HomeMy WebLinkAbout1995-03-29 TranscriptionMarch 29, 1995 Council Work Session page 1
March 29, 1995 Council Work Session 6:30 PM
Council: Horow, Baker, Kubby, Lehman, Nov, Throg. Absent: Pigott.
Staff: Atkins, Woito, Ogren, Moreno, Schmadeke, Elias Karr,
Sweeting, Meacham.
Tapes: 95-47, all, 95-48, Side 1.
Water Forum
Horow/ May we start now. All right. Welcome to our Water and
Wastewater Discussion Forum and Call In Program. The purpose
of this evenings program is to discuss many of the issues
raised during recent p.h.s and subsequent meetings concerning
proposed plans for wastewater treatment and the construction
of a new water treatment plant. A detailed report was prepared
for city council and the information from this report will be
discussed by the panel members this evening prior to any
questions coming in from you either by phone or by those here
in the audience. As the panelists review various aspects of
water and wastewater issues, please feel free to call the
number you will see on your screen. This number will show up
between now and 8:30. That is the end of the program. The
telephone number is 356-5209. That is 356-5209. Someone will
answer the phone. Please explain to them as succinctly as
possible your question. The questions will be written down and
distributed to the members of the panel for their answer and
for further elaboration. And those of you in the audience,
please feel free to write down your questions. Someone will
collect them and they will be distributed to the panel. Please
call in your questions and we will do our best to answer all
of those on the air. Thank you and now to our panel. Our panel
is Dave Elias, our Wastewater Superintendent; Ed Moreno, Water
Superintendent; Ralph Russell, H.R. Green; Chuck Meyer,
Stanley Consultants; and Steve Arkins, City Manager; and Chuck
Schmadeke, Department of Public Works.
Atkins/ Thank you, Susan. We would like to begin, as Susan pointed
out, with a brief overview of many of the questions that have
been raised during the public discussions that have occurred
with respect to the proposed wastewater treatment and water
treatment plant construction projects. And so we can get right
into it, our first speaker is going to be Dave Elias, who is
out Wastewater Superintendent. David.
David Elias/ I would like to first address a little bit about how
we got to this point in requiring, from my presentation
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anyway, the issue on the wastewater treatment plant and those
facilities. I would like to talk a little bit about how we got
to this point in Iowa City and what it is that we are required
to do from here. First of all we have to realize the basic
wastewater issue has been and always has been co~umunity
health. We need to protect our environment and the city that
we live in. And so that is the reason why the city has
installed the many facilities that they have. We have sewers
that have been installed throughout the city; treatment
facilities in order to protect us from such things as cholera,
dysentery, typhoid, and many other diseases that we fell are
far removed from us today. To keep pace with world news we
really have been noticing that those are not so far away from
us. The city has installed a large infrastructure to deal with
wastewater as it has with water as well. This has been under
construction for the last 100 years in Iowa City. We now have
around 200 miles of pipe just for wastewater collection. We
have over a dozen pumping stations in different parts of the
towns in order to get it to the major treatment facilities
that we have. We have two treatment facilities right now. Now
these changes or these project facilities that we have built
in Iowa City, this is just sort of a summary of projects that
we have done. These date back to 1936 when the first treatment
plant went in. The sewers represented here and the lift
station are just the last thirty years. The most recent ones.
The reason that we have had to do these is there is two
reasons actually. #1 is the density of population in Iowa
City, of course, has been increasing. This chart, this kind of
gives us a real quick glimpse of what the population has done
here in the last approximately 130-140 years. So we see yes
things have changed. So we have to keep pace with that if we
want to maintain those same basic health standards. The other
reason that things have changed is because we as people in the
community have come to desire and demand a higher level of
service, a higher level of protection from those sorts of
dangers that we may experience. Now the choices that we make
are driven by two basic factors as well. #1 of course would be
the public's demand for health and somewhat for prosperity. We
want to keep our community going. We want to be able to live
a satisfying life in this community. That requires an economic
base and also a health base. The other factor that really
pushes us and drives us in these areas are government
requirements that also are for our own benefit. At least they
seem to be pushing for health. Whether they are involved in
our prosperity that is anybody's guess, I guess. Health and
prosperity sometimes though seem to be at the opposite end to
the spectrum. You can't have both when you are talking about
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a $40-50-90 million project. At least sometimes it appears
that way to the public. Sometimes it appears that way to the
public, not always to the public, but that is probably the
main reason why the government steps in and legislates those
sort of things for us. So presently it appears that the
government is in the driver's seat with wastewater projects.
That has been a fact because of the Clean Water Act since
roughly about the 1970's The city has been required to do many
environmental projects because of that legislation. We have
separated storm water and sanitary sewers so that we don't
have sewers inundated. We have constructed relief sewers so
that when we do have excess water coming in it doesl~'t leave
the sewer and go into the community into the streets and then
we have done many treatment improvements. The current
requirement for us, based on what the government has told us,
is for ammonia removal. Let me just put up a slide, some
pictures here. These are taken from the north wastewater
treatment plant. This was built in 1935 and 1936. It was a
very effective plant for what was required at those times.
This treatment plant can no longer meet the standards the
government is asking us and we would have to say also that the
public at large, as being presented by the government, is
asking for us to do now. So the main point that we are looking
for to accomplish now would be ammonia removal. This issue has
actually been on the burner with environmental regulations
since the early 1980's. It has been spurred on by that Clean
Water Act that has been pushed closer and closer to Iowa City.
many communities in Iowa have already addressed this issue.
There are many left to do it and we are one of them. Well, in
trying to figure out just how we should address this
particular issue, we have considered many options and in doing
that we have to the extent of the project that needs to be
handled. This represents the drainage areas for the various
wastewater treatment plants in Iowa City. I realize that this
slide is made kind of hard to read but the city is in the
middle. This is Melrose Avenue coming out here, Highway 6
coming down here, 1-80 at the top. The north treatment plant
right now is right in the middle of this map and the south
treatment plant is down here. So we have looked at many
different options and how to overcome the current problem that
we have been handed. We have looked at conventional treatment,
biological processes, and many different combinations. We will
talk about those a little bit. We have looked at some
innovative approaches as well. Biological and chemical or
physical processes. So I would like to just think about a
little bit some of those options that we have considered.
First of all we looked at these unusual or innovative
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processes because we thought they would be useful in the
environment at large. For example, one option that we
considered was tree farming. We talked to Lou Licht. He
reviewed the site at the south plant. It looked like if we
could actually utilize the ammonia for constructing or for
growing additional biomass that was useful, that maybe we
would have an economic recovery from that. Unfortunately
Professor Licht's assessment of the site, he said it did not
lend itself to that process because the ground water is
already very high there so we don't have room for flowing it.
The topography down there is very flat. So, unfortunately, we
were not able to proceed any further with the commitment we
had already made to this location at the south plant and then
clearly in the urban area in town there was no area for a tree
farming. Now the fact that we have to select a site well in
advance of any changes is due to the fact that sewers have to
primarily run by gravity to the lowest end. So in this
drainage area that is how we have more or less ended up at
that south location. Another consideration that we looked at
was wetlands treatment. That has become very popular in some
parts of the country. We looked at it for Iowa City. We had a
national expert come in and assess our possibilities there and
a conclusion was we would eventually have to take in about
1500 acres of land for treatment in order to perform this
process. So it was large land acquisition that would be over
two square miles of farm land that would most likely be taken
out of production or areas along the river. It also had a very
high construction cost because for 1500 acres of land that
would be a very complicated arrangement for directing 10 to 18
million gallons through that system on a daily basis. And then
also, the bottom line was we found that the climate in Iowa,
Iowa City, is actually too cold for this process to work for
12 months out of the year. And so that process also was ruled
out. So we continued to look for other ways we might be able
to treat 10-18 million gallons of water for the next 20 years.
So we looked at chemical or phy3ical process of break point
chlorination. Now, it technically feasibly can be done. We
know that we have the two treatment plants. We could do it at
one or the other or both. But there are some costs that would
be required with that. The capital cost is relatively low but
the operational costs are quite unpredictable because of the
weather patterns that dictate how much chlorine. The river
flows would dictate how often we would be required to use that
chlorine. Actually we have found that we would still, on the
basis of the last 20 years data from the Army Corp of
Engineers, we would still be required to use break point
chlorination in 55% of the time. So it would have relatively
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high continuous operation cost. it would also have a very high
risk for accidental chemical discharge into the atmosphere in
the vicinity of populated areas. At the high end of the
spectrum we could be bringing into town 1500 tons of chlorine
each year. That would be 150 truck loads. So we thought at
least we should consider what biological treatment might also
be able to do for us. And so we performed an in depth
evaluation of what we could do at the two treatment plants as
they are right now and what it would take for the next few
years. We did that by looking at the north plant. There it is
very confined area. The south plant was designed for
expansion. So we have elected to go further with expansion of
¥reatment at the south plant. To do that we would require an
interceptor between, a large diameter interceptor, between the
two plants. The top half of it would be 84 inches in diameter.
