A. Minnetonka Middle School Well Project Update
CITY OF
CHANHASSEN
7700 Market Boulevard
PO Box 147
Chanhassen, MN 55317
Administration
Phone: 952.227.1100
Fax: 952.227.1110
Building Inspections
Phone: 952.227.1180
Fax: 952.227.1190
Engineering
Phone: 952.227.1160
Fax: 952.227.1170
Finance
Phone: 952.227.1140
Fax: 952.227.1110
Park & Recreation
Phone: 952.227.1120
Fax: 952.227.1110
Recreation Center
2310 Coulter Boulevard
Phone: 952.227.1400
Fax: 952.227.1404
Planning &
Natural Resources
Phone: 952.227.1130
Fax: 952.227.1110
Public Works
1591 Park Road
Phone: 952.227.1300
Fax: 952.227.1310
Senior Center
Phone: 952.227.1125
Fax: 952.227.1110
Web Site
WII'II.ci .chanhassen.mn. us
A
MEMORANDUM
TO:
Todd Gerhardt, City Manager
FROM:
Paul Oehme P.E., Dir. of Public Works/City Engineer -? fJ.
,,~ .
DATE:
February 25,2005
SUBJ:
Minnetonka Middle School Well Project No. 08-08: Update
BACKGROUND
Staff has been working on the possibility of converting the City-owned Minnetonka
Middle School well into a municipal well. As you are aware, the City recently lost
the use of two water supply wells during heavy irrigation pumping last summer.
Currently, the City is in the process of drilling two new wells, Wells 12 and 13, to
replace the lost well production. The school well improvement is proposed to add
additional capacity to the system needed to meet demand in the short term from new
developments coming on line such as the Chanhassen High School. The school well
was drilled in 1963 before the current well code was in force and was turned over to
the City in the 1970's after the school hooked up to City water. The pump and motor
currently in the well can only pump 250 gallons per minute (gpm) and does not have
the required chemical treatments available to pump into the distribution system. The
City test pumped the well last fall to determine if it could yield more than the current
250-gpm capacity. Also, in conjunction with the test pumping, Barr Engineering
completed a groundwater model of the west well field to identify any well field
interference issues. Based upon this information, it was determined the well could
yield between 700-800-gpm with no interference issues. The aquifer into which the
well is constructed could yield more, however, there is a 6" casing at the bottom of
well which limits the yield of this well. The City also received a preliminary
evaluation of the well from a well contractor last fall regarding redeveloping the well.
DISCUSSION
Staff met with the Minnesota Department of Health (MDH) and explained the City's
water needs to them and asked permission to make modifications to the school well
and use it as a regular well during peak days. On February 4, 2008, the MDH
commented on staff's request. Unfortunately, the well was not constructed to current
well code requirements and it would be very difficult and expensive to have this well
fixed to comply with current well code. However, the MDH did say it would give the
City permission to use the well on a regular basis under certain conditions which are
detailed below.
The following criteria would need to be met in order for the Middle School well to be
used as a municipal water supply:
The City of Chanhassen · A growing community with clean lakes, quality schools, a channing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play.
Todd Gerhardt
Minnetonka Middle School Well Project
February 25, 2008
Page 2
1. A complete water quality analysis for this particular well has not been conducted
in some time due to the well being used only as an "emergency backup"; water
analysis for VOC's, radionuclides, radon, TOC, nitrate and coliform bacteria must be
run at a minimum. All samples must meet the requirements of the Safe Drinking
Water Act.
2. The well must be located at least 50 feet from potential sources of contamination
as specified in Minnesota Rules Chapter 4725. A well site survey by a representative
of the Minnesota Department of Health must be conducted.
3. The well owner must obtain an appropriations permit from the Minnesota
Department of Natural Resources.
4. A preliminary wellhead delineation worksheet must be completed for this well and
submitted to the MDH for review.
5. The well owner must provide written documentation that they own or legally
control all land within 50 feet of the well. The City would need to obtain an easement
from the School District for this requirement. The easement would have a sunset
clause.
6. A copy of the downhole camera videotape must be provided to the MDH for
reView.
