HomeMy WebLinkAboutCC September 17, 1996
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.w. . ANDOVER, MINNESOTA 55304. (612) 755-5100
Regular City Council Meeting - September 17, 1996
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Call to Order - 7:00 PM
Resident Forum
Agenda Approval
Consent Agenda
Approval of Minutes
Discussion Item
1. Approve Changes to Assessment Policy Guidelines
2. Survey/Woodland Terrace
3. Approve Date for "Town Meeting"
4. Association of Metropolitan Municipalities Membership
5. Accept Report/Water Supply Plan
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EDA Meeting
6. City Purchase of Salvage Yard
Non-Discussion/Consent Items
7. Delinquent Utility Bills
8. Lot Split/Variancel1422 - 161st Avenue NW
9. Lot Split/Variancel1444 - 161st Avenue NW
10. Variance/3552 - 134th Avenue NW
11. Amend Ordinance 10
12. Special Use Permit/l year extensionIHope Lutheran Church
13. Approve Final Payment/92-19/Weybridge 3rd Addition
14. Anoka County 1996 Warranted Signal List
15. Approve Quotes/Hartfiel's Estates Lot Cleanup/96-21
16. Article/ Anoka County Highway Funding
17. Approve Resolution Approving Reimbursement/LSchalwig
18. Approve 1997 Law Enforcement Contract
19. Approve 1997 Cable Commission Budget
20. Approve Replacement/Asphalt Spray Patcher
21. Award Bid/94-30/City Hall/Concrete & Masonry
22. Award Bid/94-30/City Hall/Earthwork & Site Utilities
23. Approve Resolution Removing State Aid Designation Between
Crosstown Blvd & Round Lake Blvd.
Mayor-Council
Payment of Claims
Adjournment
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: September 17. 1996
AGENDA SECTION
ORIGINATING DEPARTMENT
ITEM NO.
City Clerk
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Approval of Minutes
Approval of Minutes
The City Council is requested to approve the following minutes:
September 3, 1996
Regular Meeting
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
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DATE:
September 17 1996
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
ITEM NO.
Approve Changes to Assessment
. Policy Guidelines
i.
Scott Erickson,
Engineering
At the direction of the City Council, staff has drafted the following assessment policy to be
applied to active agricultural properties:
Assessments to active agricultural properties may be deferred by the City Council until a
designated future year or until the subdivision of the property occurs or construction of
improvements thereon which shall require street access. The deferment shall be identified on
the assessment roll as being subordinate to all present and future encumbrances or financing
associated with property.
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Construction of improvements shall be defined as activity upon the property which requires the
need for approval from the city, county, state or federal governmental agency. In the event
that such construction of improvements is only upon a portion of the property for which the
assessment is deferred, such deferral shall be terminated against that portion of the property
where the improvement is located in an area equal to the minimum lot size established for the
zoning district within which it is located. Such deferral can be on such terms and conditions
and based upon such standards and criteria as provided by Council resolution.
The City Council had indicated that a mechanism should be provided to eliminated the
financial constraints a deferred assessment can impose upon an active agricultural activity.
The subordination of the assessment to existing and future financing addressees this concern.
The City Attorney, Mr. William Hawkins, has reviewed this item and has concurred with the
policy as noted above.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
RESOLUTION APPROVING AMENDMENT TO THE ASSESSMENT MANUAL
POLICY AND PROCEDURE GUIDE.
WHEREAS, the City Council approved the Assessment Policy and
Procedure Guide for special assessments on March 19, 1991; and
WHEREAS, the City Council believes that deferred assessments to active
agricultural properties should have a deferred assessment subordinate to existing
and future financing.
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NOW, THEREFORE BE IT RESOLVED that the Andover City Council
hereby approve the amendment to the assessment manual entitles, "Assessment
Manual Policy and Procedure Guide."
BE IT FURTHER RESOLVED that the amendment shall be dated with the
date of this resolution and this resolution shall be made part of the manual.
Adopted by the City Council of the City of Andover this 17th day of September
19 96.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE September 17.1996
AGENDA SECTION
ADMINISTRATION
Richard Fursman
Discussion
ITEM NO.
c3,
Survey/Woodland Terrace
Background:
The attached letter and survey card were recently distributed to the residents of the Woodland
.J Terrace development. The survey is being done to give everyone in the neighborhood the
opportunity to express an opinion on the traffic issue. The results of the survey will be available
at the meeting.
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304 . (612) 755-5100
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September, 1996
Dear Resident of Woodland Terrace:
The City Council is requesting your help in determining future City involvement
regarding traffic control in your neighborhood. The City has received mixed reaction
with efforts to control the speed and volume of vehicles in your area. Recent traffic
studies conducted by the County indicate the vast majority of trips made in and out of the
neighborhood are made by residents. The remaining trips such as friends, relatives, day
care, etc. are typical when compared with the levels found in most other neighborhoods.
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There are those on both sides who feel "their" side of the issue is poorly represented at
meetings at City Hall. A response card is being made available to you and everyone else
in the neighborhood, in an effort to give everyone an opportunity to be heard.
Please take a few moments to fill out the attached post card and drop it in the mail. Your
survey card must be put in the mail by Friday, September 13. The cards will be tabulated
on September 17, with the information given to the City Council that evening at the
Council meeting.
The delivery of the survey and the tabulation of results is being done by an individual for
community service at no cost.
Thank you for your time and cooperation.