The bottom half, the south end, would be 96 inches in diameter
carrying sewage from the north site down to the south site
with an intermediate pumping station in between. We found that
that approach would give us the least long range impact on the
environment. It would give us the most reliable treatment
system. And outside of chemical treatment which carry many
high risks for the public, it was the lowest cost process that
we could select. So this process would be a biological process
strictly. We will be using break point chlorination to
supplement biological process at the north plant because we
will not be designing this plant in order to accommodate all
of the sewage. So the north plant would still remain in
service for a number of years to come and we will be using the
break point chlorination process in order to back up that
biological process so that we don't violate standards. The
south plant though has room for expansion. The darker lines
here would be the first range of expansion. The dotted lines
would be the second phase the may come in possible up to 20
years later. so we feel that that is an approach that is most
economical and most effectively protects the community and the
environment. So I guess that will be it for me.
Atkins/ Thank you, David. Next speaker will be Ed Moreno. He is our
Water Superintendent.
Ed Moreno/ Similar to Dave, I think it is important to kind of set
a background for the water project and how we got to where we
are right now. And in order to do that what I would like to do
is share with you a little background about our existing
facility and then also just show a very quick short slide
presentation about some of the problems and issues that we
have ha to address lately and then go into our future a little
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bit and some of the things that we have been looking at. Could
someone help me w~th that. We will just start with the first
one and while that is up I will kind of describe what the Iowa
City water system is like. As Dave was saying, we have got
about 225 miles of water main going throughout Iowa City. We
are in the 100 year club. We have got a water main that is
well over 100 years old in the city. Currently we have got two
water treatment plants. They are located at the corner of
Bloomington and Madison and I think during the flood of 1993
everybody found out exactly where they are located. One of the
plants that we have there we call the old plant. It has
remnants or portions that were constructed in 1882 and that is
part of the problem and some of the issues that we have to
deal with. The second plant that we call the new plant was
constructed in 1963 and upgraded in 1972. Can we show the
first slide here. I always like to show this slide here. Many
of you will recognize this. This here is the farewell to Iowa
City from a well known cartoonist, Berk Breathed, and you can
see Opus and the little blond haired boy here lamenting what
they are going to miss about Iowa City and the punch line
there is in the very end. They talk about the Library we will
miss and Barbara's Bakery, etc, the Pentacrest. But in the
very end they say, yes, I will miss everything about Iowa
City, everything except the water. The water tastes like Spic
and Span. And I think that in Iowa City this is our legacy and
the legacy of Iowa City is related very much to the facilities
that I just described and the water source that we have, Our
primary source being the Iowa River. So when I show real
quickly some of the issues that we have been addressing in the
very short time that I have been here and as you well know if
you have been in Iowa City we have actually been addressing
these for decades and decades. So, this is some of our more
recent press here and we will kind of illustrate our issue
through that. This here is a fish kill along the Iowa River
and you can see the size of the fish there and some of the
issues that must have been going on with the river that would
cause something like this. Again, that is our primary water
source. This here is water woes, city water woes. This was a
period of time about 1989 and at that time as you recall there
was two years of drought in '88 and '89 and when we got a
little bit of rainfall there was quite a bit of foam on the
river and there was quite a bit of difficulty at the Iowa City
Water Plant treating that water. As you can see here,
following that, the difficulty we had, there is some
headlines: Is That Water, Is That Apple Juice. You may recall
the water during this time period, 1989 approximately, the
water coming our of the water treatment plant had a yellowish
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tinge to it and if was very difficult to treat with our
existing facility. Following the drought there was very little
run off into the Iowa River from the water shed that extends
all the way up into north central Iowa. But when the rains
began to fall what occurred was an influx of contaminants, in
particular nitrates, that flowed down the river and caused us
to see elevated nitrate levels higher than we have ever seen.
And as you can see from these headlines, this is 1990, we were
unable to keep the water going out of the plant below the
safety level for nitrates and we went public with it. Nitrate
is a acute contaminant and the contaminant, the risk class for
this is infants, six months and younger. And at that time
there was some evidence that pregnant mothers may be affected
also and we let that information out and you can see the lines
at the clean water machine and a very intense time for us. It
was also a time it became very clear to us that we had to
start planning for the future to make some changes, some major
changes and at this time is when we began our Comprehensive
Facility Plan that we are now working in. We continue here.
This is public notification. We were told that we did not get
out quickly enough and at that time it also became clear to is
that we needed to be more public about what was going on down
at the Water Plant. This was the faucets. They were
identifying the contaminant levels. The limit is 45 parts per
million. As nitrate you can see it was being tracked down to
37 at this time. It kind of gave us an indication of the
difficulty we were going to have and were having in
communicating the risk of this contaminant and of course,
there is many more that we need to communicate. This here goes
into 1993 and you can see the flood there and the issues that
we had. We had a great cooperation with the Corp of Engineers
to keep the water out of our plant but it was nick and tuck
for at least 45 days and again that was a time period when
most people found out exactly where we were located. And
again, I think it kind of assisted or gave more evidence of
the need for us to move on our planning. And then as we
continue here we can see where this is a notification for
crytospuridium. There was information coming out that said
crytospuridium was in most of the surface waters of the U.S.
and this was our effort to communicate that to our citizenry,
the potential in the Iowa River and that potential is in all
surface waters in the U.S. And we continue here going into the
Comprehensive Water Plan and some of the issue of rate
structures, financing, that type of interaction with the
public. More right there. And there is the last water forum in
February. Okay, why don't we stop there and let me continue on
with another tact here. So in 1990 we began our Comprehensive
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water Facility Planning and at that time you may recall we
were looking at our existing water treatment plant and what we
could do with that and also looking for new water sources and
existing water sources in the area and the water sources in
the area are, of course, the Iowa River, also known as the
Jordan Aquifer and the Silurian Aquifer and in 1990 we decided
also to look at some water sources, some ground waters that
were south of Iowa City. So we looked in a area about 5-10
miles south of Iowa City in Johnson County and did an
extensive search at that time for ground water. When looking
for ground water you can see because of some of the issues
that are here with the river water. Getting away from some of
the bacterial problems, some of the run off problems from the
agriculture community that is in the water shed up above us
and as you may recall, that search was not fruitful for us and
we learned quite a bit also from it about the reaction to
getting water resources outside of the Iowa City area. So at
that time, when we discovered that we were not going to be
able to get the quantity of water that we needed for Iowa
City, we extended our search in another direction and that was
back to the water sources that we knew about. Again, the Iowa
River, the Silurian Aquifer and the Jordan Aquifer and that is
where we are right now. In that search we began looking at
what would serve us best and there are many issues that we
need to look at inside of that. One key thing is to have a
high quality water up front. First thing. Very important and
we need to look at the vulnerability of different sites in the
area and as we did that we looked to get above 1-80, north of
1-80. We also looked to get into these aquifers, the Jordan
and Silurian and also, at that time, looked to get water from
the Iowa River. And we identified a site that is north on
Dubuque Street and we have a map of it over here. We will look
at that a little later and we were also able later on to
identify sands and gravel in that area that will allow us to
remove even more ground water from that area and it was quite
a find. It was a very good find for us. So, in looking at the
site there has been a lot of discussion about the site and why
we picked this site and those are the reasons for that. It is
less vulnerable than other sites because the interstate is
running south of it. There is water in that site from those
different sources and also from the alluvial in that area and
we will try to draw as much water as we can from that. Also it
is close to the city. It is located outside of the flood plain
in the area that we want to construct our water treatment
plant which we discovered is very important for us after the
flood. Those are the primary reasons for using that site°
There were other sites that were mentioned in some of the
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questions that were brought to us such as utilizing the
Airport site or going up to the Coralville Reservoir. One
other piece about that site that is valuable is that their is
a dam located at the Iowa River and power Company that
maintains a pool at that site so that we constantly have a
certain amount of water going into either river intake or the
~echarging the alluvial sands in that area and that is very
important0 That is one thing that is not available down south
in the Airport site and it is very important to have that. In
addition, looking at the Airport site as a potential site, it
is downstream from the wastewater discharges and also along
the river bank there is a lot of landfill area. So we did not
believe that that is a very good site for the water treatment
plant at the Airport. Another technical issue or idea that was
brought forth in some of the public discussion earlier was a
technically called aquifer storage and recovery. Aquifer
storage and recovery is a technology that is being utilized in
certain areas of the U.S., primarily the east coast and the
west coats and what people are doing there is they are taking
water, treated water, and they are injecting it into the
ground into an aquifer and storing it in there and they can
store billions of gallons and store it there for a period of
time and draw it back when they deem necessary and people have
been using that in certain areas to help them to store water
so that they do not need to produce excess waters for peaking
conditions of their plant. Also they have used it to assist in
minimizing expansions on their existing facilities. Also they
use it for improving water quality. Once it is injected it has
been found that it could improve to come back. In Iowa this
technology has not been proven yet. But there is indication
that there are good possibilities with it. So currently Des
Moines Water Works is in the midst of a pilot project to
utilize the Jordan Aquifer as a storage aquifer for their
treated water and we have been fortunate to be in
communication with them and be on their peer review group for
their project and we will be watching very closely to see the
success of their project and there are a lot of issues,
technical, regulatory issues that are related to this that
hopefully they will pave the way for us to look at it more
specifically later on. so, at this time, we are still looking
at ASR and we are watching Des Moines and working with them
very closely. I talked a little bit about the crytospuridium
notification. What we have ~oticed in the water industry.is
that we use to be a silent industry. We use to be real quiet
and everything was fine, don't worry about it, turn the tap on
and everything was handled. What we found is people know more
about water than ever before and it has been necessary for us
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to go public with what is going on at the water plant and also
even to create a position that would allow us to do that. And
our notification on cryptospuridium was an effort to inform
our citizenry of some of the risks that are out there so they
can take action on their own if they choose to. So they would
have knowledge to proceed accordingly. That is all I have for
now~ I will turn it back to Steve.
