lowest present worth. Present worth is the sum, which, if invested now, at a given interest rate, would provide exactly the funds required to make all the necessary expenditures during the life of the project. Present worth includes capital costs, replacement costs, operation and maintenance costs, and salvage value of structures and land. The plan with the lowest present worth is the most cost-effective, provided that the plan meets water quality standards and doesn't cause unfavorable environmental and social impacts. fm 141CROrILMLO BY JORM MICR+LAB fr11A0 RAPIT, • nr5 tiomis 1.11L,Wi iLMLD BY JORM 141CROLAB CLUAR RAPIDS A4U JLC 14AJOR CONSIDERATIONS FOR TREATMENT FACILITIES talked (11) Keeping the things we have alreadyyabout dlan and tell youcofethe' today to provide information regarding the Facility conclusions we've reached, based on our findings to date. We would like to talk to you about the treatment process recommended, the sites that have been considered, the methods considered for handling solids, including both the solids energy and resourcesmunicipal andand thenprioritiesrsity water thattyoutwish nt toaset, if any, conservation of energy the construction of relief sewers. TREATh1EN7 PROCESSES CONSIDERED (12) The existing plant, even with the most extensive ant is required.nts will not meet the present effluent requirements. Anew plant is req We are planning to design a plant which will the regulatory mossagencies. There effluent requirements that may be imposed by is no problem in this approach since a plant designed to meet the original effluent requirements, established in 1974, will meet the most rigid out of a list fperhaps treatmet requirements that caw nbesimposed. imposed. Weconsideredrotating bprocesses iological discs, activated sludge with pure oxygen, activated sludge with an activated bio -filter and two-stage activated sludge types of treatment. Now we are not going to talk about all of these processes, but we would like to tell you what we are thinking about in the treatment process recommended. (13) COMPARISON OF ALTERNATIVES We looked at the four processes from a cost-effectiveness standpoint and based on our experience in designing sewage treatment facilities. he to seems to us, based on the cost-effectiveness icurves best alternaties ivetto,buildnatsvoes, that the activated bio -filter p to. build. with the we are recommending that - the activated sludge process supplemented (14) activated bio -filter. That was the third process on the previous slide.s1i e. it's reliable; it requires less personnel than all of the other processes which will produce the required effluent; it has the lowest energy of q any of the alternatives available; it is the most cost-effective; its t are nominal and it produces the required detrimental effects to the environmen effluent on a given day. (14A) Here's a slide showing the ABF Process Flow Diagram. Basically, the bio -cell replaces one stage of activated sludge. You don't have two sets of aeration basins and clarifiers - the bio -cell replaces one set. -7- 141CROUIL14L0 BY JORM MICR+LA6 CfDAP RAPID`, ^f5 1401tlrS MILIWI ILMLU BY JORM MICROLAb LLUAR RAPIDS AFIU U'u (14B) Here's a slide showing an actual bio -cell in Hood River, Oregon. It's really a stack of individual redwood racks about 14 or 15 feet deep. Redwood is _ used since the biological organisms can adhere to it and because it's lasting. This particular unit has a concrete foundation and a 16 -sided wooden enclosure. _ Now, this may not be the most practical plant for all cities in Iowa. At Cedar Rapids, with larger amounts of industrial wastes, they're using pure oxygen. In a small city, rotating biological discs may be the answer. But, _ based on our studies at Iowa City, and knowing the characteristics of the City, the activated sludge - activated bio -filter process is, in our opinion, best. EXISTING PLANT (15) I guess, before we talk further, you should see the existing plant, its limitations and its relationship to the environment of Iowa City. The next slide shows, looking northeast, the plant and its relationship to the surrounding environment. You can readily see that there is little or no room for 1 expansion, even if the enlarged plant could meet the effluent requirements. i -' (15A) Sewage treatment, as we have known it in the past, involves, basically, four processes. First, you settle it; this is the most economical part of sewage 1 treatment. You simply direct the sewage to tanks, allow it to remain there for a couple of hours, and a lot of the solids settle out. (15B) After settling, biological treatment is required. At Iowa City, and in practically all of the cities in Iowa, until a few years ago, this process was accomplished by the use of trickling filters - a rock bed about 7 feet deep fed with rotating distributors. The sewage is spread on the rock and the aerobic organisms eat up the organic material. Such treatment might achieve, during the year, an average effluent of 40 mg/1 of BOD and 50 mg/1 of suspended solids, which is no longer good enough. The process will not consistently reduce ammonia content. (15C) As organic materials are changed, biological solids are produced. So, final clarifiers were provided to remove these solids. The settled effluent then passes to the Iowa River. (15D) At Iowa City, the solids received from the users and those produced within the plant, are pumped to three tanks, called digesters. The solids are primarily organic, and they "digest" in these tanks. Supplementary heat is provided to gain, nature works and the volatile matter promote the digesting process. A in the solids is reduced and the sludge (solids) approaches a stable state. Following digestion, the solids are discharged to sludge lagoons on the east bank of the Iowa River. U Mi CROFILMEO BY JORM MICR4LA6 EFDAR PArnns • ort HOMES I- Mlujd U;ILMLU BY JORM MICROLAB LLUAR RAPIU5 AND ULS In summary, the existing plant cannot meet the effluent requirements established by the regulatory agencies. There is not enough room to expand and improve the plant to meet the effluent requirements. Solids handling facilities are not adequate. It's not feasible to use the existing plant and build a tertiary plant downstream: 1. It's not cost-effective. 2. The existing units are too small by today's standards. 3. You'd be staffing two plants. (15E) Here's a view of the existing plant and its relationship to a possible new plant site, discussed later. _J j INDIANOLA PLANT , (16B) Here is a flow diagram of a plant that is similar to what we are proposing (16) for Iowa City. Note the storm water holding lagoon proposed to retain peak (16A) infiltration/inflow and eliminate bypassing. SITE CONSIDERATIONS (17) Site surveys have been made in an attempt to determine feasible sites for new sewage treatment facilities. Selection of a site is not necessarily an engineering matter. Many other aspects enter into it. During the site surveys, the following aspects have been considered: 1. Cost of land. 2. Development costs. 3. Topography. 4. Distance from developed City. — 5. Community growth patterns. 6. Land use plans and trends. (18) We also considered, in accordance with the requirements of the regulatory agencies, the following: i 1. Plant and animal communities. 2. Threatened or endangered species. 3. Wetlands; floodplains; stream corridors; archaeological, historical, - cultural or scientific areas. 4. Air and water quality. -9- 141CROrILMCD BY . I JORM MICR�LAB crnnR RAVPD • Vr Moms M r i f•1I�i(UF ILMLD BY JORM 141CROLAB CLOAk RAPIUJ AND uL�, :iu=;,��, ""• (19) SITES CONSIDERED We looked on both sides of the Iowa River in an effort to locate suitable sites for a wastewater treatment facility.. This slide shows three sites which could be used for a treatment plant. (20) This slide is a map showing the three sites. The North Site is on the east side of Sand Road, approximately 1,500 feet south of the south development line by the year 2000 estimated by your Department of Community Development. The Intermediate Site is further downstream. The South Site is most remote from the City. It lies near the mouth of Snyder Creek. 7 (21) THREE SITES This slide shows the three sites on an aerial photo at a scale of 1 inch = 660 feet. NORTH SITE (22) Here are several slides showing aerial views of the North Site. The N on the (22A) slide indicates that it is the North Site and the arrow on the slide points (22B) north. The North Site is across Sand Road from an extensive sand and gravel (22C) quarrying operation. It's close to some dwellings. Note the housing ^; development to the south. There were no archaeological findings at the North Site. Probably, EPA will participate in the entire cost of the outfall sewer to the North Site. This site will serve, by gravity sewers, about 2,300 acres in the south and east parts of Iowa City. The site is not subject to flooding. INTERMEDIATE SITE (23) The next three slides show aerial views of the Intermediate Site. Note the (23A) dense growth of trees through the site. This site is close to dwellings. (23B) Pottery chips and fragments were found on this site near the river bank in the northwest corner. EPA may not participate in the extra footage of outfall sewer to the site. The extra cost is estimated at $1.5 million. The site is subject to flooding. 10- ,• r` w MICROFILMED BY i DORM MICR+LAB CEDAR RAPIDS • DCS M01NE5 M I I.11tkUIILMLU BY JORM PIICROLAB CLUAk RAPIDS ANU UL's :!U: .0 JAI SOUTH SITE (24) These three slides show the South Site. It is most remote. It will serve, (24A) by gravity, the 18,000 -acre drainage area of Snyder Creek in south and east (24B) Iowa City. It is reasonably separated from existing dwellings. The cultural survey revealed archaeological findings. There may have been white or Indian settlements on it. Again, EPA may not participate in the extra footage of outfall sewer to the site. The extra cost of the outfall sewer to the site, over that of the North Site, is estimated at $2,000,000. Some of this extra construction cost may be partially offset by lower cost for land. The site -" is subject to flooding. (25) SITE ANALYSIS urveys made on the sites, we attempted to itemize the Following the s characteristics of the three sites - the North Site, Intermediate Site and J South Site. Now, we didn't list advantages and disadvantages, we listed characteristics. What may seem an advantage to some of us may seem a _ disadvantage to others. i (26) NORTH SITE CHARACTERISTICS This slide shows the characteristics of the North Site. It has the lowest cost for outfall sewer construction. But if development is desired very far south and east, pumping of the sewage may be required. There's a subdivision just to the south. In addition, some properties, at least two, would have to be bought. It restricts growth. It is close to the developed City. There were no archaeological finds on the North Site. The North Site is not subject to a 100 -year flood. The North'Site can serve some 2,300 acres by gravity. (21) INTERMEDIATE SITE CHARACTERISTICS The outfall sewer costs more to convey the sewage to the Intermediate Site. It is close to some dwellings. It will cost more to develop than the two other sites. There were archaeological finds on the Intermediate Site which will require more detailed surveys and may preclude its use. It is subject to flooding. MICRoflu41D BY JORM MICR+LAB ff B(1R PAI'i 11S flf5 FIOIIIfS i MILROFILMLD BY JORM MICROLAB CEDAR RAPIUS AND uL� AQ!:iu-, .. (28) SOUTH SITE CHARACTERISTICS The outfall sewer costs the most. There is a possible historical site.on the property. There were archaeological finds on the site which will require more detailed surveys and may preclude its use. It is remote and allows for more growth to the south of the developed City. It is subject to flooding. It will serve, by gravity, the Snyder Creek drainage basin. It is a more permanent site than the other two. (31) SOLIDS HANDLING s that people generate through living, produce solids. Kitchen The liquid waste and bathroom wastes are discharged osroitals57dAscstated before, themost are discharged from industry P economical method for removing these solids from the flow is through t be done with them. This is a situation clarification. But something mus which is common totwl que owater ll eHowever,s in Iowa. at treatment plantsservingtheCity. the which problem of having treatment plants