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WOODLAND TERRACE TRAFFIC SURVEY
. Do you think the City should spend more time trying to resolve traffic problems in your neighborhood? (Cirde One)
Yes
No
No Opinion
. How much would you be willing to be assessed for road alterations to limit traffic? (Cirde One)
<D None
<%I $250-$500
<]) $500-$750
. What method of traffic control would you recommend? (Cirde One)
<D Speed Bumps
<%I Close Roads
<]) Police
. Do you think more neighborhood meetings are necessary to discuss the traffic issue? (Circle One)
Yes
No
No Opinion
Comments:
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I live on
StreetlAvenuellanelCourtlCircle NW.
(Cirde One)
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE September 17.1996
AGENDA SECTION
ADMINISTRATION
Richard Fursman
Discussion
ITEM NO.
.8. Approve Date for "Town Meeting"
Background:
/ The Council is requested to set a date for the "Town Meeting". A tentative date has been set for
Wednesday, October 23 at 7:00 pm at Oak View Middle School. If this date is unacceptable, we
will need to set a new date as soon as possible in order to reserve the Cafetorium or the Oak View
room at the new Oak View Middle School.
The following are suggestions available for discussion by the attendees:
1. Police Coverage
2. Street Assessment Policy
3. Community Center
4. High School Planning
5. Development Track
For discussion: (1) Does the City Council desire to have a list of topics, or is an open mike
preferred? (2) If200 people show up, at 1 (one) minute a piece, that's 3 (three) hours and 20
minutes. Would you draw names?
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE September 17.1996
AGENDA
SECTION
ADMINISTRATION
Richard Fursman
Discussion
ITEM NO.
4 Association of Metropolitan Municipalities Membership
Request:
/ The Council is requested to consider possible membership in the Association of Metropolitan
Municipalities. Four weeks ago,Vem Peterson, the executive director of the AMM, was present at
the City Council meeting to describe the organization and answer any questions.
The AMM is a service and lobby organization for cities in the metropolitan area. Currently, about
90% of the metropolitan population is represented in communities involved with the AMM.
The AMM is involved in every crucial issue which face the cities in the metropolitan area. These
issues impact Andover from time to time. As Andover continues to grow, the City's ability to
impact the region is further recognized. Enclosed is a letter from the executive director, Vem
Peterson, urging the City to become a member of the association. Membership fees for 1997
would be $4,866 if the City decided to join.
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Boorc10f Directors
Pre5.'c/en!
Torn Ego.')
EC!~7a.'1
Vice Prnsidont
J/rn Prosser
Riel/f/old
Post Pres/donI
Joon Cornpbc/I
/'v!/f)!)eOOo!/s
Diree tQfS
Chuck Arn7strong
Sf. Paul
Fronk Bo yles
Prior Lake
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Jock Denzer
Collage GlOve
Susan Hoyf.
Falcon Heigh Is
Ann Lenczewskf
Bloon7ington
Gero/d Olten
Ne1t'Hopc
janice /?etln7on
Sl,Paul
Merk Seiher
White Bear Lake
Terry Schneider
A1innetonk:a
,\'/rk Schnitker
Champ/in
Be,u!y Schu!lz
Ba}porl
Pal Scotl
A1inneapolis
Char/otic Shover
Burnsvil./e
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~Vt!/iam Tho/npso/7
Coon Rapids
Eh"Tn Tinklcnberg
Ble:i/ley
./C'/'.'I ~h:?o\/(y
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August 27,1996
Mayor Jack McKelvey
15327 Nightingale Street Northwest
Andover, MN 55304
Dear Mayor McKelvey:
I want to thank you and the other members of your City CoUncil for giving us
the opportunity to make a presentation on behalf of the Association of
Metropolitan Municipalities (AMM) at your August 20 council meeting. We
believe Andover would benefit from AMM membership and the AMM wQuld
also benefit should Andover become a member. We do encourage you to join
but obviously the decision rests with you and your Councilmembers.
Again, should you decide to become a member in 1997 the dues would be only
$4,866. There are a lot of important issues to be addressed in the coming
months and the AMM could be a strong voice on behalf of Andover. Thank
you.
Sincerely,
I!~ fY~'1
Vern Peterson
Executive Director
cc: Richard Fursman
City Administrator
VP:llaj :andov3 .doc
145 Univenity Avenue Welt
laint Paul, Minnelota 551O~-2044
(b12) 215-4000
fax: 281-12qq
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
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DATE:
September 17. 1996
AGENDA SECTION
Discussion Item
ORIGINATING DEPARTMENT
ITEM NO.
Accept ReportlWater Supply Plan
lS,
Scott Erickson,~l
Engineering
The City Council is requested to approve the attached report on the Water Supply Plan for the
City of Andover. The creation of a water supply plan is a mandate of the state. The City had
retained the services of Bonestroo, Rosene, Anderlik & Associates (BRA) to create the water
supply plan for the City and obtain the approval of all necessary agencies. BRA has
completed that task and has incorporated all of the review agencies comments into the plan.
The Council did review a draft of the plan at the May 16, 1995 City Council meeting and did
approve and authorize submittal to the Metropolitan Council and other regulating agencies.
Mr. Mark Wallis of BRA will be providing a review of the plan to the City Council and will be
available for questions.
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE September 17.1996
AGENDA SECTION
ADMINISTRATION
Richard Fursillan
EDA Meeting
ITEM NO.
f.o,
City Purchase of Salvage Yard
Request:
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The Economic Development Authority is requested to consider serving Charles Mistelske
with a formal invitation to discuss selling Commercial Auto to the City. I have drafted a letter
for the Mayor's signature. I hope that this step will lead to some constructive dialogue with
Mr. Mistelske, or at least provide the EDA with a definitive stand on the issue.
Enclosed is a draft letter to Mr. Mistelske for your review.