Atkins/ Okay, thank you, Ed. If you don't mind I will just speak
from my chair and I will summarize rather quickly the section
that I am going to be discussing with you is the issue of
financing options for both the water and wastewater treatment
project. One of the things we enjoy in Iowa City is the
excellent financial health with respect to the local
government and I think I think I can say without equivocation
that we have as many financing options for these projects as
there are opinions. But there are certain elements that affect
the financing of projects, capital projects, this size. For
example, if the city, when it ultimately settles in on its
financing plan, chooses to borrow moneys, bonds, debt which
are interchangeable terms, there must be a means by which to
repay that debt. And at this point in time under Iowa law
there are really only three alternatives. The first
alternative is the property tax; the second is revenues for
the systems, that is the users of water and sewer; and the
third is sales tax. In Iowa, under the constitution, local
governments, while we do enjoy Home Rule, tax policy and the
taxes and the fees that we have available to us to utilize are
regulated by the state. That simply spoken is why there is not
an extensive list of financing options available to us. To
date we have chosen the alternative and it appears to be the
one that is financially the most sound, is that the system,
that is the moneys produced by the water and sewer users would
be available to finance the capital projects. And the reasons
are pretty straight forward. If you use the system, you pay
for it. The property tax, for example in our community,
substantial amounts of property, close to a third is tax
exempt. Yet they are water and sewer users. The sales tax is
not now available to us. It would require referendum and our
most current estimate is that if the referendum were approved
for the city, it would generate about $4.5 million per year
which is approximately half of the debt coverage if in fact we
were to borrow the full amounts. You have the ability in
financing to borrow or to accumulate cash. And accumulation of
cash is nothing more than a set aside similar to a savings
account. There are many pros and cons for the use of either
debt or the set aside. Again, for example, the longer you wait
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the more it will cost and it is just simply the results of
inflation. If you borrow you have to pay someone to borrow the
money and thereby you have to pay an interest charge, thereby
adding to the cost. There are other policy issues and the
financing is substantial a policy decision that the council
will ultimately make. What is the obligation of a future
generation, for example, if they are paying through debt to
finance these capital improvements. Does this generation pay
for it and have the other enjoy the benefit of it? When will
the project be constructed. And the word when is with some
emphasis. The regulatory compliance process of the Federal
Environmental Protection Agency and the Iowa Department of
Natural Resources establishes standards. We have an obligation
to comply with those standards. Both David and Ed mentioned
those in very general terms to you. There is an unpredictable
nature to the regulatory process. We experienced it in 1990.
We constructed a sewer project, the South Treatment Plant, and
just at the time of turn on of that plant becoming available
to our community, the federal government changed the
regulations. At that time our wastewater project was planned
for the year 2000. The federal EPA changed their regulations
and advised us that that would no longer be acceptable and
that we had to deal with the issue of ammonia standards sooner
than later. The water project does have scheduling latitude.
And I am mentioning scheduling and construction in the similar
comments that I am making with finance because they do fit
hand and glove. Our water plant, as pointed out to you, has
some 100 year old facilities, is vulnerable and we ill likely,
if we continue to operate that plant for anything in the near
term, 3-5 years. We will make an investment in the old plant
to meet the federal regulations. The question becomes how much
do we invest in the old facility in order to satisfy our
compliance obligations and thereby, our environmental
obligations to the state and federal government. There are new
regulations with respect to water quality. Scheduling delays
are seen by some as being non-compliant. That is you are
postponing your obligation to deal with the environmental
issues of water and wastewater. That also is a policy matter.
Others say that there is a public health risk. Again, an issue
of what is your perspective on these projects. the question
the community ultimately has to answer from a financing
standpoint on the projects they choose to authorize is what
level of risk do we choose to assume. I would like to make a
little note on the compliance. Recently the federal
government, President Clinton signed the Unfunded Mandates
Act. As a council member pointed out to me just the other
evening, there is no such thing as unfunded mandates. Somebody
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pays. Now we prefer having some other governmental agency at
least contribute but somebody does pay. That law does not
eliminate our current responsibilities. It is not retroactive.
That law deals with future mandates and that law has a
threshold that is the amount of money that is likely cost will
trigger an obligation on the part of Congress to vote on that
particular mandate. It is not a free ride and it does not
guarantee funding for future projects. It does change the
whole perspective with respect to the federal governments
attitude towards local governments. That at least a procedural
vote on the part of Congress is required before an obligation
is put forth in the form of a mandate. There are many options.
There are many players. There are many opinions. And the
obligation that we have in both of these projects, both from
our obligations to the federal government, the community is
striking some sort of a balance. With that I will conclude my
financial commentary and we will look forward to some
questions. I know we have had some calls° Craig, do you want
to bring those over to us. If you wouldn't mind we will just
get started with calls that are coming it.
Q: Why not locate the Jordan and Silurian wells on the east
and south sides of Iowa City where the growth is?
Moreno/ When we first started our plan, we looked at that as a
possibility of stringing Silurian wells out towards the east
just south of the interstate. And what we decided to do is to
bring them closer onto the site and go south into is to see
what the possibility of a Silurian Aquifer was inside of the
Iowa City area. It is a possibility that we could go out east
and south in Iowa City in the future. At this time our
intention is to test the aquifer in that area, our existing
site, and see what issues or problems there may be with
interference in that area. And depending on those results we
may reinvestigate or shift from that point. One thing about
our project is it has been kind of a iterative process and as
Steve was saying, it is, you know, in the compliance scheme of
things I guess we have been allowed to continue to look at a
lot of different possibilities and so we will continue to do
that and so I see that as a possibility.
Atkins/ All done?
Moreno/ Yeah.
Atklns/ Not done yet.
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Q: Why has the water pressure decreased so much in the past
six months? Ed-
Moreno/ Well the water pressure is another issue that we are
attempting to address with this project. The water pressure in
certain parts of town is low and in Iowa City we have a unique
system in which we have what we call day time and night time
pressure. Our system if you will look around you will
recognize there are no elevated storage tanks in the city. The
only one is located at University Hospitals and that is part
of the University of Iowa system which is separate from ours.
Our tanks are underground storage tanks, 2 million gallon
storage tanks. One is located at Sycamore just south of the
Sycamore Mall. One is located on Rochester across from the
HyVee and a little bit towards the east and the west one is
located on Emerald Drive. These tanks function as independent
pumping stations and as the city grows we adjust the pressures
at those and at the primary hub of pressure which is the
existing water treatment plant. As we continue to grow there
will continue to be more pressure problems and again those are
some of the issues that we hope to address with the new
facility, the new distribution improvements and also by
upgrading the existing storage tanks and pumping systems as
soon as we can. So, we will make adjustments for that.
Atkins/ Could it possibly be there may be some localized problem
for this particular caller?
Moreno/ Yeah, it is possible. It could be an internal problem.