produce solids. The regulatory agencies no longer want these solids discharged to the river. Iowa City was to stop discharge of these solids on April 1, 1977. J So, in addition to the normal problem of solids handling, Iowa City has a unique problem in the handling of solids from two water treatment plants — located on the Iowa River. (32) METHODS FOR HANDLING WATER PLANT SOLIDS There are three methods of handling eplant solids. The City ars bytthe er tpresent tmethod-, discharging them has disposed of them for many y into the river. This isn't acceptable to the regulatory agencies. -12- Y 141CROFILMED BY JORM MICR+LAB MAP PANDP • PFS MOVO hi!LkUl 11 -ALU BY JORM I•IICkOLAB CEDAk RAPIUS AND )L'�) >iv :u„ )ell You can do on-site handling of the water treatment plant solids. The University of Iowa may choose to do this. It is improbable that the City will choose to select on-site handling as the most feasible method of disposal of water treatment plant solids since federal grants are not available for on-site handling. The third alternate for the discharge of water treatment plant solids is discharge to the City sewers. This has more advantages than the other two alternates. It is cost-effective. The construction cost is eligible for federal participation. j The various methods of handling water treatment plant solids were evaluated in our 1976 report entitled "Solids Disposal - Municipal Water Treatment Plant." (33) DISCHARGE TO SEWERS �J This method is most cost-effective. But, it presents problems. First, alum inhibits plant growth. Even a small amount of alum in a sludge may preclude disposition to land. { �Regardless of the method of sludge treatment, the primary disposal point E should be the sanitary landfill of the City and not to land. Discharge to land is a standby. Approval for the practice is becoming more difficult to 71 come by. i (34) SOLIDS STABILIZATION (ALL SOLIDS) I Solids in sewage are, for the large part, putrescible. Even the solids from the water treatment plant are somewhat putrescible. For many years, sewage - solids have been accepted at sewage treatment plants and discharged to v digestion tanks. In these tanks, the solids stabilize themselves through anaerobic bacterial action and become relatively non-offensive. (35) So, we are looking at an ultimate solids disposal solution for both sewage solids and solids from the water treatment plants. Our recommendations are as you see them on the slide. Our first recommendation is a filter press with the dewatered sludge cake being discharged to the municipal sanitary landfill. Our second recommendation is use of a filter press which dewaters the sludge and then spreading it on agricultural land and it's difficult to predict — whether or not this is feasible until you actually have the sludge and try it on the fields. If the alum content is low enough, maybe you can get by with it. Also, you should have guaranteed areas for disposal. But you shouldn't plan on the continuous deposition of human waste to agricultural land; you just should not count on it. Some cities have decided that they are going to dispose of all the sludge that they have to agricultural land. It's not a continuously dependable method and in the future, these cities will be looking at other methods. -13- FIICR01"ILI-ILI) BY DORM MICROO LAB rrnnp BAPMII • M, MONIES MILFtUt ILMLO BY UOR14 141CRULAB LEUAk kAPIJ� ANU Ou Two methods of sludge stabilization at the new treatment facilities have been considered. These include digestion as is practiced at the existing plant and lime treatment of undigested sludge. Lime treatment of the sludge at the new treatment facilities is most cost-effective and therefore recommended. Regardless of the method of sludge stabilization used, final sludge disposal should be by filter pressing and burial in a sanitary landfill. There has been interest shown in Iowa City regarding a resource recovery system (a solid waste disposal facility). Such a facility would handle all of the solid wastes from the community including garbage, refuse, sewage sludge and water treatment plant solids. Now, this is a possibility. But keep in mind that the solids and energy generated by a wastewater treatment facility are very small when compared to the total solid waste load from a city. Through the house drain, people produce about 1/6 of a pound of solid waste per day: Counting solid waste of all types, we may, including commercial, institutional and industrial sources, discharge ten pounds of solid waste per day. The two problems are not the same. It will take considerable time to study a resource recovery system and implement its construction. The I constraints on timing involved in the preparation of the Facility Plan and implementation of the plan do not leave time for the studies and considerations _i required for a resource recovery system so that the two can be completed concurrently. Also, it isn't practical to build a resource recovery system just so you can dispose of sewage solids. It's possible you may want to consider buying additional land (or taking option) at the wastewater treatment plant site. 'J RESOURCE CONSERVATION i (36) Probably, the most important and the most expensive resource our country has, is personnel. Cost of personnel is of great concern to cities who have to budget for municipal services. So we are going to conserve personnel in the new treatment facilities. The price of electrical power has increased dramatically in the past few years. So it is to the interest of both of us to reduce this cost to a minimum. If you haven't already, you should look at your municipal water treatment plant which is, to our knowledge, the only fully automated treatment plant in the world. The improvements that were made totaled about $1.5 million and it is estimated, by your people, that the City will receive such benefits that the construction cost will be recovered in a few years. We propose to automate the sewage treatment plant so that you will save money in personnel cost, electrical power and other costs. We propose to provide proper capacity for heating, ventilating and air conditioning, but we further propose that these units will be operated at less than capacity so as to save energy costs. Temperatures will be short of ideal. -14- `• MICROE I LMEII BY JOIiM MICR#LAB fFML 1lArIPS nf5 MOI'ICS M1.kUiILMLO BY JORM MICROLAB CEDAR RAPIDS AND u'L� ;UiaL (37) We will provide a solids handling facility that will be most cost-effective and resource saving. We will look to the possibility of using solar energy for heating and cooling the buildings at the new treatment plant. It is important that excessive infiltration/inflow be removed from the system to reduce power costs. The improvements proposed will utilize gravity sewers whenever possible, to eliminate the need for pumping stations and resulting power usage. (38) TRUNK SEWER ANALYSIS AND PRIORITIES j The establishment of priorities for trunk and relief sewer construction is not ,j all engineering. We need your input. We must remove all cost-effective infiltration/inflow sources. We must investigate those areas where sewers j are proven to be overloaded, even with infiltration/inflow removed. We :_j must investigate those areas where raw sewage discharges to Ralston Creek. We must investigate those areas where basement backups may occur. But we need your help to establish the future growth areas of Iowa City, and the priorities of development which you may deem prudent. j (40) VALUE ENGINEERING Environmental Protection Agency regulations require that wastewater treatment �j projects with an eligible cost in excess of $10 million must be analyzed from the standpoint of value engineering. This will be a requirement at Iowa City A value engineering analysis is a review process, conducted by a team of professionals especially qualified to make such an analysis, applied to the j J design of wastewater treatment facilities to insure that the most cost-effective design has been adopted. To assure a meaningful analysis, the I value engineering team is staffed by personnel who were not involved in the design of the facility being analyzed. The value engineering analysis is intended to evaluate cost and function relationships and result in cost savings without sacrificing quality or reliability of the project. Value engineering is also directed toward the conservation of resources. (39) WE NEED YOUR INPUT _. We need your counseling and advice, over and above the engineering considerations, in the following matters: 1. Treatment Technology. (Concurrence with recommended method.) -1s- MICRBLIL14LO BY JORM MICR+LA9 C DAP PAPID°, • NL AOMFC 14!LkUFILi4LU BY JORM MICROLAB CEDAR RAPIDS MU ULS AUI!iu, :w,,, /2. Site selection for a treatment facility. (North, Intermediate or South.) /3. The handling of solids from the water treatment plants. (On-site handling or discharge to sewers. - on-site handling isn't eligible for federal aid.) 4. Resource and energy conservation. 5. Relief sewer priorities. We.thank you very much. We don't very often get the opportunity to meet like this with a City Council, and we applaud you for your interest and we will be happy to field any questions or comments that you may have. END MICROFILMED 0Y ' JORM MICR+LAB CEDAR RAPI05 • DE5 MOINES ?,lILROFILi,IED BY JORM MICROLAB CLDAR RAPIDS AND DLS •ivaiLl, TRANSCRIPT OF PUBLIC HEARING ON SEWAGE TREATMENT PLANT SITES MICROFILMED BY JURM MICR+LAS CEDAR RAPIDS • M MOINES I � I I ?,lILROFILi,IED BY JORM MICROLAB CLDAR RAPIDS AND DLS •ivaiLl, TRANSCRIPT OF PUBLIC HEARING ON SEWAGE TREATMENT PLANT SITES MICROFILMED BY JURM MICR+LAS CEDAR RAPIDS • M MOINES r41wQ1fILMLU BY JORM MICROLAB LtDAR RAPIuS AND L)L`s Aul IL -, .�., IOWA CITY, IOWA -` TRANSCRIPT Of PUBLIC HEARING ON SEWAGE TREATMENT PLANT SITES Date of Nearing: September 27, 1977 Mayor Neuhauser Now is the time and place for the public hearing for a viastewater treatment plant site. Item No. 7 - Public Hearing on the different proposed sites of, the wastewater treatment plant. I would like to have a shove of hands of the people who are here because they are interested in this project. Now, I'd like to ask another question. Would you like to have a brief presentation of the three sites and many of the effects? Just raise your hands. City Manager Berlin Mayor, Dennis Kraft will make the presentation. Dennis Kraft Iowa City Department of Community Development The three sites which were evaluated by the staff of Veenstra P, Y.inlm, a consulting firm, are all located south of the present City limits of Iowa City. _ The three sites are east of the Iowa River and located on either side of Sand Road vihich is a continuation of Gilbert Street. I might add that the City Council has seen the presentation twice so we are not trying to ignore them but felt the audience could see better this way. The first thing vie evaluated here was the population projections for Iowa i City, and if the sewage treatment plant could serve the people. We found that the present population of Iowa City is just slightly under 50,000; vie estimated f this time. The present area served by the approximately 49,000 people as o sewage treatment plant is around 50,000. The population of Iowa City by the year 2000 is expected to be approximately 60,000 people. That has a range of 50,000 to about 70,000, depending upon which population projections are used. We also found that by the year 2030, the anticipated population of Iowa City 70,000. The highest estimate was slightly over 90,000; might be approximately - that was the most optimistic estimate. We also calculated the number of persons per dwelling and found that number has decreased; it was about 2.8 persons per dwelling in 1960; that number is going down. This is a result of fewer persons per family, the result of the lower birth rate and also, probably some impact of the City Government Housing Program where more people are living in smaller families. q• -tY _,.