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
September 11, 1996
Charles Mistelske
Commercial Auto Parts
13576 Jay Street NW
Andover, Minnesota 55304
RE: City Purchase of Salvage Yard
Dear Mr. Mistelske:
I am extending a formal invitation to you to discuss the possibility of selling Commercial
Auto Parts to the City of Andover.
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The City of Andover is in the process of acquiring, cleaning, and redeveloping the
salvage yard area around Bunker Lake Boulevard NW and Jay Street NW. The City will
be converting the salvage yard area into a commercial, office, and light industrial
environment. The area adjacent to your property has been contaminated and is now being
cleaned. Several roads and utilities will be installed as part of the project.
If you are so inclined, it would be appropriate to discuss terms for the aforementioned
acquisition. Items to be discussed include:
- Willingness to sell and negotiate
- Selling price including all expenses
- Time table for sale
The City will conduct an environmental investigation of the property prior to any
purchase. This has been done on all of the property to date.
Please respond to Richard Fursman by September 15 at City Hall with your intentions.
The City will discuss this item at the October 1 Economic Development Association/City
Council Meeting.
Sincerely,
Jack McKelvey
EDA PresidentlMayor - City of Andover
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE September 17.1996
AGENDA SECTION
FINANCE DEPARTMENT
Jean McGann
Non-Discussion
ITEM NO.
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Delinquent Utility Bills
Background:
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On September 25, 1996, City staff will be sending notices to residents with delinquent utility
bills.
These individuals with delinquent utility bills will have until November 5, 1996, to pay the
delinquent amount. If the delinquent utility is not paid by November 5, 1996, it will be
certified to the County Department of Property Tax Administration for collection.
A listing of delinquent utility billings will be presented at the City Council meeting on
October 1, 1996.
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CITY OF ANDOVER
REQUEST FOR COUNCIL AcrION
DA TE September 17, 1996
ITEM
f\O. Lot Split/V ariance
1422 - 161st Avenue NW
Ashford Development Corp.
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Planning
APPROVED
FOR AGENDA
AGENDA SECnON
f\O. Non-Discussion Items
ORIGINATING DEPARTMENT
BY:
John Hinzman
Request
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The City Council is asked to review and approve the request for a lot split/variance by
Ashford Development Corporation at 1422 - 161 st Avenue NW on property owned by
Douglas and Janet Boyer. The applicant proposes to split 13.05 acres from the property
owner and join it to a neighboring property at 1444 - 161st Avenue NW, along with the
property to the South to be platted as Chesterton Commons. The remaining 2.5 acre lot
would be 270.06 feet wide at the front setback, requiring a 30 foot variance to the
minimum lot width provision of Ordinance No.8 Section 6.02. Please consult the
attached staff report dated August 27, 1996 and the minutes from the Planning and
Zoning Commission meeting for further information.
Recommendation
The Planning and Zoning Commission recommends approval of the lot split\variance
request with the conditions stipulated in the attached resolution.
MOTION BY:
SECOND BY:
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CITY OF ANDOVER
COUNTYOFANOKA
STATE OF MINNESOTA
RES. NO. R -96
A RESOLUTION GRANTING THE LOT SPLlT\V ARIANCE REQUEST OF
ASHFORD DEVELOPMENT CORPORATION TO CREATE TWO PARCELS
PURSUANT TO ORDINANCE NO. 40 AND VARYING FROM THE PROVISIONS
OF ORDINANCE NO.8, SECTION 6.02, MINIMUM DISTRICT REQUIREMENTS
WHEREAS, Ashford Development Corporation has requested a lot split\variance to
create two parcels pursuant to Ordinance No. 40 and varying from the provisions of
Ordinance No.8, Section 6.02, Minimum District requirements for an R-l, Single Family
Rural District on property owned by Douglas and Janet Boyer and located at 1422 161st
Avenue NW, legally described as follows:
The Northwest Quarter of the Southwest Quarter of Section 14, Township
32, Range 24, Anoka County, Minnesota except the West 660.00 feet of
the South 555.80 feet of the North 1184.86 feet as measured at right angles
to the North and West lines thereof.
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WHEREAS, the Planning and Zoning Commission has reviewed the request and has
determined that said request meets the criteria of Ordinance No. 40 and that based on
Section IV, the City Council may vary the application of any of the provisions of the
Ordinance; and
WHEREAS, the Planning and Zoning Commission finds the request would not have a
detrimental effect upon the health, safety, morals and general welfare of the City of
Andover; and
WHEREAS, a public hearing was held and there was no opposition to the request; and
WHEREAS, the Planning and Zoning Commission recommends to the City Council
approval of the lot split\variance as requested.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover
hereby agrees with the recommendation of the Planning and Zoning Commission and
approves the lot split\variance on said property with the following conditions:
1. That the lot split be subject to a sunset clause as defined in Ordinance No. 40, Section
II1(E).
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Page Two
Lot Split\Variance
Ashford Development Corporation
September 17, 1996
2. That the remnant parcel being legally combined with the parcel legally described as
follows:
That part of the North 689.06 feet of the Northwest Quarter of the
Southwest Quarter of Section 14, Township 32, Range 24, Anoka County,
Minnesota as measured at right angles to the North line thereoflying West
of the East 300 feet as measured at right angles to the East line thereof and
lying East of the West 660 feet as measured at right angles to the West line
thereof. Except there from the North 397.00 feet as measured at right
angles to the North line thereoflying West of the East 330 feet as
measured at right angles from the East line thereof and lying East of the
West 660 feet as measured from the West line thereof.
and the property to the South being platted as Chesterton Commons.