7. After December 31,2009, the well will not be allowed to be used as a community
water supply well to meet average day demands. If the City would like to keep the
well as an "emergency back-up" well, then the MDH will allow this designation until
the year 2012. An "emergency back-up" well designation significantly reduces the
allowable pumping of the well. By December 31,2012, the well should be sealed in
accordance with Minnesota Rules Chapter 4725.
8. The MDH may revoke the approval to use this well if the well is found to be
vulnerable to contamination during the time period specified, or if the property
ownership or legal easement changes.
Staff feels the City can comply with the MDH requirements assuming that the School
District is willing to work with the City and grant the required easements. The main
issue is the requirement to cap the well by the end of 2012. The school well would be
used as a peaking well during high demand periods in the summer and would function
primarily as a backup well throughout the remainder of the year.
With respect to the requirements, staff feels the necessary improvements are cost
effective even with the conditions set forth by the MDH since the necessary
improvements would be planned in such a way to allow for a future well to be drilled
nearby replacing the school well when it is sealed. The new well would be able to
G:\ENGIPUBLIC\_2008 Projects\08-08 School well No. 14\bkgd 022508 Council worksessiol1.doc
Todd Gerhardt
Minnetonka Middle School Well Project
February 25,2008
Page 3
utilize a majority of the infrastructure installed to connect the school well to the
distribution system. The plan is to connect the school well to the City's system by
direct boring a raw watermain from the school well to Well No. 7 located at the
comer of Lake Lucy Road and Lake Harrison Circle. The raw watermain would be
placed on the site where a new well could be drilled in the future. The water from the
school well will receive chemical treatment at Wellhouse No.7 and then be directed
down to the low zone system via an existing raw watermain pipe intended for future
use as water supply main for the proposed west treatment plant.
If the project moves forward, the improvements would be designed to plan for drilling
a future well after 2012. This is roughly the same time when the City is planning to
consider building the west water treatment facility. The electrical system serving the
school well and most of the raw water piping would be sized so that it could be used
by the anticipated future replacement well and so would not be lost once the school
well is abandoned and sealed. In addition, it may be possible to size the new pump
and motor for the school well so that they too would be usable in the future though
this is not yet known. The only infrastructure that would not be reused by a new well
is approximately 300' of 12" raw watermain pipe, the pitless adaptor on the well
itself, and some of the electrical wiring that would run from the electrical vault to the
school well. The cost of infrastructure that would not be reused by a new well but is
necessary for the school well is estimate at this time to be between $50,000-$90,000.
Staff is planning to review this information with the Council and get direction on
whether they think the project should move forward.
Attachments: CIP Page
Drawings
c: Brian LeMon, Barr Engineering
G:\ENGIPUBLICI_2008 Projectsl08-08 School well No. 141bkgd 022508 Council worksessioIl.doc
Capital Improvement Program
City of Chanhassen, MN
2008 thru 2012
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Account # 3
Contact
Department Water System Improvements
Type Unassigned
Useful Life
Category Utilities
P.'iority nJa
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Project #
W-045
Project Name West Junior High School Well
Account # 1
Account #2
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Total Project Cost $715,000
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Description I
This improvement will convert the school well from a stand by well into a regular producing municipal well. Currently, the well can only produce
250 gpm. It is anticipated the well could produce as much as 800 gpm. The project consists of a new submersible pump and using some electrical
components from well #5 that are anticipated to be decommissioned. A new water main is necessary to be extended to well #7 well house for
chemical treatment. Valve improvements are also anticipated to have the ability to bleed this water out ofthe high zone pressure area.
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Justification I
To meet the current water demand of the city.
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Expenditures
Construction
2008
715,000
715,000
2009
2010
2011
2012
Total
715,000
715,000
I
Total
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Funding Sources
Water Utility Fund
2008
715,000
715,000
2009
2010
2011
2012
Total
715,000
715,000
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Total
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Operational Impact/Other
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I
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132
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25
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(:)
o
Feet
25
75
I
50
-
BARR
Figure 1
School Well Site
City of Chanhassen
Chanhassen, MN