> Id I CRO rILMED BY 1 JORM MICR#LAB MAR RADIOS • lr5 MOINES f•Ii utU i il_PILU BY JORM PIICROLAB CEDAR RAPID!) did, We then also looked at the number of dwelling units expected to be in Iowa City. We found, that by the year 2000, it's going to be somewhere between 20,000 and 26,000; for the year 2030, the number is going to be between 25,000 and about 30,000. The key figures here are about 60,000 by the year 2000 and 70,000 by the year 2030. What we then did was to plot the sewer service areas. The area we show in red -orange is that presently served by the City of Iowa City by the existing treatment plant. This area involves 8,600 acres. This results in a total population that can be served of 55,000 people. This includes the population of Iowa City and University Heights, plus the area presently undeveloped which can be developed. We then took the additional area of the Ralston Creek watershed which could be served if the sewer lines were loaded to capacity. In some cases they are and in some cases they aren't. This added an additional 6,400 acres for a total of 15,000 acres which also has a total population of 35,000 people, or a computed population of 90,000. We noted that this equals the high population projection for the year 2030. As 1 ' r indicated, this could be served by gravity but the sewage lines in some cases are loaded to capacity. What we then did was look at the area which is shown in yellow, which could be served by the North Site for the sewage treatment plant. This has an — additional 6,500 acres for a total area of 22,400 acres. This also added an additional 40,000 people, which could be served by the new sewage treatment plant at the North Site, or a total population of 130,000 or 40,000 above what we believe will be the high population by the year 2030. We then took the area which is located in Iowa City (the western edge of Iowa City) which is actually tributary to the Clear Creek watershed. In other words, it could be more efficiently served by Coralville, because of the topography there. We did not include this in our calculations of the stated 3,350 acres because the potential population is under 10,000 people. Next, we looked at the area which is shown in green which could be served by the Middle Site; this added an additional 7,800 acres. This also added an additional 50,000 people. This is an accumulation in the service area of 180,000. Likewise, we then took the South Site, shown in blue. This added an additional 4,100 acres. This also added an additional service population of 20,000 people, or a total population which could be served by the South Treatment Plant Site of approximately 200,000 people, or something over 200% of what we expect the population to be for this area by the year 2030. Are there any questions? I have gone over this very quickly. -2- :41CROf MED BY 1 DORM MICR+LAB ffDAB PAVID1 • ^f5 iOinmrS I'liu<O(ILALO BY JORM MICROLAB CEDAR RAPIU�) ANU �L'� , Mayor Neuhauser Does anybody want to ask questions or make a statement about this? After all, that is what a public hearing is for = to find out what people are thinking about. Yes, do you want to come forward and give your name? Arie Kroeze - 10 Princeton Court (He owns the Pleasant Valley Nursery - south of the North Site on Sand Road.) I am located in the very immediate area where you are proposing a possible site for a new sewage treatment plant. As I went to the first meeting, it seems to me that the most logical site is the North Site because of funds. May I take the far one on the north. I want to speak out on that site. First of all, the reason is that that site is on the east side of Sand Road, immediately on the upper end of Sand Road. I can't understand why anyone would pick a site up and down a nice public traveled country road that many people from Lone Tree, from Hills, from Riverside and all the people in the immediate area who travel and have to go by everyday, and build a sewage plant or a disposal plant - whatever you want to call it - and take a look at it or take a nose full of it every day - many times a day. We, in our case, will have to do that many times a day as the nursery operation is in the immediate vicinity of the North Site. In total, I oppose the whole thing. Anybody can see! Who wants a disposal plant in his back yard or his front yard? This is what this whole thing means to us. Eugene A Dietz City Engineer How far is that North Plant Site from your property? Mr. Kroeze I have property there a quarter of a mile from the North Site. It's about another quarter of a mile from the south side of this blue proposals plan. I am not immediately next to it there, but it's close enough to be a quarter of a mile away from there. The one in the middle is immediately west of us. The one on the south is west and south of us, so I would say it is pretty well all over us. This is the reason why I am here tonight trying to get my feelings across and see whether any of you thinks it makes any sense. I think the North Plant, perhaps, in my view, makes the most amount of sense. For the reason, I guess, it can be called the quickest to get the grants and funds for. For one thing, if it can be located 500-600 feet to the west to the other side of the road close to the Iowa River and away from the public buildings. I can see no reason why a thing like that couldn't be built up and down a nice beautiful hill and everybody will not have to come by there every day and look at it and smell it. -3- MICROMMED By DORM MICR+LAEI CCDAR PAPIDS • Df`-,iomrs i J, 1 I'liu<O(ILALO BY JORM MICROLAB CEDAR RAPIU�) ANU �L'� , Mayor Neuhauser Does anybody want to ask questions or make a statement about this? After all, that is what a public hearing is for = to find out what people are thinking about. Yes, do you want to come forward and give your name? Arie Kroeze - 10 Princeton Court (He owns the Pleasant Valley Nursery - south of the North Site on Sand Road.) I am located in the very immediate area where you are proposing a possible site for a new sewage treatment plant. As I went to the first meeting, it seems to me that the most logical site is the North Site because of funds. May I take the far one on the north. I want to speak out on that site. First of all, the reason is that that site is on the east side of Sand Road, immediately on the upper end of Sand Road. I can't understand why anyone would pick a site up and down a nice public traveled country road that many people from Lone Tree, from Hills, from Riverside and all the people in the immediate area who travel and have to go by everyday, and build a sewage plant or a disposal plant - whatever you want to call it - and take a look at it or take a nose full of it every day - many times a day. We, in our case, will have to do that many times a day as the nursery operation is in the immediate vicinity of the North Site. In total, I oppose the whole thing. Anybody can see! Who wants a disposal plant in his back yard or his front yard? This is what this whole thing means to us. Eugene A Dietz City Engineer How far is that North Plant Site from your property? Mr. Kroeze I have property there a quarter of a mile from the North Site. It's about another quarter of a mile from the south side of this blue proposals plan. I am not immediately next to it there, but it's close enough to be a quarter of a mile away from there. The one in the middle is immediately west of us. The one on the south is west and south of us, so I would say it is pretty well all over us. This is the reason why I am here tonight trying to get my feelings across and see whether any of you thinks it makes any sense. I think the North Plant, perhaps, in my view, makes the most amount of sense. For the reason, I guess, it can be called the quickest to get the grants and funds for. For one thing, if it can be located 500-600 feet to the west to the other side of the road close to the Iowa River and away from the public buildings. I can see no reason why a thing like that couldn't be built up and down a nice beautiful hill and everybody will not have to come by there every day and look at it and smell it. -3- MICROMMED By DORM MICR+LAEI CCDAR PAPIDS • Df`-,iomrs I•116(UrIL&U BY JORM MICRULAB LEUAk RAFIu�) Aku JLC :�11U-.L=. I know you tell me the river smells and that might be true to a certain extent, but we have an operation on Gilbert Street near the old plant and I know there are days when you can smell it and some days are worse than others. It's not all that good to be near. I don't know any occasion or situation, but I do know that sewage flows up and down the hills and floods immediately into the fields. Why can't it be northwest? There is all kinds of ground there. And I'm talking mainly to the people to the south - not only for myself; all these other people - from Hills, Lone Tree, Riverside and everybody that lives in that territory. I don't think you ought to build it along those pretty hills. I think it should be built at another site and spot away from the public, but not as a beautiful thing along a nice country road. I think we should strive these days for a better environment, for cleaner air. I think it does exactly the opposite. Thank you. Mayor N� er Thank you. Anybody else? Mrs Everett Hull R R 4 Iowa Cid (They live immediately south, on the south end of the North Site across the road.) Madam Mayor, I'm Mrs. Hull and we are adjacent property owners There athere. We do not agree that this is a good site for a sewage plant. al reasons. We have looked through this book and considered many items of information here. For one reason, you will be spending money for something that in a few years you will have to spend additional money and you might as well spend the taxpayer dollars now while we can buy more for less than to wait for that other period of time. By buying the North Site now and taking advantage of government funds where you could possible assume the taxpayers' dollars and go farther south and benefit maybe Iowa city more - even Hills - and I understand there even could be a possibility of Lone Tree being interested in this. Now whether they would have finances to help or not, I am not aware of this. But it might be something to consider. Another thing that I have learned in looking through this book is that part of the ground there has been floodplained and I understand that people in that area have had to have housing and so forth built there and they have been refused because of the fact that it is a floodplain. So how can you have sewage pits there and expect them to drain and drain out into the river when they are apparently low grounds. Now this is on the east side of Sand Road you state that it is to be built - the sewage plant - but in observing here it says that Section No. 27 is to be involved and I believe that is on the west side. Could that be cleared up? Mayor N, euhauser Would somebody like to clear that up? -4- 4;. 141CROFILMED By --. JORM MICR( LAB MIAR PAPIDS Df5 t40R7[S MlukUfILMLi1 BY JORM MICROLAB LEUAR RAVIUS AND JLJ :IUi'���, •�� Mr. Dietz I think the booklet you have there did show - Mayor Neuhauser Can everybody hear Gene? Mr. Dietz It did show the potential North Site as being on the west side of the road; since then, I have had further discussion with property owners and changed our feelings or helped change our feelings about what is available and what could be done on the east side. The east side was more attractive, so although that booklet showed the west side, we chose the North Site on I - the east side. 7 Ms. Hull Is the east side of the road in the floodplain? u Mr. Dietz No, it isn't. Ms. Hull i The other sites, both the Middle and South Sites, are both in the floodplain. Is that right? I .. Mr. Dietz i I Right. Ms. Hull There too, Mr. Kroeze has spoken there about the benefit of having a nice road. Why couldn't this be built up? Many years ago, there was a temporary plan submitted. Here they had indicated residential areas, a school house on the corner - at Sycamore, and what they call Grease Road. I don't know whether you are familiar with Grease Road or not, but that's the one that connects Sycamore and Sand Road and if the lay.of the land indicates the possibility of an improvement in Iowa City. We come into the entrances of our City and many people, and many groups and organizations have spent many hours and dollars to improve the entrances of I•IILROMMEU BY JORM MICR#LAB CEDAR RN'I 11S PFS MOINES 14iL!WriLALU by JORM 141CRULAb • LEUAR RAPIUi AND UL. '!ui:i ... - our City. If the Sand Road is to become an arterial highway, which we were told when we applied for zoning for a driveway, then why can't that road be a nice road for people when they come in from Riverside, Lone Tree and wherever else; from Washington? You would be surprised the trucks and the license plates, the cars and the license plates, that