Adopted by the City Council of the City of Andover on this _ day of
,1996.
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CITY OF ANDOVER
ATTEST:
J.E. McKelvey, Mayor
Victoria Volk, City Clerk
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
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PLANNING AND ZONING COMMISSION MEETING -' AUGUST 27, 1996
MINUTES
The Regul~r Bi-Monthly Meeting of' the Andover Planning and Zoning
Commission was called to order by Chairperson Jay Squires on August 27,
1996, 7:03 p.m. at the Andover City Hall, 1685 Crosstown Boulevard NW,
Andover, Minnesota.
Commissioner absent:
Also present:
Maynard Apel, Lynnette Barry, Jeffrey
Luedtke, Randy Peek, Lorna Wells
Jerry Putnam
City Engineering, Todd Haas
Planning Intern, John Hinsman
City Planning, Jeff Johnson
Community Development Director, Dave Carlber~
Others
Commissioners present:
APPROVAL OF MINUTES
August 13, 1996: Correct as written.
MOTION by Barry, Seconded by Wells, approval of the Minutes. Motion
" carried on a 5-Yes, 1-Present (Peek), 1-Absent (Putnam) vote.
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&')PUBLIC HEARING, LOT SPLIT/VARIANCB - 1422 151ST AVENUB NW - ASHPORD
'7\ DEVELOPMENT CORPORATION, INC.
7: 04 p. m. Mr. Hinsman reviewed the request of Ashford Development
Corporation to split approximately the northwestern 30 feet and the
southern 851.86 feet from a parcel owned by Douglas and Janet Boyer
located at 1422 161st Avenue NW. The property is zoned R-1, Single
Family Rural. The lot split and variance will allow the property owner
to sell the western and southern portion to Ashford Development. The
intent is to combine those pieces with the parcel to the south being
platted as Chesterton Commons. A variance is also requested to reduc~
the lot width from 300 feet to 270 feet. The variance request is for 30
feet, not 57 feet as shown in the Staff report. He reviewed the
applicable ordinances and options. No park dedication fees are required.
Staff is recommending approval with conditions.
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Mr. Hinsman stated at this point the 30-foot strip and an adjacent 30-
foot strip to be created in the next agenda item would be in the
ownership of Ashford Development. When developed, a road could be
constructed and dedicated to the City. Mr. Carlberg stated the
Engineering Staff is looking at the possibility of being able to service
this area with municipal sewer, but it is not in the urban service area
at this time. The resulting parcels being created by the splits in this
item and the next will all be combined to the parcel to the south that
does have frontage.
Regular Andover Planning and Zoning Commission Meeting
Minutes - August 27, 1996
Page 2
,/ (Public Hearing: Lot Split/variance - 1422 161st Avenue, Continued)
Commissioner Peek questioned the need for a variance on this parcel when
the parcel to be split in the next.item will have an excess of 14 feet.
Jerry WindSchitl, Ashford Development, explained there is a large stand
of Nor'lJay pine on the Tibbetts property that they are attempting to
save. That is the reason for placing the 60-foot strip as requested.
MOTION by Apel, Seconded by Wells, to open the public hearing. Motion
carried on a 6-Yes, 1-Absent (Putnam) vote. 7:12 p.m. There was no
public testimony.
MOTION by Apel, Seconded by Barry, to close the public hearing. Motion
carried on a 6-Yes, 1-Absent (Putnam) vote. 7:12 p.m.
MOTION by Apel, Seconded by Luedtke, to send to the Council a
recommendation for approval of the Resolution as presented by Staff
pertaining to this parcel. Motion carried on a 6-Yes, 1-Absent (Putnam)
vote. This will be placed on the September 17, 1996, City Council
agenda. 7:13 p.m.
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7: 13 p. m. Mr. Hinsman reviewed the request of
Corporation to splir. approximately the southern
eastern 30 feet from a parcel owned by Mark Ti
Avenue NW. The property is zoned R-1, Single Fa .
variance needed, and park dedication is ot
recommending approval with conditions.
d Development
29 .08 feet ~nd the
etts at 1444 161st
y Rural. There is no
required. Staff is
PUBLIC HEARING: LOT SPLIT - 1444 151ST AVENUE NW
CORPORATION, INC.
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MOTION by Barry, Seconded by ,- lls, to close the public hearing. Motion
carried on a 6-Yes, 1-Abs t (Putnam) vote. 7:16 p.m.
pen the public hearing. Motion
vote. 7:16 p.m. There was no
MOTION by Wells, Seconded by Barry, to
carried on a 6-Yes, 1-Absent (Putna
public testimony.
MOTION by Peek, Se by Wells, to forward the Staff prepared
Resolution to the ity Council with the recommendation for approval.
Motion carried 0 a 6-Yes, 1-Absent (Putnam) vote. This will be placed
on the Septemb _ 17, 1996, City Council agenda. 7:17 p.m.
3552 134TH AVENUE, NW - CONSTRUCT DECK ENCROACHING INTO THE
SIDE YARD SETBACK FROM AN INTERIOR LOT LINE - TODD LEWIE
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ohnson reviewed the request of Todd Lewis to allow the cons~:.uc~ion
a olacemenr. of a deck that encroaches two feet inco the reauired 10-
_oot - side yard secback from the interior lot line on Lot 1'- 3lock 3,
Woodland Terrace 4th Addition. The property is zcned R-4, Single Family
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CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
AGENDA ITEM
3. Public Hearing: Lot Split\Variance
1422 - 161st Avenue NW
Ashford Development Corp.
