HomeMy WebLinkAbout35. Future Agenda Items
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TO: Honorable Mayor and Members of the Common Council
FROM: James Rabe, Director of Public Works
DATE: February 17, 2022
RE: Clearwells Project – Update on Investigating Other Options
The Wisconsin Department of Natural Resources (WDNR) first put the City of Oshkosh
on notice that the current onsite treated water storage tanks (clearwells) did not comply
with State of Wisconsin Administrative Code requirements as a part of the Sanitary
Survey in 2007. Since that time, Public Works staff have spent significant time working
with our engineering consultants to study options to bring our treated water storage into
compliance with State regulations. Throughout the course of the studies, the team
regularly communicated with State regulators (WDNR and the Public Service
Commission of Wisconsin (PSC)).
During a 2014 meeting with WDNR staff, it was made clear to the City that the WDNR
would require the replacement of the clearwells in compliance with the State of
Wisconsin Administrative Code requirements. For that reason, the City focused design
efforts on clearwell replacement design concepts. During a web meeting on February 4,
2022, WDNR indicated they would be willing to entertain an option which would allow
the existing underground (below groundwater) clearwells to remain in service. While
that web meeting was not the place to discuss technical options, the WDNR staff made it
clear that they would expect a physical inspection of the existing storage tanks to be
completed and “additional mitigation efforts are necessary to ensure adequate treatment
if the integrity of the tanks would become compromised and was undetected between
inspections”. Based upon the results of that inspection, they would then entertain options
from the City, with the expectation that there would be some other mitigation or
treatment process in place to protect the drinking water in the event that groundwater
was able to infiltrate into the tanks. This option would not be considered a reconstruction
project, which would trigger the requirements for above ground tanks.
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If the Common Council desires staff to continue to explore this new option, we would
work with our consultant design team to begin groundwater sampling and testing to
determine what, if any, contaminants are present in the groundwater. After the ground
thaws, the tanks could then be inspected in accordance with WDNR requirements. Based
on the results of that inspection, we would then develop potential repair and mitigation
options to discuss with WDNR technical staff. It is currently estimated that it would take
approximately 6 – 8 months to complete the inspections and groundwater sampling, and
to develop potential repair and mitigation strategies to present to WDNR and gain their
approval. It is estimated that this additional work would cost approximately $140,000.
Until groundwater monitoring can be started, and the physical inspection of the tanks is
completed, we cannot reasonably estimate what the costs of pursuing this option would
be. However, based upon the extensive experience of the Jacobs engineering team, they
have prepared some potential estimates. A comparison of the costs is in the table below:
Project Component
At-Grade Circular
At-Grade Square and
Rectangular
Extend Existing
Clearwells Service Life
Proposed tank size (gallons)
Two 84’ Diameter tanks
with 28’ wall height and
34’ to top of domed roof.
(1,000,000 gal each)
South, 92’ square. North,
84’ x 130’ rectangle. Both
tanks have 17’ wall height
and are 18’ to top of sloped
roof. (850,000 and 1,150,000
gal, respectively)
Existing North and South
Clearwells would be
maintained. The center
clearwell would be demolished
and the new pump station and
treatment would be installed.
Resulting capacity total is
1,900,000 gal.
Inspection and
groundwater sampling
and analysis $140,000
Mitigation proposal to
WDNR and design $190,000
Storage tanks cost $5,398,600 $9,548,300
Clearwells repairs $2,600,000 - $3,800,000
Pumping stations cost $7,301,700 $7,301,700 $4,746,100
New mitigation barrier and
Pump Station redesign.
Assumed UV disinfection $4,155,000
Subtotal $12,700,300 $16,850,000 $11,831,100 - $13,031,100
Ozone System $7,804,800 $7,804,800 $7,804,800
Emergency Generators $4,707,900 $4,707,900 $4,707,900
Demolition/site work $3,357,000 $3,357,000 $3,357,000
Auxiliary Improvements $1,210,600 $1,210,600 $1,210,600
TOTAL COST $29,780,600 $33,930,300 $28,911,400 – $30,111,400
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We currently estimate that the best extension of life of these assets that we could achieve
is 20 – 40 years. At such time, it is anticipated that reconstruction of the clearwells would
be required. WDNR staff have made it very clear that, at such time as the clearwells are
reconstructed, the requirements of the State of Wisconsin Administrative Code must be
complied with. When asked if buried tanks with secondary containment would meet
code, WDNR’s response was “The Department would not consider this to meet the
intention of the code”. This means that eventually, the City will have to construct
aboveground structures to maintain the storage above groundwater.