we see traveling that road. And I think that would be an indication to develop this to a beautification place instead of a sewage plant. Here again, I wonder about the seepage in this area. How long would it be before we residents who live there would be allowed to connect to this sewer if it was established? Or have City water? What would the seepage from these pits do to our underground water supply that is there now? We have had residents build in our area, and even though this past year has been a dry year, vie can see that there has been a lowering of the water table in our area. At the present time we can look out our - living room window and we have the pleasure of seeing progress. We have sand storms in our area and it is not always pleasant, the wind whips leaves up and blows leaves across. Now we will have the fragrance of the sewage pit and the sewage process plant. So, as you can see, we are not in favor of this particular site. j Another thing, will this devaluate our property? And I wonder if we would . r. get compensation for the devaluation if this does occur. I Mayor Neuhauser Thank you. -,.. You raised a few questions. I don't know if there are any answers to them right now, but let's see. What about seepage? Mr. Dietz About seepage; there shouldn't be any seepage since the facilities will be primarily concrete, similar to what we have at our existing plant. The only area that would be in question at all would be the lagoon area, but we would have to construct that to strict standards. The DEQ would have to approve this facility as well as EPA. The question that was raised here concerned whether or not sewer service would be available to the Hull property which is across the road from the south end of the North Site. My response is that the primary portion of the plant would be at the north end of the North Site and that the sewer would not be extended initially further south than the north end of the site. If it is desirable to provide service further south, that could possibly be done as part of the design parameters if that was a priority set by the Council. -6- MICRO(ILMCD BY JORM MICR+LAB CCDAR i!APInS nES nORI[S r. 1411 (Ui ILMLO BY JURM 141CROLAB LEDAR RAPIU�) AND ULj :'1Q::iL Councilman Max Selzer May I ask here - what of the anticipated annexation? Mr. Dietz The annexation won't really be made until the planning and zoning commission reviews that proposal and that the said plans have definite priorities that relate to water extension; in fact, that policy has been accepted by the Council. The plant at the North Site could probably handle gravity lines from as much as ; mile south of the north end of the site and that the Hull property would be right on the border line. Councilman David Perret What are some of the reasons why we chose to move it from the west side of the road to the east side of the road? Mr. Dietz I think that the fact is the east side of the road was selected for a possible alternate because it was large enough to support the proposed plant and to have room for possible 50% expansion as time goes on. The west side of the road, as you know, has sand and gravel deposits on it and they are being excavated at this very time. Aside from possible difficulties of acquiring that land for more money and the fact that by the time we get around to acquiring it, there might be just a great big hole there. It kinda let the east side of the road be more desirable. And it is large enough to support the plant site and the logistics of it make it more favorable than the west side of the road. Also, the west side of the road is in the floodplain in certain areas of it and we would have to fill in order to build the plant. Mayor Neuhauser Anybody else? Jay R. Honohan, 330 East Court Madame Mayor and City Council, I am here representing Art and Joyce Campbell who live on Sand Road. Basically, we are here to protect their record from the standpoint of the Middle Site and I would be less than candid with the Council if I said that the objection was none other than we don't want the thing next to us. Starting from there, however, it seems to me that if it is going to be down Sand Road, and I believe that the history of the City has been for many years the Public Works and Engineering figures, it's going to -7- q,. 141CROEILMU) BY JORM MICR#LAE3 , MAR Wln� • PES MOPJES r41L,(UF1L;4LU BY JORM MICR0LAB CEDAR RAPIDS AND DLS Diuliic„ .�� be down there somewhere. Studies that have been developed by the staff and Mr. Kimm indicate that the North Site is the best site based upon, what I assume to be cost figures, although I'm not familiar with cost figures, but from the basis of the objections I have heard tonight and some other things I have read, it appears the North Site is the best site from the standpoint of service to the City, based upon your projection. Therefore, we are supporting the North Site and for the earlier reason, we are opposing the Middle Site. Mayor Neuhauser Thank you. The Mayor declared the Public Hearing closed. I This is to certify that the above is an accurate transcript, to the best of ' - our ability, of the proceedings of the Public Hearing on Sewage Treatment Plant Sites held in the Council Chambers, City Hall, Iowa City, Iowa, on I September 27, 1977. J. W. Kimm Veenstra & Kimm, Engineers & Planners October 15, 1977 I41CROf ILMEO BY JORM MICR+LAB MAP PAPIDS - nf5 id0INU CLUAk kAPIU� AWU L)LS DIX H LATIVE TO FACILITY PLAN IG AND RECORD OF PUBLIC IG FACILITY PLAN �.,... C`-.. � IdICROf ILIAFN RY � JORM MICR+LAB Uf1AR RAPIDS • DFS MOINES I41LAUiILi4LO BY DORM MICROLAB LLDAk RAPlUS AND UL Draft copies of the Facility Plan including the notice of public hearing have been mailed to the following agencies: 1. Iowa Department of Environmental Quality Henry A. Wallace Building 900 East Grand Avenue Des Moines, Iowa 50319 2. 'State Historic Preservation Officer B-13, MacLean Hall Iowa City, Iowa 52242 3. Johnson County Regional Planning Commission 2231 South Dubuque Street Iowa City, Iowa 52240 4. Urban Affairs Division Office for Planning and Programming 523 East 12th Street Des Moines, Iowa 50319 5. U.S. Fish and Wildlife Service 601 East 12th Street - Room 1748 Kansas City, Missouri 64106 6. U.S. Army Corps of Engineers Rock Island District Clock Tower Building Rock Island, Illinois 61201 7. Iowa Natural Resources Council Grimes State Office Building Des Moines, Iowa 50319 q •SY n- 141CROFIL1410 BY i I JORM MICR�LAB 1 FFOAR RAS'@S • PFS MOINES N I.11LkOFIC4EU BY JORM MICROLAB CEDAR RAVIU�) ALIO uES '!U'f,u, .gin„ B. Department of Housing and Urban Development Room 300 - Federal Building 911 Walnut Street _ Kansas City, Missouri 64106 9. United States Department of Agriculture Soil Conservation Service 823 Federal Building 210 Walnut Street Des Moines, Iowa 50309 i 10. Iowa State Historical Department Division of the State Historical Society 402 Iowa Avenue Iowa City, Iowa 52240 11. East Central Iowa Association of Regional Planning Commissions — 332 East Washington Street Iowa City, Iowa 52240 12. Department of Community Development Planning Division Civic Center 410 East Washington Street Iowa City, Iowa 52240 I 13. City of University Heights — University Heights, Iowa 52240 i 14. The University of Iowa Business Office Iowa City, Iowa 52242 Attn: Mr. Ray B. Mossman Business Manager and Treasurer MICROf IL'AED BY DORM MICR+LA6 ffn✓1R RAPIM • OB MOINES rjj6W1:ILMEU BY JORM MICROLAB LEDAk RAPIUS MU Uj_ r;-!;: iu, , A notice of public hearing only, giving location, time and date of the hearing has been mailed to the following agencies: Iowa Conservation Commission Iowa Izaak Walton Leaque i Iowa City Leaque of Women Voters I Iowa Department of Transportation Iowa Wild Life Federation r, Iowa State Department of Health Iowa Confederation of Environmental Organizations Iowa Student Public Interest Research Group National Wildlife Federation Iowa Department of Soil Conservation Iowa City Riverfront Commission i — k� MICROMMCD BY � �. JORM MICR+LAB C(nAR RAPIDS . PCS MDI!IFS MiLROFiU'ILO BY JURM I.IICROLAB CEDAR RAPIUS AND I1LS ;I01;'LJ NOTICE OF PUBLIC HEARING Public notice is hereby given that a public hearing will be held by the City Council of the City of Iowa City in the Council Chambers in the Civic Center in Iowa City, Iowa, on 1978, at P.M., to afford the opportunity for individuals to be heard on the economic, social and environmental impact of the 201 Facility Plan for sanitary sewerage system improvements for the City of Iowa City and City of University Heights, Iowa. The reports on the 201 Facility Plan and Environmental Assessment, including maps, drawings and other pertinent information and data, are available upon request, for public inspection and copying, from the office of the City Clerk in the Civic Center in Iowa City, Iowa. All persons interested in the design, location and construction of the 201 Facility Plan, and the Environmental Assessment thereof, are invited to appear and express their views. written statements may be submitted prior to, or at the time of, the hearing. This notice given by order of the City Council of the City of Iowa City, Iowa. I Abbie Stolfus City Clerk of Iowa City, Iowa • Dated: 1978 141CROPILMED BY JORM MICR+LAB CFOAP RAPIDM OCM MOINIS MiuRO IL14LU BY JORM 141CRULAB Loren N. Horton, Field Services CEDAR kAVIUS ACID JL IOWA STATE HISTORICAL DEPARTMENT DIVISION OF THE STATE HISTORICAL SOCIETY 0 Iowa City, Iowa 52240 15 August 1977 Mr. Gene Dietz, City Engineer Civic Center 410 East Washington Street Iowa City, Iowa 52240 Dear Mr. Dietz; This letter is in comment upon the three proposed sites for the new waste water facility plant location, and it is written in my capacity as staff member of the State Historical Society, not as member of the Riverfront _ Commission or as member of the Waste Water Facility Committee. I have checked in all available Johnson County history books, In Old Settlers Association yearbooks, original surveyor's field notes, various plat books, and other sources, both original and secondary. When these are taken in conjunction with the findings of the archeological survey crew, there does appear to be both pre -historic and historic sites in the areas of both of the southern -most sites, as presented by Veenstra & Kimm. Gilbert's Second Trading Post, Chase's Trading Post two_Indian villages, anU an n tan ur in ace all lie on or near the sites rhar are 16—c—ate-Erin t e Snycer Creek and Iowa Riveroxbow area. The north site lies on the platted area of Na oleon. But since only two buil rugs re ever bUift ter , an trey lie on the west side of 5and Road, t ere is no con ict. an_an vt awe t at was located nearby was also -on to west sl e o and Road. I have various reference citations for each of the above sites, in case verification of the data Is necessary. We thank you for your consideration of these things in the selection of the site. Sincerely, % Mr. Loren N. Horton 402 IOWA AVENUE • 319/339.5471 q• MIC1101 ILMED 9Y 1 JORM MICR+LAB MAR RAPID`, nFS M01141S MICROPILMED BY JORM MICR+LA9 , CEDAR RAPIDS • DCS MOVIES 1-11LROHLi4LJ BY JORM I•11CROLAB LEUAR RADIUS ANU UES :!Uil,u, ••: RESOLUTION OF INTENT Resolution indicating that the City Council of the City of Iowa City, Iowa, having the necessary legal, financial, institutional and managerial resources, intends to construct, operate and maintain certain proposed water pollution control works if such works are approved and funded by the State and Federal governments. WHEREAS, the City of Iowa City, Iowa, possesses the necessary legal, financial, institutional and managerial resources to construct, operate and maintain water pollution control works and related facilities; and WHEREAS, the existing collection, treatment and disposal facilities _. do not meet current State and Federal requirements; and WHEREAS, the recently completed Section 1, Facility Plan Report, prepared in accordance with the Final Construction Grant Regulations, 40 CFR, Part 35, Subpart E, dated February 11, 1974, proposes certain improvements to the City's collection, treatment and disposal facilities which will comply with State and Federal requirements. NOW, THEREFORE, BE IT RESOLVED that the City of Iowa City hereby indicates its concurrence with the proposed facilities in the referenced planning report and the City's intent to construct, operate and maintain the proposed facilities in accordance with State and Federal requirements, if said facilities are approved and funded by the State and the U.S. Environmental Protection Agency. Passed and approved this I. ATTEST: Abbie Stolfus, City Clerk day of , 1978. td ICROUILMEO BY 1 JORM MICR+LAB CFOAR NM IPS US 1401!IUS City of Iowa City, Iowa Robert A. Vevera, Mayor i tliLkOf ILMLD BY JORM MICROLAB CLDAR RAPIuS AND uLS ?IUII,L„ :u October 14, 1977 v r I Dear University Heights Resident: In March our letter to you stated, "In many ways University Heights and Iowa City already are one community. Now we invite you to join in making us one comnunity legally and governmentally." Unfortunately this joining of interests has not occurred. Although University Heights submitted another contract offer to Iowa City, the basic problem remains; i.e.,rthw, cost of services to University Heights exceeds the amount of revenue which University Heights can raise to support these services. It is now apparent that University Heights will be unable to continue to purchase services from Iowa City. Therefore, effective January 1, 1978, the following changes will be made in the services currently being provided to you by Iowa City: 1. Police. All services will be discontinued. 