DATE August 27,1996
ORIGINATING DEPARTMENT
Planning
APPROVED FOR
AGENDA
BY:
John Hinzman
BY:
Request
The Planning and Zoning Commission is asked to review the lot split\variance request for
Ashford Development Corporation to split approximately the northwestern 30 feet and
the southern 851.06 feet from a parcel owned by Douglas and Janet Boyer and located at
1422 - 161st Avenue NW (PIN 14-32-24-32-0007). The property is legally described as:
The Northwest Quarter of the Southwest Quarter of Section 14, Township
32, Range 24, Anoka County, Minnesota except the West 660.00 feet of
the South 555.80 feet of the North 1184.86 feet as measured at right angles
to the North and West lines thereof.
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The property is zoned for R-l, Single Family Rural.
Applicable Ordinances
Ordinance No. 40, regulates the division of lots. A lot split is defined as any division of a
lot, parcel or tract of land into not more than two (2) parcels when both divided parcels
meet or exceed the minimum requirements for a platted lot in the applicable zoning
district. Section IV also gives the City Council the power to vary or modify the
application of this ordinance provided such variance or modification is consistent with
the letter and intent of the Comprehensive Plan.
Ordinance 8, Section 5.04, establishes the variance procedure and process.
Ordinance No.8, Section 6.02, establishes the provisions for minimum lot width, lot
depth and lot area in an R-l, Single Family Rural zoned district. The minimum
requirements in an R-l district are as follows:
Lot Width at Front Setback
Lot Depth
Lot Area Per Dwelling
- 300 feet
- 150 feet
- 108,900 square feet (2.5 acres)
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Ordinance No. 10, Section 9.07.10, establishes the minimum area ofland dedicated to
park and open space. For all subdivisions by metes and bounds description the
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Page Two
Lot Split\Variance - Ashford Dev. Corp.
1422 - 161st Avenue NW
August 27,1996
subdivider or developer may elect to pay, in lieu of park dedication requirements, the sum
offour hundred dollars (400.00) for each dwelling unit that could be constructed upon
the proposed subdivided property. In the event the developer elects to pay said four
hundred dollar ($400.00) charge, the City may collect additional park fees if the
developer re-subdivides the property in the future. There would be no park dedication
fees associated with this request.
Background
The lot split\variance is being requested to allow the property owner to sell the western
30 feet and the southern 851.06 feet to Ashford Development Corporation. Ashford is
concurrently seeking a lot split on the adjacent western parcel at 1444 161 st Avenue NW
(LS 96-07). The neighboring properties would then be combined with the parcel to the
South being platted as Chesterton Commons. The applicant is also seeking a variance to
reduce the lot width from 300 feet to 270.06 feet as specified in Ordinance No.8, Section
6.02.
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Commission Options
1. The Planning and Zoning Commission may recommend to the City Council approval
of the lot split\variance requested by Ashford Development Corporation on property
owned by Douglas and Janet Boyer located at 1422 161st Avenue NW, legally described
as follows:
The Northwest Quarter of the Southwest Quarter of Section 14, Township
32, Range 24, Anoka County, Minnesota except the West 660.00 feet of
the South 555.80 feet of the North 1184.86 feet as measured at right angles
to the North and West lines thereof.
The Commission finds the request meets the requirements of Ordinance No. 40
2. The Planning and Zoning Commission may recommend to the City Council denial of
the lot split\variance requested for Ashford Development Corporation on property owned
by Douglas and Janet Boyer located at 1422 161st Avenue NW, legally described as
follows:
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The Northwest Quarter ofthe Southwest Quarter of Section 14, Township
32, Range 24, Anoka County, Minnesota except the West 660.00 feet of
the South 555.80 feet of the North 1184.86 feet as measured at right angles
to the North and West lines thereof.
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Page Three
Lot Split\Variance - Ashford Dev. Corp.
1422 - 161st Avenue NW
August 27,1996
The Commission finds the request does not meet the requirements of Ordinance No. 40.
In recommending denial of the request, the Commission shall state those reasons for
doing so.
3. The Planning and Zoning Commission may table the item pending further information
from Staff.
Staff Recommendation
Staff recommends approval of the lot split requested with conditions. Attached is a
resolution for Commission review and approval.
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INVOICE NO. 4429)
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SCALE: I" - 150'
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LOT SURVEYS COMP AMY. IMC.
LAND SURVEYORS
REGISTERED UKDER THE LAWS or STATE or IIIKKESOTA
1'1101 T3r. A...,.. JIIo..u. '1.~3OI3
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Ashford Developmenf '
Corporation
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Parcel A (13'os Acres)
The Northwest QuMtcr of lhe Southwest Quarter of Section
14, Township 32, Range 24, Anon County, MiMesota
Exeeptlhe West 660.00 feet of the South 555.80 fcc:t of the
North 1114.86 f~ct as measured at right angles to the North
and Wesllines thereof.
Also excpd the North 689.06 feet of that part of said
Northwest QuMter of the Southwest Quarter lying West of
the East 300.00 feet as measured at right angles to the North
and. W est lines.
Also except the North 463 feet of the East 270 feet of said
Northwest Quarter of the Southwest QuMter as mcuured at
righl angles to the North and East lines thereof.
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Subject to County Slale Aid Highway No. 20, County State
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Parcel B (2.S0 Acres Excluding Road)
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The North 463 feet oflhe East 270 feet of the Northwest
QuMter of the Soulhwest QuMter ofScction 14, Township
32. Range 24, Anok. County, Minnesota as measured at right
angles to Ihe North and East fines thereof.
Subject to County Stile Aid Highway No. 20 and cascmcnu
of record. if any.