Atkins/ Why I mention that, those of you that are calling in and we
will try to get to everyone's question. If you need more
information please call back and give your name and number, we
may not be able to get it on this program. Someone from the
city staff can call you back and discuss it in a little ore
detail. If you are willing to do that, when you call in, leave
your name and number and we will call you back. Not tonight
but some time in the next day or so. because if, for example,
this is a localized problem, we would like to know about it
and be able to deal with it.
Q: Chuck, has value engineering, which I think we should
explain to the audience, looked into phasing the construction
of the water treatment plant?
Chuck Schmadeke/ First let me explain value engineering. Value
engineering is a process by which the city hired another
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independent engineering consultant to look at the design work
that has been completed by our primary consultant, Howard R.
Green Company. The value engineering process only looks at the
design elements that have been completed to date. our design
engineers charge was not to look at phasing of the
construction but to design a water treatment and source
facility. The value engineer study, then, was to look at that
design and value that and look for ways to save money. As far
as phasing of the construction of the project, I think city
staff and city council working together can determine whether
that is an advisable thing to do independent of our
engineering consultants.
Atkins/ Okay, thank you, Chuck. Another one for you, Ed-
Q: How is water in the aquifer storage system chlorinated?
CHANGE TAPE TO REEL 95-48 SIDE
storage, what risk for conversion to hazardous substances. You
got the drift of that.
Moreno/ Sort of. I believe that the question is asking about
disinfection by-products in the aquifer storage and recovery
technology. And what Des Moines is looking at and what we
would be looking at would be injecting treated water that
would be disinfected with chlorine into the ground and studies
have shown that-Let me go back. When you inject chlorine into
treated water there is the possibility of forming
trihelomethane which is a disinfection by-product. So the
water reacts with organics that may be in the water or other
constituents to form a regulated contaminate. I call it
disinfection by-product. There have been studies that have
shown that when you inject water into an aquifer for a period
of time, when you bring it back out it needs very little
treatment. Usually a tap of chlorine and it is ready to put
into the system and it has also shown that the disinfection
by-products that could be formed could be reduced after it has
been stored into that aquifer. I think that is what the
question was.
Arkins/ Okay, if not, the caller can call back and we will try to
elaborate some more for them. Next one we have is-
Q: can the city petition the federal government to relax
wastewater regulations?
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I think there are maybe two parts to that. David, I may call
upon you for one. Can we petition the federal government? The
answer is yes. However, in Iowa, the Iowa Department of
Natural Resources is the administrative agency enforcement arm
of the EPA with respect to wastewater regulation. This is
clearly a policy question and would be subject, I think, to
substantial debate because there are those that believe that
we should not relax those regulations that we have, certain
environmental obligations. I am sure there are going to be
others that do not share that decision or opinion. The
question of can we petition the higher governmental agency, I
think the answer is yes. Is there anything you need to add,
David?
Elias/ I would say the most likely recourse would be through legal
means in order to address that situation because they do
represent laws that are on the books and have been applied to
many communities already and for one community or one state to
have a variance or waiver would require adjustment in EPA's
laws.
Atkins/ Next question for Ed:
Q: The old Coralville Dam is in bad shape, particularly at the
east end. What are the plans for dealing with this?
Schmadeke/ The Coralville Dam was a power dam that was owned by
IIGE for many years and in the late 1960's they transferred
ownership to Johnson County. Johnson County has not maintained
the dam since they have taken over ownership. That dam is very
important to the City of Iowa City with its new water source
along the river. The pool of water that the dam creates
enhances our ability to draw waters from the alluvial wells
that we propose to construct on the water plant site. So, the
city wished to acquire that dam from Johnson County and in so
doing we will make improvements to the dam to make it
structurally sound and the problems that are existing on both
ends of the dam at this time will be corrected.
Atkins/ Anything you want to add? Ralph? Okay. A little longer one
so bear with me:
Q: I have a copy of a newspaper article that states that 50%
of the sewage water and 25% of the sewer solids passing
through the North Liberty Sewer Plant is not treated. This raw
sewage is dumped into a creek that flows into the Iowa River
just down stream from the Butler Bridge and just upstream from
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the several wells that are proposed along the Iowa River. Does
this worry your engineers who do not have to drink this water?
Okay, engineers-
Schmadeke/ I am not aware that that condition exists and if it does
exist, its in violation of the current law and of course, we
are concerned about that. And I think if it is true that it
will be corrected by the state.
Arkins/ Anything else?
Q: Could you explain more about the value of the site due to the
soil conditions. Ed- Excuse me, that is water.
Moreno/ I talked about the issues with the Iowa River. What our
intention is to 1-get better water up front and 2-match it
with the state of the art water treatment facility. The value
of that site is related to the source and also to the ability
to construct that facility on it. In particular, the alluvial
sands. As you look at that site you will recognize there is a
sand pit there and that sand, those sands and gravel, go down
about anywhere between 25-50 feet deep and those sands will
naturally filter the Iowa River water that we can then use to
treat further and then distribute through our distribution
system.
Arkins/ Okay. Here is one I like-
Q: What is the national average cost per gallon to produce
water?
I don't know, does anybody? I am sorry, we just don't have
that information. If the caller wants to leave a name and
number we will look it up for them if we can discover that. A
second question-
Q: What is the source of moneys used to purchase the land for
the water plant?
The moneys to purchase that land come from debt, the General
Obligation debt, to be retired by water rates. We chose to
utilize our GO capacity which means we have a higher rated
bond to provide the moneys to purchase the water plant site.
The debt, that is the money borrowed, will be repaid by water
charges.
Q: I have heard the city can save more than $1 million if they
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will not take approximately 18 acres of land lying along
Dubuque Street from KXIC towers to the Butler Bridge. The
developer states he will build housing for the elderly, a gas
station, convenience store, office buildings on this 18 acres
and bring half million dollars a year in taxes to help pay for
the plant. Question, will the city pursue this $1 million
savings on this land?
I think there is two things. One is I have no knowledge of the
$1 million savings. At least it has not been proposed to us.
Secondly, I will be looking at our City Attorney in the
audience. The land is currently in litigation. Is it
appropriate to comment further on that? Give a nod of your
head so I can tell.
Woito/ (Can't hear).
Atkins/ Okay, from a land use-We will do our best to answer that.
Okay. Again, the dollar figures, I don't have knowledge of
that.
Q: Will the city let the developer privatize this land and
save the tax payers millions of dollars to lower the sewer and
water increases that we are already being affected by?
First of all, the property taxes are not being utilized to pay
for water and sewer° It is the water and sewer users. At least
that is the proposal at this time. Is there anything you can
answer on the 18 acres. I am not so sure-
Schmadeke/ I could make a comment on that. The 18 acres in question
is the area adjacent to Dubuque Street. There is bedrock on
that particular 18 acres. We ~¢ould like to place the plant
itself on that bedrock/ By so doing we can save several
million dollars in construction costs because we can put the
foundation of the plant itself on the bedrock° The cost for
the land would not-we could not recover the several million
dollars that we would save by constructing the facility on the
bedrock. So I don't think the city is willing to give up that
18 acres.
Atkins/ Next question-
Q: Is the proposed new plant and I assuming they mean water
plant, capable of removing herbicides and contaminants that we
hear about in the news.?
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I guess maybe both of you because you both have the same
obligation. Or Ed more?
Moreno/ I think they are talking about the water plant. The water
treatment plant will be designed to remove some herbicides and
pesticides and that will be through a unit process called
filtration. There will be granular activated carbon which-
Atkins/ Ed, can I hold you for one second? There is a follow up
question. You may want to roll it together:
Q: What are the different chemicals the we use to treat the
water?
Moreno/ Okay. So the plant that we are proposing, a state of the
art water treatment plant, will be a much different from our
existing facility. 1-It will have a better source up front
being coming from both the alluvial aquifer, also from
Silurian and Jordan wells and partially from the Iowa River.
But much less than we currently have right now. The value of
the alluvial in that area is that it naturally filters and has
been shown to remove peak levels of contaminants such as
herbicides and pesticides. So, 1-the quality coming into this
water treatment plant will be better than we have seen from
our existing raw water source. The water treatment plant will
have a treatment processes that will start our with the river
component with a sedimentation stage which will remove dirt,
bacterial. Following that it will go into what is called lime
softening which will reduce some of the hardness but most
importantly will have a solids contact in it that will help
remove some organics and possibly a little bit of the
herbicides and pesticides. And following that it will be
filtered by a filtration system that includes granular
activated carbon and some of you may have this at home on your
faucets right now. And that will help to remove more.
Following that it will be disinfected with chlorine and we are
looking at the possibility of a different chlorination
process. So, it will be different and yeah, there will be some
removal in the water treatment plant.