2. Fire. All services will be discontinued. 3 3. Refuse Collection. All services will be discontinued. 4. Mass Transit. Iowa City buses will operate through University Heights with a doors -closed policy. 5. Animal Control. Animal control patrol will be discontinued in University Heig is an the Animal Shelter will not accept animals from University Heights residents. 6. Cemetery. University Heights residents will be charged as non-residents. 7. Parks and Recreation. University Heights residents will be charged as non-residents. 8. Librax . University Heights residents desiring to check out materials wil Fbe required to purchase a non-resident card. 9. Water and Sewer. Service will continue. MICROFILMED BY DORM MICR+LA13 MAR RAPIDS - OFS MOINES MILROFILMLO BY JORM MICROLAB CLOAK RAPIUS ANU OLS :'1Qi11u, .'J,-„ University Heights Resident October 14, 1977 Page 2 Iowa City regrets that these changes are necessary. Our goal remains. We still invite you to make Iowa City and University Heights one community legally and governmentally. Sincerely yours, }- Mary t<. Neuhauser David Perret Mayor r 1� City Council Member Carol 47. deProsse Max Selzer City Council Member City Council Member J John Balmer Robert Vevera City Council Member City Council Member iL. P. Foster Neal G. Berlin City Council Member City Manager MICRUILMCD BY 1. JORM MICR+LAB I MAP RAPIDS • US '10VIr..S LLDAR RAPIDS Arlo uLS APPENDIX J A CITY FINANCIAL DATA S •,y �� MICROFILMED BY JORM MICR#LAB CEDAR RAMS • DCS MOVIES 1,11OWFILME0 BY JORM MICROLAB CEDAk RAPIDS AND uLS :lUINu, -JI-11 CITY OF TOWA CITY PROPERTY TAX RATES PER 1000 ASSESSED VA111ATION �• `t+ 141CROFIL1410 OY <1 JORM MICR+LAB MAR RAPIDS • DFS MOIRE COLLECTION I.C. SCHOOL DISTRICT BASIC CO. SCHOOL LEVY CITY OF IOWA CITY 101NSON CO LEVY YEAR YEAR TO TOTAL, 1.500 115.661 29.8 1967 1968 42.208 20.997 34.644 16.492 1968 1969 47.503 22.566 33.604 15.790 1969 1970 56.956 26.735 37.377 18.379 1970 1971 57.219 28.107 37.012 21.244 1971 1972 51.839 20.248 37.590 15.789 1972 1973 74.931* --- 38.073 17.732 1973*** 1974 68,318 - 42.304 18.259 1974 1975/76 57.253 - 42.751 22.515 FY76**** 1976/77 14.927 --- 10.951 4.381 FY77 1977/78 15.140 --- 11.096 4.500 FY78 1978/79 14.850 --- 12.079 4.997 *Basic School Levy combined by law in 1972 with School District Levy. **Includes mill levy for Joint County School Board not included elsewhere. ***Tax Levy of 12 months ****Changed from mills to dollar/actual valuation amounts. 1976 is on a fiscal year basis. �• `t+ 141CROFIL1410 OY <1 JORM MICR+LAB MAR RAPIDS • DFS MOIRE RATIO OF AREA IOWA CITY SCHOOL TOTAL TO TOTAL, 1.500 115.661 29.8 1.500 120.963 27.8 1.500 140.947 26.5 1.500 145.082 25.5 1.508 130.847** 28.7 1.508 136.116** 28.0 1.507 134.221** 31.5 1.938 124.647** 34.3 .483 30.742 25.6 .406 31.142 35.6 .416 32.342 37.3 MIL,ROFILMED BY JORM MICROLAB CEDAk RAPIDS AND UES biU:l,u 777, i TOTAL LEVY COLLECTION REAL CITY OF I014.A CITY R.R. UTILITY ASSESSED MONIES F, TOTAL ACNAL j YEAR PROPERTY TAX LEVIES AND COLLECTION PROPERTY VALUATION i ! VALUE 1967 1968 45,159,712 DELINQUENT 3,894,318 TOTAL AS A ' LEVY COLLECTION TOTAL TAX CURRENT TAX o OF LEVY TAX TOTAL TAX i OF YEAR YEAR LEVY COLLECTIONS COLLECTED COLLECTIONS COLLECTIONS CURRENT LEVY i; I 1966 1967 $1,785,158 $1,772,478 99.3 $ 6,577 $1,779,055 99.7 i 1967 1968 1,923,890 1,893,586 98.4 15,260 1,908,846 99.2 1968 1969 2,098,717 2,056,797 98.0 26,466 2,083,263 99.3 !. 1969 1970 2,440,655 2,376,617 97.4 28,526 2,405,143 98.5 ; 1970 1971 2,567,028 2,553,624 99.5 26,725 2,580,349 100.5 i 1971 1972 2,902,628 2,866,145 98.7 44,473 2,910,618 100.3 i 1972 1973 3,134,947 3,114,393 99.3 51,743 3,166,136 101.0 1973 I;1 1975* 5,427,059 5,378,747 99.1 15,576 5,394,323 99.4 1974 1976 4,148,714 4,1.53,463 101.1 40,380 4,193,843 101.8 1975 1977 4,712,465 4,710,074 99.9 32,080 4,742,154 100.6 1976 1978 4,976,831 4,969,800 99.9 44,823 5,014,623 100.75 ASSESSED AND ACNAL VAIIJE OF TAXABLE PROPERTY , �Y,..... 141CROFILMED BY JORM MICR�LAB CFPM RAP10S . :7F5 MOIRES TOTAL LEVY COLLECTION REAL PERSONA. R.R. UTILITY ASSESSED MONIES F, TOTAL ACNAL j YEAR YEAR PROPERTY PROPERTY PROPERTY VALUATION CREDITS VALUE 1967 1968 45,159,712 5,394,323 3,894,318 54,450,353 29,243,120 230,911,094 1968 1969 51,893,371 5,959,156 3,187,546 61,040,073 36,079,632 262,153,976 i 1969 1970 54,369,594 6,282,563 3,741,988 64,394,145 39,717,553 278,214,386 1970 1971 57,186,907 7,379,237 4,098,711 68,664,855 478,125 254,792,402 1971 1972 64,803,191 7,287,805 4,448,287 76,539,283 197,766 272,565,480 1972 1973 68,386,048 7,773,730 4,546,295 80,706,073 124,640 299,036,021 1973 1975* 71,264,091 8,394,046 4,855,441 84,513,578 53,144 313,066,396 1975 FY76 82,244,844 8,390,355 5,062,620 95,697,819 95,802 354,532,169 1976 FY77** 379,504,175 30,946,885 20,680,850 431,131,910 29,080 431,160,990 1977 FY78 393,667,654 31.,123,659 22,369,601 447,160,914 29,080 447,189,994 1978 FY79 409,890,264 31,668,916 24,907,900 466,467,080 29,080 466,496,160 Note: In 1971, the state government began taxing hanks and supplying the taxing agencies with a replacement of the monies and credits tax. The value of the monies and credits for those institutions was excluded from the actual value total. *Eighteen month period ended June 30, 1975 **Assessed value changed from 270 to 100% of actual value. , �Y,..... 141CROFILMED BY JORM MICR�LAB CFPM RAP10S . :7F5 MOIRES 14iCRUFILi4EU BY JORM 141CROLAB CEDAR RAPIUS AMO ULS ilUih u'^ CITY OF IOWA CITY COMPUTATION OF LEGAL DEBT MARGIN. As of June 30, 1978 ASSESSED VALUATION 100% of Actual Valuation Real Estate Personal Property Utilities TOTAL ASSESSED VALUATION Add: Monies & Credits at 100% TOTAL ACTUAL VALUATION DEBT LIMIT - 5% OF ACTUAL VALUATION G.O. BONDS OUTSTANDING LEGAL DEBT MARGIN T �`+ 141CROFIL14ED BY ' JORM MICR+LAB CFDAR RANDS • DES MOINES $409,890,264 31,668,916 24,907,900 $466,467,080 $ 29,080 $466,496,160 $23,324,808 $ 5,966,000 $17,358,000 Q YEAR IY 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987. 1988 1989 1990 i 1991. j ]992 ( 1993 ! 1994 1995 1.110WHL14L0 BY JORM MICROLAB _ PRIN 25,000.00 2S,000.00 25,000.00 25,000.00 25,000.00 30,000.00 30,000.00 35, 000.00 35,000.00 40,000.00 40,000.00 40,000.00 40,000.00 5(1, 000.00 50,000.00 50,000.00 50,000.00 50,000.(10 665,000.00 LEDAR RAPIDS AHO uL5 :1u,;,L�, -Jell' SEWER BUND R1:T1RIN1:m' SClllihlll,l'. 1 SS1111 21,987.50 21,175.00 20,362.50 19, 550.On 18,737.50 17,925.00 16,950.00 15,975.00 14,837.50 13,700.00 12,400.00 11,100.00 9,800.(10 8 , 5110.1111 6,800.00 5,100.00 3,400.00 1,700.00 240,000.00 '1'(> IAL 46,987.50 46,175.00 45,362.50 114,550. 00 43,737.511 47,92 5.00 46,950.00 50,975.00 49,837.50 53,700.0(1 52,400.00 51,1110.00 49,800.00 58, 5011.00 56,800.00 55,100.(10 53,400.00 51 , 70(1.00 905,000.0(1 ITIN 25,On0.00 25,000.00 3(),000.00 35,00n.on .)5,0(1() oo 35,000.00 35,000 00 35, 000.00 35, noo. (if) 35,110(1.00 35,UOn.00 .15,Onn.00 35, 0110. (10 50, (100. (JO 50, (1(10.00 50,000.00 5(I,o(1O.00 SO,noo.no 690,000.00 GENERAL OBLIGATION BOND RETIREMENT YEAR PRIN IM' _'1'(1'1'()1,_ 1978 100,000.On 21,550.00 121,550.00 1979 100,000.00 16,900.1111 116,900.00 1980 100,(100.00 12,100.00 11"2,100.00 1981 100,000.00 7,300.110 107,3011.00 1982 100,000.00 2,450.00 1_02,450.00 500,000.(1060,300.00 560,300.00 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 MICROFILMED BY 1 JORM MICR6LAO CFMR RAPTn5 • OFS MOINES 1966 ISSUF —_--'ro'rn1,_ INr 25,'1.35.(10 50, 235. n0 24,310.(10 49,310.00 23,385.00 53,385.00 22,275.00 57,275.00 20,980.00 55,!180.00 19,685.00 54,685.00 18,:-),1o. oo 53, 390.00 1;',095. 00 52,095.00 I i,800.00 ,o, Roo.00 14,505.00 49,505.00 13, 21(1.011 48, 210.110 II !)I5.(In 46,915.00 10,620.00 451,(120.(10 9, 325. On 59,37.5.00 7,475.00 57,475.00 5,625.00 55, 625.00 3,750.00 53,750.00 1 875.0(1 51,875. U0 265�d55.O0 945, 455.00 'I'(71'AI, SIiWIiR IUnilllll: 218,772.50 212, 385. 00 210,847.50 209,125.00 202, 167.50 In, (ii 0.00 1oo,31n.00 103,070.00 100,637.50 103,205.00 100,610.00 98,o151.00 95,420.00 117,825,00 114,27 5.00 101,725.00 1117, 1so. On I O3.j575.00 1, 411)1 755.0(1 f41LROFIGILD BY JORM 141CROLAB • CEDAR RAPIDS AND OLS IIuU+I , APPENDIX K BORING LOGS - NORTH SITE Y• �^ MICROFILMED DY ! JORM MICR+L. CEDAR RAPIDS DES 1401 rlil,RUi ILMLO BY JORM 141CROLAB CEOAk RATIOS AIIU uLS :'ILIi:,L- .J1-I� SHIVE-HATTERY & ASSOCIATES CONSULTING ENGINEERS HIGHWAY 161.80 PO BOX 1050 IOWA CITY. IOWA 52240 TELEPHONE (319)3543040 March 2, 1978 City of Iowa City Civic Center 410 East Washington Iowa City, Iowa 52240 Attention: Mr. Eugene Dietz, P.E. Gentlemen: Re: Preliminary Subsurface Investigation Proposed Sewage Treatment Plant Iowa City, Iowa We are submitting herewith the boring logs for the subsurface investigation performed at the above referenced site. These soil borings designated SP -1, SP -2, and SP -3 in the proposed equalization pond area, from Sand Road to the east, and SP -4 near the aeration area, as you indicated on. the preliminary development plan provided, were taken with a truck mounted, CME -55, power drilling rig. Borings SP -1, SP -2, SP -3, and the upper portion of SP -4 were advanced utilizing solid flight augers carefully pulled in order to minimize sample disturbance. Common jar samples were retained of representative materials. Hollow -stem augers were utilized in the lower portion of boring SP -4 with samples being taken by driving a 1 3/8" I.D. standard split -spoon sampler in accordance with ASTM D-1586 Specifications. In the split -spoon sampling procedure, standard penetration resistance values (blows per foot of a 140 pound hammer falling 30" on a 1 3/8" I.D. standard split -spoon sampler, "N" values) were obtained and are an indication of the relative density of the soil -in-place. Hand penetrometer tests were also obtained on representative cohesive and semi -cohesive samples. In the hand penetrometer tests, the approximate unconfined compressive strength of the soil can be estimated by measuring the sample's resistance to penetration of a small spring -calibrated cylinder. Careful boring logs were kept in the field where the samples were visually -- classified. At the completion of the testing program, the samples were again examined and classified in accordance with the Unified Soil Classification System, revising field classifications where necessary. The Unified Soil Classification Symbol appears on the boring logs and is briefly described in the Appendix of this report. The samples will be retained, available for Inspection for a 90 -day period, unless directed otherwise. - In addition to the field investigation, a supplemental laboratory analysis, consisting of natural moisture contents, was conducted in general acccordance with applicable ASTM Specifications. The results of these tests, along with a description of the soils encountered, are shown on the respective attached boring logs, "Records of Subsurface Exploration". CEDAR RAPIDS DAVENPORT DES IdOiNES DUBUQUE: r1 1ADISON . ;, A Ci71 tti V 141CROFILMED BY JORM MICR�LAB rrOAP RAPM - erz "Ruhr. 14IL,R0FILMLLU BY JORM 141CROLAB CEDAR RAPIDS AND ULA AUI:icl, u SHIVE•HATTERY 6 ASSOCIATES Y• ��" 141CROFILMED BY JORM MICR+LAB CEDAR P.APIDS • PCS I401R6 City of Iowa City -2- March 2, 1978 The soil conditions encountered are described on the individual boring logs. The stratification lines indicated represent an approximate boundary between soil types and, in-situ, the transition may be gradual. Water level readings obtained while drilling and immediately after completion of the borings are indicated on the boring logs. The actual level of water should be anticipated to fluctuate depending upon seasonal variations in precipitation, surface runoff, infiltration, site topography and drainage. - Should you have any questions with regard to the boring logs or any other matter, please do not hesitate to contact us. Respectfully submitted, SHIVE-HATTERY E ASSOCIATES U T. Michael McMillen, P.E. i r1 TMM/ps Enclosures 1 i� R66 1 I J I 1 I J u SHIVE•HATTERY 6 ASSOCIATES Y• ��" 141CROFILMED BY JORM MICR+LAB CEDAR P.APIDS • PCS I401R6 J 1!ID MILAUFILMLO BY JORM MICROLAB CLUAk RAPIDS AND UL:i�ir,�., •���� Relative Density Moisture Conditions (Cohesionless Soils) GRANULAR III.., F.ol 0-� D" No InLuGee el ol., woiJ Cele..h.." .Ilh .h.,, Le.0 d • 10 ..ned el e.. ........ M.di v.n D.me 10 70 W.1 NyA J..... el ..Ivr.Goe b, ,.1 e.d lev.h D.n,. ]0 - 50 S. Lreld {n. ,arta.. ..1.. COHESIVE V.., D.n.. O.., 50 D., wo.a Ne .eL..Gee of ..I.. Rale. eo l..nu.e .neral v.. ...Lel Relative Consistency w., (Cohesive Soils) sel...l.d I... ... I.c. ..l„ O. (ISE, Ver, Sell 0 - 0 75 Project Name and Site: Proposed Sewage Treatment Plant, Sand Road, Iowa City, Iowa Boring No. SP -1 Date of Boring 2-27-78 Prolecf No. 178141-0 Sheet 01 of E Fe Z i vI�Z Ev N0 6 a u F epi0 .Et JUN' 1% 'e > • IU• - O DESCRIPTION SURFACE R""•b` -AS -AS -AS -AS - - - - - - - - 12.0 10.0 9.5 13.3 5 10 Dark Brown Silty Fine Sand, Moist (SM) Light Brown Fine to Medium Sand, Moist (SP) Brown Medium Sand Trace to Some Gravel, Moist (SP) 20 25 30 35 40 Bottom Of Boring 15' Boring Backfilled 2-27-78 Dry Shive • Haflery & Associates C onsulfing Engineers C.d., e.Pld. • I..,. Cllr • D....P.11 • D.. N.I... D.b...• • VI.I.. • F.,I M.dlu. C J H /\ Record of Subsurface Explorafion Y 141 CR01. I LMBD BY 1 DORM MICR�LAB r nAR RAPIDS • nrs MwjrS Y `�> 141CROFILIIL0 BY JORM MICR+LAB CfOAR RM@5 • O(S MINH, Project Name and Site: Proposed Sewage Treatment Plant, Sand Road, Iowa City, Iowa Baring No. SP-3 Date of Boring 2-27-78 Project No. 178141-0 Sheet 01 of a ie Z e o H -� '• Su r a DESCRIPTION SUR/AC[ RI.. •rE, -AS -AS -AS -AS - - - - - 6.4 5.9 18.9 17.7 5 iia 10 Dark Brown Silty Fine to Medium Sand, I(WD) I Brown Silty Clayey Fine to Medium Sand, Moist (SC) Light Brown Fine to Medium Sand, Moist to Wet (SP) Light Gray Medium Sand, Wet (SP) Ils— 20 25 30 35 40 Bottom Of Boring o 15' Boring Backfilled 2-27-78 $hive • Haftery & Associates Consulling Engineers C.d., R..Id, • 1... CII, . D....... I • D., Mae., D.6...• • VIO.. F.rl M.du.. /f--'�\ Record of Subsurface Exploration 141CROFILMED BY 1 DORM MICR+LAB CEDAR RAPIDS • DCS MOINES I41CROFILMCO BY 1 DORM MICR�LAB CFOAR RAPIDS OFS MIMES M MILkUFILNLU BY JURM MICRULAB • CLUAR RAPIUS APIU UL's IIUI,IL-, MICROFILMED BY 1 JORM MICR+LAE3 f.[DAR RAPIDS • TIES M0lrIES Project Nome and Site: Proposed Sewage Treatment Plant, Sand Road, Iowa City, Iowa Boring No. SP -4 Dole of lorin 2-27-78 178141-0 2 2 f Project No. Sheet ol_ E E Zi N . DESCRIPTION e N e e 7VN �> SUREACI -- Continued From Sheet I Of 2 i Gray Fine to Coarse Sand Trace Gravel, Wet (SW) 3 i 1 -SS - - - 1 45 I jjj 2 -AS _ - - j Bottom Of Boring P 501 Boring Backfilled 2-27-78 55 60 r I � i ? 65 70 j 6. i 75 Shive • Haf Eery & Associafes Record Consulting Engineers S�H Of — C.d., R.,id, • 1... D°b..+• Cil, • D...n,e,l . D•, M°,.,, /H\ Subsurface Ex loraf P ion • Vi.lo. l.ri N.dlun MICROFILMED BY 1 JORM MICR+LAE3 f.[DAR RAPIDS • TIES M0lrIES CEDAR RAPIDS APIU ULS•- ;NDIX L - MAJOR INDUSTRIES OPILMED BY JORM MIGR+LAB Cf DAR RAPIDS • DES M0110 N. r•111,,(UFILMEU by JURM MICROLAB LEDAR kAPIUS ANU or_� :'w.:,L_„ e I Iowa department of environmental aual;ty G eh e Karen81-8 Vaughn phone 281-8988 RE: Facility Planning Requirement Major Industrial Contributor Treatment Agreement Form Dear Sir: Section 19.3(5) of the Iowa water quality regulations requires each major contributing industry discharging wastes to another wastewater disposal system, either publicly or privately owned, to submit a treatment agree- ment form with the facility plan for construction or modification of a - wastewater disposal system. These agreements will be used in determining the design basis of the new or upgraded system. The forms for these treat- ment agreements are to be signed by representatives of the industry and the receiving treatment facility and submitted to the DEQ. A previous letter may have been sent to the City concerning treatment agree- ment forma for existing major contributing industries presently discharging to your wastewater disposal system. If the existing loadings for these { r, industries differ from the loadings to be used as the facility plan's design basis, an additional treatment agreement form must be submitted with the facility plan. If the loadings are not different, a copy of the existing treat - mens agreement form submitted with the facility plan will suffice. A facility plan cannot be certified for Step 2 grant funding until an acceptable treatment agreement form for each major contributing industry is on file in this ! office. This does not relieve the industry from submitting a letter of intent v in accordance with EPA's requirements. For your information, a copy of the form has been enclosed. The instructions for r its completion are on the reverse side of each page. The definition of major contributing industry is contained in these instructions. In accordance with this definition, the Department has determined that an industry contributing 5% of the total organic load to the treatment works would have a significant impact - on the treatment works and therefore will be required to submit a treatment agree- ment form. We ask your assistance in assuring the completion of your facility plan and the compliance of industrial contributors with this regulation. - Sincerely, N%MC CHEMICAL AND TER QUALITY DIVISION � MAR 18 1978 J. Edwar)`Brown `-1 Director ', encl Henry A. Wallace Building, Des Menai, lows 503I9 N' ti11n MI'IN //may ��. 14ICRUIL14CD By JORM MICR+LAB CrDRR RAolnt . nrS wimrS MIGROt 1Li4LU BY JORM 141CRULAB CLUAR RAVIUS AND LjLS I4u!f,L. , •.:r'^ iowa department of environmental quality �j reply h, Morris L. Preston phony 281-8992 RE: Major Industrial Contributor Treatment Agreement Forme —' Dear Sire: (71 Section 19.3(5) of the Iowa water quality regulations requires all major .'_J contributing industries discharging wastes to another system, either publicly or privately owned, to submit information to the Department of Environmental Quality similar to that n•quired in an application for an operation permit. The forme for these treatment agreements are to be signed by representatives of the industry and the receiving treatment facility, and submitted to the DEQ. We ask that you check the operation permits for your facility and note the signficant industrial contributor(s) therein listed. They have each been mailed a copy of the form and instructions for its completion. We want you to be aware of the fact that this information is being requested and that it will involve some negotiations between you and representatives of the major industrial contributor(s). For your information, a copy of the form has been enclosed. The instructions for its completion are on the reverse side of each page. Although March 1, 1978 is mentioned on the forme, the deadline for submitting the signed treatment s nt to the Department of Environmental Quality has been extended to July 1, 1978 We ask your help in assuring that the industrial contributor (a) to your system comply with this regulation. Sincerely, CIIFMICALS AND WATER QUALITY DIVISION CJ. Edward Brovtl i Director' A,1 wm'k;, J o.. ;: N k M1 Henry A. wallace Building, Des Moines, Iowa 50919 JF.B:nh ?�6- 141CROr ILMED BY JORM MICR4LA9 CrnAR RAPIOS • PCS MOINES i MiLkOiILMLU UY JORM MICROLAB LLDAR RAPIUS AND JLS FOR DFQ USE ONLY IOWA DEPARTMENT OF ENVIRON?fENTAL QUALITY Fac. No. CHEMICAL AND WATER QUALITY DIVISION Ind. Cont. Agreement No. TREATMENT AGREEMENT MAJOR CONTRIBUTING INDUSTRY Replaces Agreement No. Statement of the "Major Contributing Industry" requesting. authorization to use "Publicly Owned Disposal System" or "Privately Owned Disposal .System" I, the Undersigned, being the duly authorized representative for (name,mailing address of major contributing industry) do hereby state that the proposed discharge to the (identify owner and shall not exceed the quantities listed facility name and number) in Attachment A after -- (include date) Signature of Authorized Representative I t Title Date Ij{ Li I Statement of Agreement to accept and treat industrial contribution I, the undersigned, being the duly authorized representative do hereby state that the (identify owner of system receiving waste) does hereby accept the discharge as described in Attachment A from Li (Name of and does hereby accept responsibility for providing treat - contributor) ment of the volume and quantity of waste as described in Attachment A. to accordance with the provisions of Chapter 4556, Code of Iowa 1977 and the Rules of the Department of Environmental Quality. This agreement is conditioned on the industrial contributor complying with all applicable Department of Environmental Quality (DEQ) and the U.S. Environmental Protection Agency (EPA) standards and requirements. This agreement Is �.. entered for the purpose of identifying pollutants contributed and limiting the quantity contributed; and, this agreement shall not otherwise be construed to affect local ordinances, sewer service agreements or fee systems entered into between parties. This agreement may be modified or terminated by the owner of the disposnl system if additional pollutants or additional volumes or quantities of pollutants are contributed other than identified in Attachment A, or because of any condition that requires either a temporary or permanent reduction or elimination of the accepted contribution. Notice of any anticipated increase in pollutants contributed shall be given to the oumer suf- ficiently in advance of such increase to allow the industrial contributor to submit a new treatment agreement to DEQ sixty days in advance of the increase or change. Attest: Signnture of Authorized Representative Signature of Clerk or Secretary Title Date Title Date ^ WQ-150 1/75 Instructions On Other Side v. MICROFILMED BY DORM MICR6LAB Cf DA11 PAPIDS • DFS M014F5 H r f,J iL,kUFILM D BY JORM MICROLAD CEDAR RApIOS ANU ULS DiU!liu, .o+I:l INSTRUCTIONS FOR COF07LETI:C THE REVERSE SIDE Major contributing industries are required to execute this form and have It on file with the Iowa Department of Environmental Quality (DEQ) by March 1, 1978. A new treatment agreement form should be submitted sixty days in advance of a proposed expansion, production increase or process modification that may result in discharges of sewage, industrial waste or other waste in excess of the contribution stated in the existing treatment agreement. A treatment agreement form must be submitted by the contributor one hundred eighty days before a new major contributing industry proposes to discharge into a wastewater disposal system. A treatment agreement form for each major contributing industry must be sub- mitted with the facility plan or preliminary engineering report for construc- tion or modification of a wastewater disposal system. These will be used in determining the design of the new system. Treatment agreement forms are also required in an application for a permit to operate a wastewater disposal system. The following definitions shall apply: _i 1. "Authorized Representative means an official who has been designated by the major contributing industry or owner to act on their behalf. ' 2. "Owner" means the legal owner of the sewerage system which will receive the wastes contributed by the proposed project. "'t 3. "Major Contributing Industry" means an industrial user of a treatment works that: a. Has a flow of 50,000 gallons or more per average work day; b. Has a flow greater than five percent of the flow carried by the treat- ment works receiving the waste; c. Has in its waste a toxic pollutant in toxic amounts as defined in standards issued under section 307(a) of the Act and adepted by refer- .... ence in 17.5(4558); or d. Is found by the Department to have a significant impact, either singly '- or In combination with other contributing Industries, on that treatment works or upon the quality of effluent from that treatment works. 