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Tn. O"'y eose~e,.t" sf\Qwn or. 'rom Plait of 'ecord 01 iniormotion
provla.a 0, C:hent,
Will ".'eoy cert.,y tl'lal this 's 0 truc ono correct representation of
o Sui...., 01 ,,... Oour"dClrr'. 0' the aDo",. dtlscr'bed ICI'wJ and tf'le
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CITY of ANDOVER
. / 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
_/lIaf1all.GL>
LOT SPLI;rREQUEST FORK
Property Address j,-/.1.:J. /(,/.)1 #lId.. A/t"j
Legal Description of Property: )
(Fill in whichever is appropriate): {,Sc:~ /1TrAck.]
Lot
Block
Addition
PIN
(If metes and bounds, attach
complete legal description).
Abstract X or Torrens ? (This
be provided and can be obtained from the
the
Is the property:
information must
County) .
-----------------------------------------------------------------
Reason for Request
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Current zoning i: I
-----------------------------------------------------------------
Name of Applicant ASh;;,.,j Dt--L--.:{"./~ C~'.-I,_",n.-J .::z::o_c--
Address :~c:.~o /-J'ci._J L""'-'L AJ....J l1,......cL_....- 11...;\/' s:.r.1~
Home Phone t./.17- CJ .')../7 Business Phone &of:)... 7 -O~.]~
Signature ~ It! b~-4'~;!? Date --If" /Y-;VL:
;::;::~;-~:~;;::-~::;--~~~~-~-~~~~iI'-------
(If different from above) , "
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Address 1'I,i:l J t, / r~ 1to-'.
Home Phone Irf - '332 '8 Business Phone ~~
Signature
Date ~ ,~/ /9 t?~
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---------------------------------------
LOT SPLIT
PAGE 2
\,
/
Attach a scaled drawing of the proposed split of the property
showing: scale and North arrow; dimensions of the property and
structures; front, side and rear yard building setbacks; adjacent
street names; location and use of existing structures within 100
feet.
The date the property became a lot of record, the names and
addresses of all property owners within 350 feet of the property
proposed to be split, and the complete legal description of the
subject property must also be provided.
I hereby certify that this property has not been subdivided
within the last thre~ years.
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l.gn ure 0 App icant
Lot Split Fee: $100.00
Recording Fee
Abstract property 25.00
Torrens property 34.50
Date Paid
Receipt it
/
Park Dedication:
Date Paid
Receipt it
Rev. 5-06-93:d'A
5-25-94:bh
2-0l-95:bh
Res. 179-91 (11-05-91)
I
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD NW. . ANDOVER, MINNESOTA 55304. (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a
public hearing at 7:00 p.m., or as soon thereafter as can be heard, on Tuesday,
August 27, 1996 at the Andover City Hall, 1685 Crosstown Boulevard NW,
Andover, Minnesota to review the lot split/variance request of Jerry Windschitl
of Ashford Development Corporation on behalf of Doug and Janet Boyer to
split a parcel pursuant to Ordinance No. 40 on the property located at 1422
161st Avenue NW (PIN 14-32-24-32-0007) legally described as follows:
The Northwest Quarter of the Southwest Quarter of Section 14, Township 32,
Range 24, Anoka County, Minnesota except the West 660.00 feet of the South.
/ 555.80 feet of the North 1184.86 feet as measured at right anglesto the North
and West lines thereof.
Also except the North 689.06 feet of that part of said Northwest Quarter of the
Southwest Quarter lying West of the East 300.00 feet as measured at right
angles to the North and West lines.
Subject to County State Aid Highway No. 20, County State Aid Highway No.
78 and easements of record, ifany.
All written and verbal comments will be received at that time and location.
A copy of the application and location will be available at the Andover City
Hall for review prior to said meeting.
u~ tI~
Victoria V olk, City Clerk
Publication dates: August 16, 1996
\ August 23, 1996
I
PIN: 143224230004
OLMSCHEID STEVEN A & CHERYL A
1487 161ST AVE NW
. 'mOVER MN 55304
, )
PIN: 143224230006
HAGEN ALLEN J & VICKIE L
16157 HANSON BLVD NW
ANDOVER MN 55304
PIN: 143224230008
SWISHER JOHN C & HEIDI A
1433 161ST AVE NW
ANDOVER MN 55304
PIN: 143224230009
EMMERICH LAWRENCE F & KAREN A
1341 161ST AVE
ANDOVER MN 55304
PIN: 143224240002
EMMERICH LAWRENCE F & KAREN A
1341 161ST AVE NW
ANDOVER MN 55304
PIN: 143224240003
EMMERICH LAWRENCE F & KAREN A
1341 161ST AVE NW
ANDOVER MN 55304
PIN: 143224310001
LASHINSKI JAMES M & JANET L
1326 161ST AVE NW
ANDOVER MN 55304
PIN: 143224310003
PETERSON DONALD H
01374 161ST AVE NW
ANOKA MN 55304
PIN: 143224320002
IVERSON GLENN L & SHERRATI M V
15995 HANSON BLVD NW
ANDOVER MN 55304
PIN: 143224320004
TIBBETIS MARK R
1444 161ST AVE NW
ANDOVER MN 55304
.,
J
PIN: 143224320006
THEIS ALLAN R & THERESA A
15941 HANSON BLVD NW
ANDOVER MN 55304
PIN: 143224320007
BOYER DOUGLAS J & JANET I
1422 161ST AVE NW
ANDOVER MN 55304
PIN: 143224330001
WINDSCHITL GERALD G & CAROL A
3640 152ND LN NW
ANDOVER MN 55304
PIN: 143224340001
LASHINSKI JAMES M & JANET L
1326 161ST AVE NW
ANDOVER MN 55304
PIN: 153224410001
NORTH SUBURBAN DEVELOPMENT INC
8741 CENTRAL AVE NE
BLAINE MN 55434
PIN: 153224440001
APEL MAYNARD D & ELEANOR M
BOX 714
ANOKA MN 55303
\
.I
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE September 17,1996
ITEM
f'O Lot Split
1444 - 161st Avenue NW
Ashford Development Corp.