Atkins/ Okay. Another call in question:
Q: Do large water users with sprinkler systems pay for the
required access capacity?
I am not real sure how to'answer that caller,s question. Yes,
you do pay for obviously use of your water. If this is a
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second meter question, I am not real sure how to answer that
question. If the caller is listening, could you call back and
clarify that one so we could have it back up and we will set
that one aside.
Q: If chlorine is believed to be a cancer causing, will you
continue to use it at the new plant?
And a follow up question-
Q: Is o-zone being considered as a disinfectant?
Moreno/ That is a good question. The chlorinati0n process can
create again what I call disinfection by-products that are
contaminants that have been shown to cause cancer when they
react with organics that are in the water. Again, we are
looking at in the future is improving our water first.
Secondly, removing ore organics so by the time we do introduce
chlorine to the water, the formation of those contaminants
would be minimized. So, as far as ozonation is concerned, the
water treatment plant will be designed so that we could add
ozonation if we choose to later. At this time we believe that
we can create the water that will be high quality enough so
that the disinfection by-products will not be a problem.
Arkins/ Okay, this is probably for Ed or Ralph-
Q: Will the wells for the new water plant impact the private
wells around the plant?
Ralph Russell/ As Ed mentioned earlier, one of the first things
that will be done in this project is actually set in motion
already, will be to construct one Silurian well at the plant
near the river, the northwest side of the plant site. That
first Silurian well be used as a test well. The well will be
pumped for an extended period of time. We have made contact
with 9-10 private well owners in the area and have made
9rrangement with them to get access to their well so we can
measure the impact of pumping the city's first well on the
private wells in the area. That network of 9-10 wells is
mostly north and east of the proposed plant site. The
information that will be assembled during that pump test-By
the way, in addition to the 9 wells that will be monitored off
site, we are constructing an additional 8 monitoring wells on
the plant site. Water levels in those wells will be monitored
during pumping of this test well. All of that information will
be analyzed and interpreted, modeling will be done to
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determine as much as we can about that aquifer in that part of
the city. That information then will be used to determine
where additional wells are located. You have seen a lot of
maps as part of the planning process so far. Those maps show
proposed locations for wells. Those are the best locations
that we could come up with at this point in time. We are
constantly assembling additional information and the
information that will be assembled during the pump test will
go a long way for determining what impact pumping one, two,
three, or four wells or any number of wells will have on
existing water users.
Atkins/ We have obviously loads of questions coming in, folks. If
you see me sorting, I am trying to get those that are-many of
them are very similar so we are trying to get them to come
together in some fashion and get one answer for a number of
questions. Ed-
Q: Will the new plant have auxiliary power so the whole city
doesn't lose water pressure?
Schmadeke/ I can answer that. The current design does not have
auxiliary power. When we were looking at the cost we felt that
with University Water Plant and Coralville's water system
which is independent of Iowa City's. With those two other
sources in the community, we can get by without having dual
power source at the plant. However, with the value engineering
study, they recommended that we incorporate a dual water
source and made suggestions on how to minimize the cost of
that dual source. So we are taking a second look at it this
time.
Atkins/ Q: When a main breaks, this is a water question, how do you
get the dirt out of the main?
Moreno/ When a water main breaks and it is repaired, the way that
the dirt is removed, if any dirt gets in it which is likely,
is by flushing hydrants following the main break. So it
necessary to remove dirt or air that might have gone inside
the line and that is usually the standard procedure for the
end of a main break.
Atkins/ Q: Will the sewer plant need to meet newer tougher federal
regulations over the next five years?
Will it need to? Yes. Will it-
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Elias/ We don't expect at this time any additional regulations
coming out that haven't been already been addressed by past
treatment processes. The ammonia issue is the only one that is
currently being held out to us as a potential.
Atkins/ Q: Is the pedestrian trail a part of the water plant
project?
Yes. And as a follow up, it is not to be financed by the water
revenues. It is to be financed by general revenues.
Q: What are those particles floating in the water?
Water or wastewater. I won't answer that. Ed, you get this
one-
Moreno/ At the Water Department we get lots of calls and questions
about quality, taste and odor and particles, perhaps. often
times when we go out and investigate we may find a point of
use device, something that malfunctioned. For the most part we
don't see particles floating in the water unless it is a
function of something that is occurring inside of a home. So
I guess I might need to follow up on that one.
Atkins/ I am not sure, we are getting a mix of audience and
callers. So if you want follow up on that, again, please leave
your name. Remember, at the end of the meeting we will be
hanging around for a while, so we can visit with you.
Wastewater, David-
Q: What was the chemical content of the foam on the Iowa
River? Is it treatable?
Elias/ Primarily that is two sources, two materials. There is some
residual material from waste as it comes through. We strive to
take out 95% of the waste that comes in. We are not required
to take out 100%. In fact, it is almost impossible to do. So
there is some waste that does pass through the treatment plant
and we are able to meet standards with what we are currently
discharging at both of our plants. However, there are some
biological things that remain in the river and as wastewater
discharges go into the river, it sort of stirs things up and
creates more bubbles. So that is just another sort of
naturally occurring phenomena sometimes.
Atkins/ Q: There is a fuel oil pipeline 2,000 feet long under 700
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pounds of pressure along the south and east corridor of the
Dubuque Street site. Will this line be removed? If not, if
this line leaks, could it permanently contaminate the site?
What is the cost of removal?
Three questions for you.
Schmadeke/ There is an oil pipeline along the south side of the
property. We have had two recommendations on what to do with
it. One is to move it to the south side of the highway where
the Pipeline Company has an existing easement and has existing
pipelines in that area. Another option is to replace the pipe
with a much higher quality pipeline material which will
minimize any potential for breakage. We are evaluating those
two options at this time. As far as permanently contaminating
the site, it could potentially contaminate one of the well
sites on the property. I don't believe that it would
contaminate the entire site. What is the cost of removal? The
cost of the removal of any contaminates would be borne by the
pipeline company.
Atkins/ And there may be the cost of removing the pipe, relocating.
Do you have a number for that?
Schmadeke/ Off the top of my head I think to move the pipeline to
the south side of the highway is about $400,000 and I believe
the replace the pipeline with a higher quality of pipe is like
$200,000.
Atkins/ Q: What condition is the Iowa River Power Dam in and how
much would the repair costs be?
Russell/ The conditions of the dam is probably on the ends of the
dam and some of the walkway aspects of the dam probably look
worse than they are. The dam is very repairable. It needs
significant repair. The dam was thoroughly inspected above the
surface as well as below the surface by divers who are also
engineers and there is a fairly detailed plan for repairs of
the dam structure itself which I believe amount stood between
$200,000-300,000. And there is an additional cost involved
with replacing the trusses and walkway across the top of the
dam if in fact it is used for a trail. General overall
condition probably looks really worse than it is. It can very
easily be repaired. Just as a follow up point in the dam I was
handed a note awhile ago regarding the question that Chuck
answered earlier on the dam and evidently there was some
confusion in the audience regarding which dam we were talking
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about at the dam. The dam that Chuck was referring to that is
really needed to flood the sands and gravel in the plant site
a water field and also to create a pool of water to install a
surface intake on the river is the dam that is located by the
Iowa River Power Company'Restaurant. It is the old power
company dam. We are not talking about the dam that forms the
Coralville Reservoir.
Atkins/ Q: Please detail the cost of the water and sewer projects
and the financing?
I think this is a call in question and I would like the caller
to call back and leave their name and number and I would be
happy to get back with you. We would be here for a long long
time if we went through that. The general costs now is the
water treatment project is approximately $50 million in 1995
dollars and the sewer or wastewater project is $41 million.
The financing as now planned is through the use os user fees
and until the time of whether it is bond, accumulating cash or
a variety of other factors, I really can't answer that
question. but if you would call back and leave your name and
number, I would be happy to call you and visit with you about
that one.
Q: Why, when the city has grant money, don't they apply it to
better water supply instead of giving it to neighborhood
centers or arts and other endowments?
Grant moneys that are granted to the city are I think almost
without question given for specific purposes. That is, for
example our CDBG Program is a grant of money from the federal
government which the city council and our CCN distributes to
various agencies and other worthwhile projects. Again, almost
without question, it is specifically identified for certain
purposes. The council is just not at liberty to take certain
grant moneys and apply it to water project or sewer project.
Q: In making changes in the water distribution system, how
could this affect different neighborhoods during construction
and after everything is completed?
Schmadeke/ The construction of new piping to enhance the
distribution system is primarily through either undeveloped
areas or across University property. There is very little
construction work that will be going on within developed
residential neighborhoods.