141CRUILMED BY JORM MICR+LAB CMAP ItN'I DS nrF 14011IES U I.11Li4OH LMED BY JORM 141CROLAB a LEDAR RAPIDS AND jL> Iu;6L„ •J" IOWA PFFARTMFhT OF FI:'MlrMr.'7AI 0"ALITY TRF.ATMF.NT AGREEMENT MA.IOP CONTRIROTINC INONSTPY I. Name of Industrial Contributor 2. Address 3. Name of Auth. Rep. Phone A. Primary Standard Industrial Classification Code (SIC) 5. Product(a)/Raw Matertel(s) MAXI mum puanttty Per Day A. Describe Pretreatment Provided 7. Compatible k'aste in iImo, Maximum for anv Average During th Contribution a 30 pay Period 24 Hr. Period I on the Peak Day of Operation Flow, million gal. -" per da I, Don lbs. I 1 � --' i I.11Li4OH LMED BY JORM 141CROLAB a LEDAR RAPIDS AND jL> Iu;6L„ •J" IOWA PFFARTMFhT OF FI:'MlrMr.'7AI 0"ALITY TRF.ATMF.NT AGREEMENT MA.IOP CONTRIROTINC INONSTPY I. Name of Industrial Contributor 2. Address 3. Name of Auth. Rep. Phone A. Primary Standard Industrial Classification Code (SIC) 5. Product(a)/Raw Matertel(s) MAXI mum puanttty Per Day A. Describe Pretreatment Provided 7. Compatible k'aste in Peak Daily Average Over Maximum for anv Average During th Contribution a 30 pay Period 24 Hr. Period Hrs. of Operation on the Peak Day of Operation Flow, million gal. -" per da Don lbs. --' Total Suspended —" Solids lbs. Total Rjeldahl Nitrogen, lbs. Oil 6 grease. MR/1 Other R. Range of PH Level In Contribution Peak Hourly F1 Contribution o. Hours of operation during the Peak nay of Operation _ Days of Operation/wk In. Incompatible Wastes Peak pally Average Over Mnr(nuw for any Na xf run During In Contribution a 30 Dry Period 24 Nr. Period Ay four the/day lbs/day mg/1 lbs/ r. 11. Describe any batch or periodic discharges 17. Signature of Authorized Representative Date WO 150 1/78 Instructions on Other Side 141CROPIL14ED BY I DORM MOCR46LAB I CEDAR P.1PIPS IICS 14011rCS h 11. Describe any batch or periodic discharges 17. Signature of Authorized Representative Date WO 150 1/78 Instructions on Other Side 141CROPIL14ED BY I DORM MOCR46LAB I CEDAR P.1PIPS IICS 14011rCS h1iLkU ILi4LU BY JORM LIICROLAB LEUAk RADIUS A(IU ULS AU!:1t1. INSTRUCTIONS FOR COMPLETING ATTACHMENT A 1. Give the name of the industrial contributor. 2. Give the address that designates the location of the industrial contributor. 1. Name the Industrial Representative who is authorised to execute the Treatment Agreement and include his/her telephone number. 4. Faster the Industry's Standard Industrial Classification Code Number (SIC Code). The 1972 edition of the "Standard Industrial Classification Manual" includes SIC code numbers and their descriptions. Manuals can be obtained from the Superintendent of Printing. U. S. Government Printing Office, Washington, D. C., 20402. 5• Specify the principal product($) or the principal raw sateriel(s) and _ the maximum quantity produced or consumed in any day. Quantities are to be ... reported in the units of measurement found in "Table III (Units of Measure- ment by SIC Code)". This table is available from the Department upon request. Other industrial SIC categories not included in Table III should be included in unite of measurement normally used by that industry. '-' 6. Describe all pretreatment of waste prior to discharge from the contributor. 7. *COMPATIBLE WASTE IN CONTRIBUTION ,cane any waste parameter discharged for which the receiving treatment works was designed to treat and does - remove to a significant degree. The PEAK DAILY AVERAGE OVER A 70 DAY PERIOD to to represent the maximum 30 day average likely to occur in - any year. Days when no discharge occurs should not be Included in the average. The MAXIMUM FOR ANY 24 HOUR PERIOD to the maximum contribution during the peek day. The AVERAGE DURING THE HOURS OF OPERATION ON THE PEAK DAY OF OPERATION is to be expressed as the rate during that period. jA rate of 1.0 mgd during a 12 hour period means that 0.5 million gallons • was discharged in 12 hours. Operation time includes time allocated to ,_. cleanup if a wastewater discharge occurs. g. Include the range of pH level and peak hourly flow of the contribution to the receiving treatment works. 9. Include hours of operation during the peak day of operation and the number of days per week the facility to In operation. 10. *Incompatible Waste means any waste which is not a compatible waste (see 17 above). List all such waste parameters that are contributed in concentrations gree tet than present In the rev water supply. PEAK DAILY AVERAGE OVER A IO DAY PERIOD (See 17 above). MAXIMUM FOR ANY 24 HOUR PER SOD (Bee l7 above). The MA%]MUM DURING ANY HOUR is to represent the.maxlmum dlecharge during any single - hour of operation. Continue listing parameters an a separate page if necessary. 11. Describe any occasional or intermittent discharges. Examples could be blood wastes, milk wastes* detergents, etc. Include the frequency of discharges and the amount. Such discharges could upset • treatment plant because of the shock effect of a sudden change In influent loading. 12• The representative responsible for executing the treatment agreement should ._ sign and date this form. *The values given represent maximum volute that will not be exceeded during the time fr me indicated. 111CROrILMED BY JORM MICR( LA9 f,rDAU pnp;nS art MOlN[: M1UkUFILK U BY JORM 141CROLAB CLUAR RAPIUS AND UL's iIU:J �, ��+• INDUSTRIAL COST RECOVERY I.ETTFR FROM "SIGNIFICANT INDUSTRIAL USERS" To Be Retyped on Industry's Letterhead To Mayor City of . .Dear Mayor Reference is made to the city's pending application for Federal grant assistance under PL 92-500 for construction of Plater pollution control facilities. PL 92-500 requires that industries discharging wastes to municipal sewer systems meet certain requirements relating to industrial waste pre-treatment and industrial waste cost recovery if that municipality is to receive construction grant funds under PL 92-500. As previously discussed with city officials, our company plans to (continue) discharge (discharging) to the city's sewer system and wastewater treatment facilities for years. In this regard, are have reviewed the EPA regulations and guide- lines 'relating to industrial waste pre-treatment and industrial taste cost recovery. In discharging to the city's treatment facility, we recognize the requirements which these regulations will impose upon us and will comply with these regulations, including repayment to the city of that portion of the grant allocable to treatnent of our wastes. We anticipate that initially we will utilize the following daily capacities: gallons of flow pounds of BOD pounds of suspended solids Sincerely yours, Authorized Representative of Local Industry MICROFILMED BY DORM MICR+LAB CRIAP yANDp I1F5 1401flE5 1,110 F ILMED BY JORM 141CROLAB CEDAR RAPIDS AMU uLS iluihL�, IJV -11 CONTRACT FOR PROFESSIONAL SERVICES THIS AGREEMENT entered into as of this day of '1978, by and between Johnson County (hereinafter referred to as the County) and City of Iowa City (hereinafter referred to as the "Contractor" or "Consultant"). WITNESSETH: WHEREAS, the County has, under date of , 1978, entered into a Grant Contract with the United States of America providing for financial aid to the County under Title I of the Community Development Act of 1974 as amended to date; and WHEREAS, pursuant to such contract, the County is undertaking certain activities necessary for the execution of a Project, situated in the project areas described below; and WHEREAS, the County desires to engage the Contractor to render certain technical advice and assistance in connection with such undertakings of the County. NOW, THEREFORE, the parties hereto do mutually agree as follows: A. Scope of Services The Contractor shall perform all the necessary services provided under this contract in connection with and respecting the following program: Residential Rehabilitation Program and shall do, perform, and carry out in a satisfactory and proper manner as determined by the County the following: 1. As required, the City shall provide information to outreach person to aid in the determination of eligibility, the setting up of records, etc. 2. The City shall review financial eligibility on a per case basis, using guidelines set in the County Housing Rehabilitation manual. The City shall concur, only insofar as the tests have been successfully met, with the County outreach person. 3. The City shall prepare and maintain account ledgers. One ledger shall include all active cases and shall list all pertinent financial transactions on a per case basis (e.g. the amount of money escrowed for each case). The second ledger shall list all checks and deposits to and from the County Community Development Block Grant account., 4. The City shall prepare monthly reports for the County showing the number of active cases and monies expended or encumbered. 5. The City shall establish and maintain.a separate checking account and prepare pay out authorizations and check requests as needed. Checks will be three party with the homeowner, a County Program Administrator or his/her delegate. 6. The City shall prepare and maintain case files which shall in- clude: contracts, applications, proceed orders, payout author- izations, check requests, approved invoices, lien waivers, an account summary sheet and other papers as deemed necessary. A County representative shall sign the account sheet at the conclusion of the case. Files also may contain the eligibility data that had been gathered by the outreach person. /y/5 MICROFILM BY 1 JORM MICR40LAB CFDAR RAPIDS • DFS WINES r41CRUFILMEu BY JORM 141CROLAB CEDAR RAPIDS AND ULS I•IUII,L�, :J,,,, 7. The City shall perform survey inspections on properties designated by the County Administrator in order to determine what repairs are needed. Standard inspection forms provided by the City shall be used in conjunction with the established County Rehabilitation Standards. Inspection files shall be maintained by the City. 8. City shall prepare cost estimates of necessary repairs and a letter report of these costs and repairs. The report shall be issued for use by the owner, the County Administrator and City staff. 9. With owner and County approval, the City shall prepare specifica- tions of needed repairs and contract documents for use by con- tractors for bidding purposes. 10. The City shall assist the owner in bidding the work specified. The City shall encourage competent local contractors to bid the repair projects. At all times there shall be maintained by the City a list of contractors who have registered to participate in the County Rehab Program. 11. Selection of bids shall be according to the guidelines of the County Financing administrator approval. 12. Contract documents and proceed to work orders shall be prepared by the City for authorization by the County Administrator, the owner, and the designated contractor. 13. Following authorization the City will inspect work completed to assure compliance with contract specifications and the County Rehab Standards. During construction the City shall issue checks for payment of completed work. Such payouts shall be authorized by the City, County, and the owner. 14. The City shall notify the County at such time as the work is completed. The County shall certify compliance and the closing of the escrow account. 