q,
ORIGINATING DEPARTMENT
. ':5 ~Itr
Planning
APPROVED
FOR AGENDA
AGENDA SECTION
f'O Non-Discussion Items
BY:
John Hinzman
Request
The City Council is asked to review and approve the request for a lot split by Ashford
Development Corporation at 1444 - 161 st Avenue NW on property owned by Mark
Tibbetts. The applicant proposes to split 2.57 acres from the property owner and join it to
a neighboring property at 1422 - 161st Avenue NW along with the property to the South
to be platted as Chesterton Commons. Please consult the attached staff report dated
August 27,1996 and the minutes from the Planning and Zoning Commission meeting for
further information,
/
Recommendation
The Planning and Zoning Commission recommends approval of the lot split request with
the conditions stipulated in the attached resolution,
)
MOTION BY:
SECOND BY:
J
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -96
A RESOLUTION GRANTING THE LOT SPLIT REQUEST OF ASHFORD
DEVELOPMENT CORPORATION TO CREATE TWO PARCELS PURSUANT TO
ORDINANCE NO. 40,
WHEREAS, Ashford Development Corporation has requested a lot split to create two
parcels pursuant to Ordinance No, 40 on property owned by Mark Tibbetts and located at
1444 161st Avenue NW, legally described as follows:
..
That part of the North 689.06 feet of the Northwest Quarter of the
Southwest Quarter of Section 14, Township 32, Range 24, Anoka County,
Minnesota as measured at right angles to the North line thereoflying West
of the East 300.00 feet as measured at right angles to the East line thereof
and lying East of the West 660.00 feet measured at right angles to the
West line thereof; and
J
WHEREAS, the Planning and Zoning Commission has reviewed the request and has
determined that said request meets the criteria of Ordinance No, 40; and
WHEREAS, the Planning and Zoning Commission finds the request would not have a
detrimental effect upon the health, safety, morals, and general welfare of the City of
Andover; and
WHEREAS, a public hearing was held and there was no opposition to the request; and
WHEREAS, the Planning and Zoning Commission recommends to the City Council
approval of the lot split as requested.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover
hereby agrees with the recommendation of the Planning and Zoning Commission and
approves the lot split on said property with the following conditions:
1. That the lot split be subject to a sunset clause as defined in Ordinance No, 40, Section
III(E),
\
)
2. That the remnant parcel being legally combined with the parcel legally described as
follows:
Page Two
Lot Split
Ashford Development Corporation
September 17,1996
The Northwest Quarter of the Southwest Quarter of Section 14, Township
32, Range 24, Anoka County, Minnesota Except the West 660,00 feet of
the South 555.80 feet of the North 1184.86 feet as measured at right angles
to the North and West lines thereof, Also except the North 689.06 feet of
that part of said Northwest Quarter of Southwest Quarter lying West of the
East 300.00 feet as measured at right angles to North and West lines. Also
except the North 463 feet of the East 270 feet of said Northwest Quarter of
the Southwest Quarter as measured at right angles to the North and East
lines thereof,
and the property to the South being platted as Chesterton Commons.
Adopted by the City Council of the City of Andover on this _ day of
,1996.
CITY OF ANDOVER
/
A TIEST:
J.E, McKelvey, Mayor
Victoria V olk, City Clerk
)
Regular Andover Planning and Zoning Commission Meeting
Minutes - August 27, 1996
Page 2
Commissioner Peek questioned the need for a varianc
the parcel to be split in the next item will ha an
parcel when
of 14 feet,
,
J
(Public Hearing: Lot Split/Variance - 1422 161st Avenue,
Jerry Wind~chitl, Ashford Development, e
of Norway pine on the Tibbetts prop
save. That is the reason for plac' g
ained there is a large stand
that they are attempting to
60-foot strip as requested,
MOTION by Apel, Seconded by
carried on a 6-Yes, 1-Ab nt
public testimony.
ls, to open the public hearing.
(Putnam) vote. 7:12 p.m. There
Motion
was no
MOTION by Apel, S onded by Barry, to close the public hearing. Motion
carried on es, 1-Absent (Putnam) vote, 7:12 p.m,
b Apel, Seconded by Luedtke, to send to the Council a
recomm aation for approval of the Resolution as presented by Staff
ning to this parcel. Motion carried on a 6-Yes, 1-Absent (Putnam)
This will be placed on the September 17, 1996, City Council
7:13 p.m.
~PUBLIC HEARING: LOT SPLIT - 1444 151ST AVENUE NW - ASHFORD DEVELOPMENT
"- VCORPORATION, INC.
7: 13 p. m. Mr. Hinsman reviewed the request of Ashford Development
Corporation to split approximately the southern 292.08 feet o.nd the
eastern 30 feet from a parcel owned by Mark Tibbetts at 1444 161st
Avenue NW, The property is zoned R-1, Single Family Rural. There is no
variance needed, and park dedication is not required. Staff is
recommending approval with conditions.
MOTION by Wells, Seconded by Barry, to open the public hearing. Motion
carried on a 6-Yes, 1-Absent (Putnam) vote. 7:16 p.m. There was no
public testimony.