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Atkins/ Q: Is there federal money available to help with the cost
of building the new plant?
At this time and that is for both water and wastewater, to the
best of our knowledge no, there is not money being made
available for grants or loans to communities having to build
these new facilities. With respect to grants, I think it is
almost a certainty. Federal loan programs, quite frankly, are
probably of little benefit to the City of Iowa City because we
can borrow the same money in the private market cheaper than
we would have to pay the federal government. Right now there
is no moneys available.
Wastewater, David-
Q: Is it possible that wastewater is warm enough to heat a
greenhouse created for wetland treatment and could this be a
' 9
source of income.
Obviously it could be a source of income if we can do it
economically and technically.
Elias/ The wastewater temperature generally through the winter
months when you would want to be trying to heat a greenhouse,
generally drops to around 50 degrees F. It also would be-we
would have-currently we have about 10 million gallons that we
would have to run through there. Different areas have used
heat pumps recover energy, temperature energy, from wastewater
treatment. We haven't really looked into that as far as
applying it to greenhouse.
Atkins/ Q: Do we need to protect our water source areas from public
access?
I am assuming the question is one of the source of our water
supply and if that is the case the answer is yes, that limited
access I am sure would have to guaranteed. Secondly, the
treatment process at the plant, the security of that plant
probably even more so. So the answer is yes, we would have to
protect those.
Q: We did get the call back on the large water users in the
system and the follow up is that: is the required excess
capacity in distribution system, pipes, pumps, etc. Maybe just
handle the question of excess capacity at the plant.
Schmadeke/ Our distribution system that Ed alluded to earlier is
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200 and some miles in length. Throughout the system we have a
grid of larger pipes, twelve inch size and larger, roughly on
a mile grid. A smaller grid in the d.t. area and co~mercial
areas. But these pipes would provide sufficient flows for fire
protection. The larger size pipes are financed through the
water system as a whole and are not charged to independent
users. The charge to independent users are for pipe sizes that
are necessary to serve their particular development.
Atkins/ Q: If the city's pumping of the silurian aquifer damages
surrounding wells in the county, will the city compensate
those damaged? If so, how?
My understanding as a matter of law, the answer is yes, and
if so it would be paid for by the cost of the project. Linda.
Thank you. Okay.
Q: After spending $50 million, will the water taste any
better, look or smell different? Oh, please.
That's what it says. Tell us, Ed.
Moreno/ Yes. Yes.
CHANGE TAPE TO REEL 95-47 SIDE 2
Arkins/ Q: What other EPA standards are coming close to being
changed that might cause more cost? Either one of you.
Moreno/ Do you want me to go first. In the water industry, there is
some proposed standards that are being talked about. One is
the enhanced surface water treatment rule. There is also some
with respect to disinfection byproducts, and those are geared
toward reducing some existing standards and creating some new
ones with respect to disinfection by-products. I know that
this is probably difficult to explain here. And with the
enhanced surface water it is looking primarily at what is
called the total organic carbon and the removal of that which
again will assist in minimizing the production of
disinfection by-products. In addition to that I think the
EPA's focus is and will be here on the biological contaminants
with the issue of Milwaukee and the cryptospuridium outbreak
and bacterial contaminants. I think they will probably refocus
on that.
Atkins/ Okay. Dave
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Dave Elias/ And one other whole new area that the city may have to
eventually address depending on how regulations continue to
come up will be the area of storm water treatment, which is a
completely distinct, separate system from sanitary sewage.
Atkins/ Will you take a moment to describe storm water treatment,
just real quickly so they understand that is different from
what the two of you are responsible for.
Elias/ Stormwater would be the water that runs off from off, off of
streets, buildings, even off of the land and agricultural area
included inside a city that come from rain or snow melt or
something like that. That's a completely separate system.
Moreno/ Can I add something, Steve. The water treatment plant
design is being build or is being designed to address those
standards.
Arkins/ Okay.
Q: Will the water produced in the new plant be soft?
Moreno/ It will have a reduction in the hardness. In Iowa because
of the geology of the limestone, water is hard. What we have
experienced now are differences in hardness and I call
hardness by calcium carbonate, ranging anywhere between well
maybe 200 up to as high as 400 parts per million. What we ill
experience in the new plant with the lime softening process is
a consistent hardness of about 120 to 130 parts per million.
So, it will not be soft. It will have a reduction in hardness
though.
Atkins/ This is probably for you, Ralph.
Q: What regulations state wells must have a 1,000 foot radius
around them?
Russell/ There is not current regulation that requires. a legal
control of lands 1,000 feet from a well. Current requirements,
regulatory requirements, are less than that. They are 200
feet. The thing that we need to consider and have considered
in siting wells is the much larger issue of water shed
protection. It's quite obvious in any water source it is
important to protect the water shed that provides water into
that source. EPA has some draft regulations developed that are
not requirements yet that state that the 200 foot limitation
for legal control will be extended to something more than
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that. At this point we don't know exactly what that number
will be. It may be 500 feet. It may be 1,000 feet. It may be
1/4 mile or 1/2 mile. As you can imagine, the water source and
the depth of the water underground will depend upon how
subject that water source is to contamination. So there is no
current regulation that says 1,000 feet. There have been some
maps used in this project that show 500 foot radius circles
and 1,000 foot radius circles around all of our water sources.
Those are to call everyone's attention to the fact that we
need to pay attention to what may be coming in terms of
regulations. But most of all do what we have to do to protect
that water source or that water shed area.
Atkins/ Q: How much would it cost to test for the feasibility of
ASR, aquifer storage recovery? It says to test for.
Schmadeke/ The aquifer storage and recovery process, the
feasibility process, is kind of like a three phase project.
The first phase is to look at kind of the technical and legal
and regulatory aspects in the geology of the area. Whether it
is even possible. And the second phase then is usually to do
a pilot test on perhaps a test well and then from there,
depending on the results, to decide whether or not it can be
expanded. The exact cost of all of that I am not exactly sure.
Atkins/ That's okay. When you are not sure, you are not sure. A
question I can visit with you later.
Q: Didn't we just build a wastewater plant a couple of years
back? Are we going to have to jump and spend $10-20-30 million
every ten years to improve our wastewater plant? Does it ever
end?
Yes, we did build a wastewater plant. We began construction in
1988, completed in 1990 and at the time complied with the
regulations that were in existence. At that time we felt that
we had an agreement with the federal government. That is there
was a moratorium on any other capital improvements until the
year 2000. If you will recall, during my comments, we were
informed that those rules and regulations were changed and
thereby we had to meet the ammonia standards sooner than
later. Does it ever end? I wish I knew. I don't mean that to
be flippant but I wish I knew.
Q: Will the Elks Golf Course be compensated for the loss of
land? If so, at what costs?
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At this point we have no inclination to buy land from the Elks
Gold Course. So, at no cost.
Q: What percentage of the contaminants in the Iowa River are
a result of agriculture?
Schmadeke/ I don't know the percentage. But, you know, as we all
know-
Arkins/ Can I comment on that? I think folks have some idea. The
listener obviously is aware of that the issue is. Or the
caller-
Moreno/ I guess it seems clear that the water shed that extends all
the way up to north central Iowa is going through our primary
industry which is agriculture and so it is inevitable that
there would be some run off from that activity into the river,
as non-point run off. Some of the issues that we are concerned
about, nitrates, herbicides, pesticides, organics. I don't
know the exact percentage that would be related to them. I
mean it could be other man made contaminants that flow in
also. But I think it is clear that the water shed is, you
know, is subject to non-point sources from that industry.
Atkins/ Q: Did the value engineering study evaluate the possibility
of obtaining all of the water from alluvial sources such as
infiltration galleries, thus reducing dramatically the
treatment cost and capital outlay?
Chuck-
Schmadeke/ We have searched of about four years now for ground
water sources. We feel that we have, I think, established the
amount of alluvial water that we can utilize effectively with
our new system. The value engineers did not look at utilizing
all alluvial water. They did look at eliminating alluvial
water entirely because there are still a lot of costs
associated with the treatment of alluvial waters and what they
looked at is using more Silurian water and less alluvial water
because the Silurian water requires very little treatment.
They also discounted that because of the probability of
affecting wells in the county. They did look at water sources
as part of the value engineering study.
Arkins/ Ed, I have a series of questions. Let me step through
these.
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Q: What are the costs of the blending process?
Q: What percentage od the total cost does this represent the
water project, according to the writer?
Q: Is this cost worth the dilution factor?
And then an opinion.
Q: Wouldn't it be better to notify the public once or twice
per spring about nitrates versus spending all of this money?
Want to try that one?