15. The City shall make a reinspection of the property six months after the County certifies completion. i B. Time and Sequence of Performance The services of the Contractor are to commence upon the execution of this contract and shall be undertaken and completed in such sequence as to assure their expeditious completion in the light of the services the purposes of this contract; but in any event all of required hereunder shall be completed by June 30, 1979. C. Compensation Director 18.23/hr. Rehabilitation Supervisor 11.14/hr. Construction Specialist 8.44/hr. Finance Specialist 7.68/hr. Department Secretary 6.87/hr. Mag Card operator 6.01/hr. Controller 10.91/hr. Account Clerk 8.37/hr. Assistant City Attorney 11.14/hr. Vehicle Pool $1.00/hr. operation .18/mile The above fees include compensation for all expenses and overhead. Contractor shall maintain accurate and detailed records which shall remain open to inspection by the County, and in any event shall be presented to the County for inspection upon request. The Consultant shall be reimbursed for actual direct costs which shall include expenses for telephone, postage, reproduction, photography, and printing costs at actual amount incurred in connection with the performance of the work required under this contract. MICROFILMED BY JoRM MICR+LAB CEDAR RAPIDS • nrS MOINES h11CROFILMED BY JORM MICROLAB D. Maximum Compensation CEOAk RAPIus AND UES MUINLI, ,J..11 -3- It is expressly understood and agreed that in no event will the total compensation and reimbursement, if any, to be paid hereunder exceed the maximum sum of for services under this contract. County will reserve the right to terminate the contract at any time and to reimburse the contractor for costs incurred to the time of cancellation. County will reserve the right to audit any charges for which it is billed. E. Method of Payment Compensation for professional services rendered and direct costs incurred shall be paid monthly at the end of each calendar month in which the services were performed and costs incurred, provided however, that contractor shall certify to the County at the end of each monthly period for which compensation is expected, a detailed account of the number of hours actually performed under the contract according to job description. F. Terms and Conditions The County will have the right to reproduce any and all documents, forms, etc. developed for this program without limit and without additional fees. This Agreement is subject to and incorporates the provisions attached hereto to Part II Terms and Conditions. IN WITNESS WHEREOF, this Agreement has been executed by the City and by the County as of the date first above written. ATTEST: JOHNSON COUNTY CITY OF IOWA CITY ROBERT A. VEVERA, MAYOR Y,... tr.-.. -- N , 141CROFILMED BY JORM MICR+LAB CEDAR PAWS • DES MOINES i 141LRUFILi4ED BY JOR14 141CROLAB CEDAR RAPIDS AND UL" L1U;i+u, Community :/ fso 00 /ice � . �1�e/ ■/ /■ Ii 4d- Ii � Development Block Johnson County, Iowa Por. William Shoemaker Omaha Area Office U. S. Department of HUD 7100 West Center Road Omaha, Nebraska 60103 Dear Bill, Grant Program Johnson County, as you know, is in the process of implementing the housing rehabilitation element of its current CDBG Program. The County has for some time wanted to incorporate this rehabilitation program with the ongoing housing rehabilitation program being con- ducted by the City of Iowa City. The benefits of such a joint operation speak for themselves. Non - duplication of staff and management services, uniformity and integrity of program standards, and cooperation between agencies with similiar objectives and complementing characteristics of a combined housing program that naturally enhance the workings of each individual operation. The County is currently negotiating such a contract agreement with the City. Two considerations have been raised by these discussions. The experience of Iowa City has shown that the housing program is some- what more complex than the County had originally anticipated and that by the time a service contract could be implemented sufficient time would not be available for completion of construction on the proposed residences. Another element which has surfaced is the necessity for Iowa City to increase its construction inspection staff in order to service the contract. The City feels it would be very difficult to adequately fill such a position unless it could offer a prospective employee or contractor a reasonable term of employment. Since the grant funding commitment for the County expires Dec. 31, 1978 a contract commitment could only insure reimbursement for, at most, seven months. Due to these circumstances (the inadequate time for program completion and the impediment for acquiring qualified personnel) the County would request a program extension until July 31, 1979. I would like to know your opinion and/or decision on this request. Thank you for checking into this. Yours truly, -0-��� Judson' Paske • Program Administrator • Telephone 138.2421 Johnson County Courthouse • Iowa City, Iowa • 52240 141CROPILMED BY JORM MICR+LAB CTD4R RAPIDS • RES MOINES t i .!!LR0FILI4LD BY JORM MICROLAB ,Yl •I R� REGION VII Ron. 300 PedenI OINae BR11dln, 911 Walnut Slarl K•nu• Cllr, All. •owl 6110, CEDAR RAPIDS AND ULS I'IU1:iL_1, .ulll DEPA., i MENT OF HOUSING AND UROF.r DEVELOPMENT AREA OFFICE UNIVAC BUILDING, 7100 WEST CENTER ROAD OMAHA, NEBRASKA 60106 May 16, 1978 nl RCPIY RCIE. 11, 7,2C,( (B-77—DY-19-0048) Mr. Judson TePaske Program Administrator Johnson County Courthouse Iowa City, Iowa 52240 Dear Mr. TePaske: Thank you for your letter of May 12, 1978, in which you requested a time extension for your 1977 Community Development Block Grant Program. Based on the reasons stated in your letter, this office has no objection to such a time extension, and hereby approves a revised completion date of July 31, 1979. At such time as your program reaches a point where the activities are complete or a definite completion date can be established, please notify this office so that closeout information can be transmitted to you. Should you have any questions in connection with the completion of your Block Grant program, please contact your Community Planning and Develop— ment Representative, Mr. William V. Shoemaker, at (402) 221-9461. Sincerely, /tar Heeren Program Manager cc: Ms. Lorada Cilek �• MICROFILMED By i JORM MICR+L, (EDAR RAPIDS • DES 1101 h11�i2UFILMLD BY JORM MICROLAS LEDAR RAPIDS AIJO ULS f'!Ul6L, INFORMAL COUNCIL DISCUSSION 3 � JULY 24, 1978 1:311 P.M. INFORMAL COUNCIL DISCUSSION: July 24, 1978, 1:30 PM, in the Conference Room at the Civic Center. Mayor Robert Vevera presiding. COUNCILMEMBERS PRESENT: Balmer, Roberts, deProsse, Vevera, Erdahl, Ferret (1:45 PM). Absent: Neuhauser. STAFFMEMBERS PRESENT: Berlin, Stolfus. Others present for certain discussions as noted. TAPE-RECORDED on Reel #78-20, Side 2, 77-2063. ZONING APPLICATIONS Schmeiser, Boothroy present. 77-400 Ila wke a Real Estate Inv. Co. a. 1 app ication; now asking for CO Zone. Moss has withdrawn objection. b. Comprehensive Plan shows office use to this area. c. There were no objections to this rezoning. Meadeville y; _--n-7-eTiciencies discussed. Schmeiser noted that Pf,Z had discussed waiving rural design standards for the Old Man's Creek watershed. b. There are no problems with this application. Councilman Perret arrived, 1:45 PM. Court Hill -Scott Blvd. Part IV a. Legal papers are rea y. AS 60 da.limitation will.run out, staff is asking that Council consider the item Tuesday. b. The storage basin will not be in the 'bubble'.. The City Manager commented that the staff will be discussing a proposal for Scott Blvd. at next Tues. informal meeting. c. Erdahl voiced objection to waiver of design standards in rural areas. Villa aGreen Subd. South a. Dover t. tra is plan by Staff, favorable to developer. b. Sauegling requested approval of the prel. plat with agreement for sewage detention facility which he presented. c. Council agreed to apptove the prel. plat contingent upon approval of the agreement for the sewage detention facility, noting that no construction could begin until resolution of the problem. Ord. on Famil Carc Facilit a, ouncil w> a setting public hearing. b. Item will be discussed by Staff on 8/25/78. Ord. on Solid Waste Discharge a. The consulting engineer has said that this is not a problem. MICROFILMED BY E JORM MICR+LAO UPAR RAPM . nrF MOINES MICR& ILi4LU BY JORM 141CROLAB �rt Page 2 CEDAR RAPIDS AliU uL'� ?iCiS Informal Council ,July 24, 1978 AGENDA ITEMS 400-1083 a. Balmer requested discussion of the Rill Terry appeal. The City Attorney will be present to discuss the item on August 1st meeting. Councilwoman deProsse advised that she will not be present at the August 1st meeting. b. City Mgr. Berlin explained that several issues were raised on Moore/Bingham proposal, and another consultant would prepare plans $ specs., $ in addition look at the whole issue of energy. (see Plastino monthly report) C. Erdahl called attention to the Wed. meeting regarding request s to move channel of Ralston Creek. Berlin advised that it was an informational meeting by Ia. Nat. Resources, who will then reschedule the public hearing. See Dietz memo in packet. d. Item 926, Ord. AmendingBuilding Code. After discussion of kitchen windows, Oi, 3$ or 10$, it was decided to F' leave the ordinance as it is now --10%. Council will make the necessary correction to the ordinance, and give 3 considerations. Glenn Siders present. e. Berlin asked addition of Resolution setting public: hearing on Codification of Ordinances, and Resolution on State participation on conon Governor St. Bridge struction ($109,000) to the agenda. He also note a correction in the contract for Mark IV. The words, 'after-school' should be deleted. Item 2.e.10. f. Pentacrest Li htin Roof flood lights discussed, 0 iections not�Glaves reviewed Design Review Comm. recommendations and stated that Council would have to deal with the issue on Tues. g. Council discussed the Council travel policy of getting approval from other Counci mem ers For a trip. Everyone understands that that is the procedure to follow. h. The majority of Councilmembers did not wish to receive the magazine, Government Executive, even if it is free. i. Dietz explained the bids received on the FY78 Asphalt Resurfacing prof. $ explained Alternative i s 3. qun ing tor ParTs $ Rec. alternatives was discussed, & will be reviewed with Showalter. j. Item 922, agreement with Carl Walker, has not been received, so will be removed from tic agen a. (parking garage) MICROFILMED DY 1 JORM MICR+LAB F.FDAR PAPIDS • OPS MOINES 1,1100 ILMLU BY JORM MICROLAB !"1 Nage 3 SERVICE BUILDING ADDITION PROJ LEUAR RAPIDS ANU A Dietz present Informal Council July 24, 1978 1083-1307 a. Noel Willis presented the proposed plan for the addition. b. A 6" thick concrete floor over a sand/clay base with underfloor exhaust system should take care of the gas problems created by building over an old landfill. He anticipated the building settling only 1/211. c. Because of the uncertainty of costs, the bids will have several alternatives, such as providing for office space, f, alternative for re -roofing. d. Estimated cost is $205,000. SANITARY SEWERAGE SYSTEM FACILITY PLAN Dietz present. 1307-2063 a. Jim Kimm of Veenstra-&Kimm outlined the steps in the Project, F, where Iowa City is in the process. b. Report including Part 2 -Sewer System Evaluation Survey (Section 1 -River Corridor Sewer)and Part 3 -Complete Waste Treatment System Plan (Section 1 (Vater Pllution Control Plant) & Appendices were presented. c. Step 2, plans F, specification for the River Corridor Sewer are substantially complete $ will be submitted to the regulatory agencies. Plans $ specifications for the Water Pollution Control Plant will be prepared, estimated cost approximately 10 million dollars. A separate team will review the process and plan, including plans for training of staff for operation (plant per- sonnel will be doubled). Step 3 is the actual construction, a grant has been applied for on the River Corridor Sewer. d. Council discussed permits for lagoons. Highlander has plans for expansion. D.E.Q. will monitor the County. e. Possible rate increase from 27¢ to 90� for 100 cubic feet of water used, was noted. (Part 7 -Implementation) f. Kimm pointed out that altho they show 8.8 million for City to fund, it could increase to 12 million dollars. There will be expenditures of 2 million dollars in the next two years. (Sewer Revenue Bond financing) g. Environmental Protection Agency rule changes were pointed out. h. Infiltration from the University area, & costs to remove will be sent to Mossman. Dietz advised that the Univer- sity has been reviewing this information along with the Staff. i. The closing of College St. between Capitol f, Madison is in the urban renewal plan, but there has been no definite commitment to the University. Dietz advised that this would not be disruptive to the City's sewer plans. j. Replacement costs, FE use for old facility site P, equipment were discussed. The University might have some use for the site. k. Kimm was commended for his straightforward, understandable report. Meeting adjourned, 4:10 PM. 141CROrILMEO BY JORM MICR¢LAS rrDAP PAPI'$S . IrS I401f1r5