Moreno/ I am unclear about the blending process.
Atkins/ I am assuming the reference is well water (can't hear).
That is what I am assuming it is.
Moreno/ With-I want to address this a little differently. With the
new sources that we are looking at, the alluvial water in
particular. What we see on the Iowa River, peaks and valleys
of different contaminants coming down. One of them being
nitrates. What our tact has been at the existing facility is
to dilute that down with water that has got virtually zero
nitrates which is coming from the Jordan Aquifer. With the new
process and the new source, we expect to see our reduced
levels of nitrates year around and any peaks that might come
down will be-the peak will be shaved off through this alluvial
sands. The utilization of the silurian and Jordan can assist
us with that and I guess we will continue to look that to
assist us should an extended period of contaminant even raise
the nitrate levels in the alluvial. I hope that is clear. As
far as the notifications, I guess with the nitrate
contaminant, if it is an acute contaminant and again it is
impacting on a risk group that is infant, six months of age
and less, and as you could see from the earlier presentation,
notifying everybody about this can be difficult and upsetting
and emotional. Whether we want to do that I don't believe that
that is what Iowa City wants to do. I don't believe that
continually notifying people that the water is unsafe and then
it is safe then unsafe is a wise way to go.
Atkins/ Got your opinion in, too, didn't you? A follow up in the
back for wastewater. David-
Q: Could you outline the cost differences for sewer plant
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options and the writer has break point chlorination, wetlands,
tree farming and biological?
Do you want to doodle and then come back to you?
Elias/ Yeah.
Atkins/ Okay, we will come back to that one.
Q: can the billing be reduced in increments of 50 cubic feet
instead of the current 1007
To the best of my knowledge it can but it would be a
significant cost because of the meter change over. If the
caller, again, would call back and leave your name and number,
someone from our Finance Department can explain it better to
you than I. But I do understand that the change over in the
meter, it is simply not that finally detailed whereby we could
measure it in increments of 50 as opposed to 100 cubic feet.
Call us back and we can have someone get back with you.
Q: Why is it proposed we process the University of Iowa
sludge? I think they mean the water sludge° Doesn't it add
more expense to the already expensive project? Chuck-
Schmadeke/ The University of Iowa sludges are a small component of
the total sludges that we will be producing. So it will not
change our operation significantly to add their sludges to our
process. We are not going to do it for nothing, however. We
will negotiate a contract with them. They will pay the costs
associated with the processing of their sludges.
Atkins/ Q: Is the city going to adopt a well head protection
ordinance? If so, when? If yes, will it exceed current IDNR
requirements? Will existing wells who do not meet these
requirements have to be abandon?
I think that a well head protection issue is more pertinent to
the county. I do recall, in fact, Chuck, you and I sent a
proposed well head protection ordinance to the county many
years ago and at that time there was-there did not appear to
be an interest in it. Exceeding the IDNR requirements, I
assuming that if you had a well head protection that is the
area around the well, you can exceed but not do less than
whatever the requirements are. But the city doesn't have
anything pending now with respect to well head protection.
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Q: When are you going to build the plant?
Let me just i
g ve y~u sort of a moments worth of what I
understand to be the issues as they relate to scheduling. When
the EPA removed our ability on the wastewater plant to build
in the year 2000, they instructed us that we had to build
wastewater improvements sooner. It is the intent to build the
wastewater plant, that is begin the construction, as early as
this fall. We have approximately a two year time table. As I
indicated in my earlier comments on the water project, there
is some atltude and that we are not now under orders with
1 '
respect to construction. We will be required, however, to meet
the new regulations. Whether we meet them at the old plant or
we meet them at a new plant is really of no consequence to the
EPA. So that time frame and the financing associated with it
is yet to be decided.
Q: Will Coralville resident be served by the Iowa City
Treatment Plant now or in the future?
Schmadeke/ We have been in contact with the City of Coralville
our water treatment facility ~h~u ~ ..... on
. , . ~. __v~ .~nuose aE this time, of
course, t~ ~alnt~ln their own facility and we w~,,1 ,
the capability with our design to s~L - ~ ---~dn t have
. , u ~¥~ ~nem anvwa . OF t
some ~o~nt in tlme it becomes advantageous ~ Y a
communities to work ~-~ ..... - for the two
.... . ~=t~r.ror a unified water treatment
facility I think at that time ~t would be appropriate to begin
negotiations.
Atkins/ Q: Now that we know that trails are going to be built on
the proposed plant, is not the tax payer paying for these
trails one way of the other. Who pays for the maintenance of
the trails? Now how does the park come into play?
The project site plan has a proposed trail along the river. It
will be up to the city council and ultimately- I lost my train
o~.thought. A~i right.. The trail system the s' ,
all of those ~ssues _ ,. ~te plan. and
co ' w~l~ be th~ respons~D~lit .
__~nc~l. when .they ultimately decide o~ ~h~ %~e c~y
a ....~ ~= ~¥er is to be financed by other
than water revenues. Who pays for those? Citizens of this
community and I am assuming they will pay for those through
their taxes. Who will maintain the trails? Again, f am making
the assumption that given the trail ideas that are being put
forth, maintenance of those trails Will be the responsibility
of the Depart of Parks and Recreation. How does the park come
into play? It is not relevant at this point in time. David,
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how are you doing on your numbers. Take a run at it? Want the
question again?
Elias/ Well, let's give it a try here.
Atkins/ Q: Please outline the cost differences for sewer plant
options?
Elias/ Okay, first of all we did never really cost out the
alternative with tree farming because we found that it was not
suitable on that site. And then in order to try to compare the
various costs for different processes, if we can, we would
just like to look at ammonia removal costs and for wetlands we
found that cost to construct for ammonia removal would be
about $25 million. To do the break point chlorination as
outlined earlier, that would be approximately $2 million and
then strictly to do ammonia removal by biological means at the
south plant would be $2.5 million. But there are many other
factors that come into play there. There are the need for
additional sewer pipes that may or may not be needed in any of
these options that kind of come and go depending on the time
frame you are in, how much you will need to move away from the
north plant and also we still have to consider the need for
just basic secondary treatment or BOD removal which is also
limited capacity at the north plant and actually there is no
growth potential at the north plant. There is some at the
south plant but it is not accessible to some of the parts of
the city. So, actually the sewer pipe issue also comes into
play there and changes the numbers as the projects are
actually laid out.
Arkins/ Can we say that we can't outline the cost differences
easily?
Elias/ Not easily.
Arkins/ Why don't we-we have that question and if the person either
called it in or is in the audience can stop by and visit with
us a little bit more about it., I think you could go forever.
We could probably come up with the cost components but we just
haven't calculated it.
Q: Why can't the sludge be removed on a more timely basis than
once or twice a year? This is water. It would take some amount
of trucking and we could save a substantial sum of the up
front costs.
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Moreno/ Let me comment about sludge first. One thing that I want to
point out is at our current facility we also produce sludge.
Sludge is that component of chemical and dirt that is in the
water that we are treating. What we do at this time we
discharge that , thousands and thousands of pounds of sludge,
directly into the Iowa River. In the new facility we will not
be allowed to do that and as far as sludge component it is
fairly new to us. We have not been dealing with sludge in the
past and the possibilities that you outline there are
possible. I mean we could look at trucking more often than
twice a year. So I guess we are still looking at it.
Schmadeke/ It is very difficult to haul more than twice a year,
however, because our proposal is to haul this out onto
agricultural land. the only time we can haul on agricultural
land under production and that is the land that we hope to
haul to is in the spring and in the fall of the year. We have
had experience with that at the wastewater plant because we
also haul wastewater sludges to farm land and there are some
years when because of the weather we can't get into the
fields. It could either be dry when the farmer wants to get in
there immediately in the spring as was the case last year and
they don't want us in there or it could be a wet year when we
can't get in. So we need the storage capacity to ride out
those periods when we cannot get into the fields.
Atkins/ This is probably a question for both Chuck Meyer and Ralph-
Q: What are other communities doing who are in similar or the
same situation? Are they building the same kind of treatment
plants?
You serve a number of communities. Either one of you are to
begin.
Russell/ There are a number of communities in Iowa. Well, in other
states I am sure as well. But I am most familiar with Iowa.
That are faced with the same situation we are faced with here
in Iowa City and that is building water and wastewater
facilities at the same time. There are a lot fewer facilities
or fewer communities that have the water source like we have
here. In other words, the surface water. It is very easy to
compare Iowa City to Cedar Rapids, for example, of to another
eastern Iowa community and t~e danger in doing that is that
some communities may not be using surface water. Surface water
treatmentplants are more expensive and you can see in this
recommended solution to Iowa City's water problem we have used
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about four different water sources. The objective here is to
use the best quality of water that is available to keep the
treatment costs down. Just a couple bits of information
regarding what are other communties paying. Communities in
Iowa, Boone I think is a community of about 10,000 people
maybe. They are probably going to be spending about $20
million on water and wastewater. Winterset has just recently
completed a water and wastewater facilities. I think they
spent about $10 million in a community of about 5,000 people.
So, there is just a couple of examples that if you look at
total expenditure for water and wastewater together, it is
very similar to what we are seeing here in these two projects
total. Its risky to compare that way because everybody has a
different water to treat and everybody has different
facilities from which to start when you are constructing. So,
that just gives a little bit of information.
Atkins/ Chuck, do you want to add to that.
Meyer/ I just might make a remark or two. During ammonia removal
and this certainly isn't something new. A number of
communities in Iowa and as well as around the country have had
to provide ammonia removal in years past already. A real
visible example of probably many of you have noticed is the
City of Newton wastewater plant is right adjacent to I~80 on
the south side of the highway. And we designed that plant for
them in the early '80s, built in the mid-80's. So that has
been ten years ago and they were required to provide ammonia
reduction at that time. The standards have gradually become
more strict over the years and is being applied to a broader
base of communities at the present time. But I would say
probably Iowa City is towards the end of the scale rather than
the beginning of the scale on communities that are being
required to provide ammonia reduction. One other comment, let
me throw in. Amm~onia reduction is different than the standard
wastewater treatment requirements of past years. That is that
we refer to BOD or organic removal and all communities were
required to provide the same level of treatment whether they
were large or small or whether they were on a very large river
or a small river for those types of contaminants. However for
ammonia, all communities aren't required to provide the same
level of removal. It is a function of the size of the stream
compared to the size of the discharge that is put into the
stream. It is a stream standard. It isn't a universal across
the board standard that all communities do the same thing and
that there are a number of communities that do not provide
ammonia reduction and never will have to because their
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discharge is relatively small compared to the size of the
stream that they discharge into.
Atkins/ There is a follow up question. If you can't answer it, you
can't answer it.
Q: Do you have any idea how the coremunities that you mentioned
are paying for their improvements? I assume their financing
options.
Russell/ Practically all of the ones I am aware of are revenue
bonds paid by rates. And the variations to that I think,
Steve, are many communities will sale GO Bonds to reduce the
coverage as required and to get a little better rate on the
bonds. But, in almost all cases that I am aware of, water
rates pay for water improvement and sewer rates or sewer
revenues pay for sewer improvements.
Atkins/ A water question-
Q: If the city moves ahead to build the water treatment plant
soon, doesn't that preclude taking advantage of other options
that have been put forth such as the ASR?
Moreno/ No, I believe that they go hand and hand or could go hand
and hand. I guess my feelings are that the issues in Iowa City
are related to water quality and that has been the focus of
our plan and our project and I think we need to address that.
Following that there are other possibilities with ASR that I
think we can explore.
Arkins/ Q: can maintenance roads to the wells and along the mains
double as trails?
If I recall, I can answer part of that, I know that our-I
think the Riverfront and Natural Areas Commission has
discussed extensively the use of our sewer easements for the
use of trails. I know those are specifically being considered.
The maintenance roads. Okay. Here's a down to it question,
David-
Q: What was the odor coming from the south plant last week?
Elias/ We were cleaning out one digester and taking our some winter
storage materials.
Atkins/ And that means it smelled.
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Elias/ It smelled.
Arkins/ A: Has the City of Iowa City had to address the IDNR with
any type of assurance that the improvements are financially
responsible? The financial justification being the citizens
projected 30% water rate increase for starters. The DNR
requested this type of data from North Liberty.
I am not sure how to answer that question. I can assure you
that we present to the IDNR, Iowa Department of Natural
Resources, when we go through the process of review of our
projects. I do recall specifically about 2-3 years ago and I
don't know if I incorporated it in the packet of information,
that we asked the DNR for some sense of what financial issues
were and how we may have to go about it. And quite frankly,
the IDNR's position was that is our obligation, our
responsibility. That they have another set of
responsibilities. I think the bottom line is that, I don't
want to be too harsh, but that financial obligation are ours
to fulfill whatever the rules and regulations are at the time.
As far as this request from North Liberty, I will certainly
contact my colleague from North Liberty to find out exactly
what that means. I don't really know any more than that.
Q: How expert is the Howard R. Green in infiltration galleries
technology?
Russell/ I would say not very expert. We have done a little bit of
study and data collection primarily utilizing not just our
knowledge but also the knowledge of the American Water Works
Association. Those of us working in the industry obviously
subscribe to association technical journals and so forth and
it is very easy in this computer age to do literature searches
that give us in£ormation within the industry on a particular
subject. We have Hol]e the literature search on infiltration
galleries. We have looked at a preliminary matter regarding
how an infiltration gallery may be applied to this site, the
site of the proposed treatment plant.
Atkins/ Do you want to describe quickly infiltration gallery.
Russell/ An infiltratinn qallery is usually 20-25 feet below the
surface. Usually nnt deeper than that. It is a trench that is
dug where a p~-!'~ted pipe or some kind of conduit is
installed in thn t~nnch and granular material packed around
the pipe. And t~.% becomes the collector that is installed
horizontally fai~]~· ~hallow in the area and discharges into a
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concrete structure, a silo of some kind, that you build
underground which becomes the reservoir from which you pump
the water. out initial analysis of infiltration galleries,
based on the information we have, indicates that the site
conditions that we have and that is we have some fairly fine
particle material near the surface and then we have sand
beneath the surface. All of the sand that is there is a fairly
fine nature. It is not very course. Infiltration galleries
work much better when you have course material near the
surface. We have done some preliminary cost estimates on what
it might cost to construct infiltration galleries in order to
collect as much water from the site as is available and the
costs are really quite large because the area would have to be
de-watered in order the construct the laterals. We would have
tremendous de-watering costs including shoring and so fourth.
So, we are not experts on infiltration galleries. We have been
able to collect some information on them and the preliminary
analysis that we have done indicates that what we have
proposed, in other words the horizontal collector wells, are
going to do a better job of obtaining more water for the site
at a lower cost than the infiltration galleries.
Atkins/ Okay. A question specifically for you, Chuck. Who benefits?
What kinds of people, industry, etc. from the specific
wastewater improvements?
Schmadeke/ Is the question-
Atkins/ Ammonia removal is the issue.
Meyer/ Ammonia removal is required because ammonia in the river is
toxic to certain aquatic organisms or even fish at certain
levels. So, the primary motivating factor behind removal of
a]mmonia is to protect the aquatic ecosystem in the Iowa River.
Ammonia also utilizes the oxygen out of the river in the
natural decomposition process once it is discharged. So it not
only serves as a toxic material. It also depletes all the
oxygen that can affect aquatic organisms. So, it doesn't
benefit any class or group of people or industries. It's
protection of the stream.
Atkins/ Q: Why is it that the financing of a water and wastewater
plant bond issue is not subject to public approval?
In Iowa, the law has very specifically identified what they
call essential and non-essential purposes for bond issues. The
city council has latitude with respect to their ability to
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authorize bond issues for certain specific purposes. Water and
wastewater being one of those purposes. The other evening, for
example, we did a refinancing of a parking bond. They have the
authority to do that. We did a financing project on a number
of street improvements. They have the authority to do that.
Spelled out in the law, our requirements to do referendum on
other issues. For example, if we were to build the new park
and use any sort of general obligation debt beyond $700,000,
it does require a referendum. Rather than get into the details
of the law, I can provide the writer with that. If they can
call back or see me afterwards.
Ladies and gentlemen, we are down to about the last minute. Is
there anything anybody on the panel would like to add. I think
needless to say, we seem to have a pretty successful evening.
One final comment. I didn't comment on the question about the
North Liberty discharge. Just a couple of words on that. The
North Liberty discharge into the Iowa River upstream from the
intake point at the new plant site. The question I think was
are the engineers concerned about that. At the level I think
at which the writer of the question described, I would have
more concern than at the discharge limits that are required by
their permit. The final comment I think that is important is
that the plant that is proposed will provide adequate
treatment for that water with that discharge in the stream. I
think that is the important point here. No site is perfect.
That is one of the small drawbacks of this site. It is not a
deal breaker so to speak.
Atkins/ Ladies and gentlemen, listening audience, thank you very
very much for the time and effort you have obviously put
forth. The calls did come in and we really appreciate that. On
behalf of the city staff I want to thank you and members of
the audience know there is a number of city council. I think
I can speak for them and say thank you and good evening.
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