MOTION by Barry, Seconded by Wells, to close the public hearing, Motion
carried on a 6-Yes, 1-Absent (Putnam) vote. 7:16 p.m.
MOTION by Peek, Seconded by Wells, to forward the Staff prepared
Resolution to the City Council with the recommendation for approval,
Motion carried on a 6-Yes, 1-Absent (Putnam) vote. This will be placed
on the September 17, 1996, City Council agenda, 7:17 p.m,
VARIANCE - 3552 134TH AVENUE NW - CONSTRUCT DECK ENCROACHI
REQUIRED SIDE YARD SETBACK FROM AN INTERIOR LOT LINE - D
)
Mr. Johnson reviewed the request of Todd Le' ~o allow the cons~T.uction
and placement of a deck that encroach wo feet into the required 10-
foot side yard setback from th terior lot line on Lot 1, Block 3,
Woodland Terrace 4th Additi The property is zoned R-4, Single Family
CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
DATE August 27, 1996
AGENDA ITEM
4. Public Hearing: Lot Split
1444 - 161st Avenue NW
Ashford Development Corp.
ORIGINATING DEPARTMENT
Planning
APPROVED FOR
AGENDA
John Hinzman
BY:
BY:
Request
The Planning and Zoning Commission is asked to review the lot split request for Ashford
Development Corporation to split approximately the southern 292.08 feet and the eastern
30 feet from a parcel owned by Mark Tibbetts located at 1444 - 161 st Avenue NW (PIN
14-32-24-32-0004). The property is legally described as:
That part of the North 689.06 feet of the Northwest Quarter of the Southwest
Quarter of Section 14, Township 32, Range 24, Anoka County, Minnesota as
measured at right angles to the North line theroflying West of the East 300,00
feet as measured at right angles to the East line thereof and lying East of the
West 660.00 feet as measured at right angles to the West line thereof,
\
,
J
The property is zoned for R-l, Single Family Rural.
Applicable Ordinances
Ordinance No. 40, regulates the division of lots. A lot split is defined as any division of a
lot, parcel or tract of land into not more than two (2) parcels when both divided parcels
meet or exceed the minimum requirements for a platted lot in the applicable zoning
district.
Ordinance No, 8, Section 6.02, establishes the provisions for minimum lot width, lot
depth and lot area in an R-l, Single Family Rural zoned district. The minimum
requirements in an R-l district are as follows:
Lot Width at Front Setback
Lot Depth
Lot Area Per Dwelling
- 300 feet
- l50feet
- 108,900 square feet (2,5 acres)
'\
)
Ordinance No. 10, Section 9.07.10, establishes the minimum area ofland dedicated to
park and open space. For all subdivisions by metes and bounds description the
subdivider or developer may elect to pay, in lieu of park dedication requirements, the sum
offour hundred dollars (400.00) for each dwelling unit that could be constructed upon
the proposed subdivided property. In the event the developer elects to pay said four
/
Page Two
Lot Split - Ashford Dev. Corp.
1444 - 161st Avenue NW
August 27,1996
hundred dollar ($400.00) charge, the City may collect additional park fees if the
developer re-subdivides the property in the future. There would be no park dedication
fees associated with this request.
Background
The lot split is being requested to allow the property owner to sell the eastern 30 feet and
the southern 292.08 feet to Ashford Development Corporation, Ashford is concurrently
seeking a lotsplit\variance to an adjacent eastern parcel at 1422 161st Avenue NW (LS
96-06). The neighboring properties would then be legally combined with the parcel to
the South being platted as Chesterton Commons,
Commission Options
I. The Planning and Zoning Commission may recommend to the City Council approval
of the lot split requested by Ashford Development Corporation on property owned by
Mark Tibbetts located at 1444 161st Avenue NW, legally described as follows:
J
That part of the North 689.06 feet of the Northwest Quarter of the
Southwest Quarter of Section 14, Township 32, Range 24, Anoka County,
Minnesota as measured at right angles to the North line thereoflying West
of the East 300.00 feet as measured at right angles to the East line thereof
and lying East of the West 660,00 feet measured at right angles to the
West line thereof,
The Commission finds the request meets the requirements of Ordinance No. 40
2, The Planning and Zoning Commission may recommend to the City Council denial of
the lot split requested for Ashford Development Corporation on property owned by Mark
Tibbetts located at 1444 161st Avenue NW, legally described as follows:
That part of the North 689.06 feet of the Northwest Quarter of the
Southwest Quarter of Section 14, Township 32, Range 24, Anoka County,
Minnesota as measured at right angles to the North line thereoflying West
of the East 300.00 feet as measured at right angles to the East line thereof
and lying East of the West 660.00 feet measured at right angles to the
West line thereof,
J
. /
)
,
)
Page Three
Lot Split - Ashford Dev. Corp,
1444 - 161st Avenue NW
August 27,1996
The Commission finds the request does not meet the requirements of Ordinance No. 40.
In recommending denial of the request, the Commission shall state those reasons for
doing so.
3. The Planning and Zoning Commission may table the item pending further information
from Staff,
Staff Recommendation
Staff recommends approval of the lot split requested with conditions, Attached is a
resolution for Commission review and approval.
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INVOICE NO. 44293
F,B.NO
SCALE: 1" - 100'
LOT SURVEYS COMP AHY. IHC.
LAND SURVEYORS
REGISTERED UKDER THE LAWS or STATE or IIINKESOTA
7101 T3rd "'''.DU. Nort.h 111-680-3003
raz "0. 680-3622
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Subject 10 COUIIty SIIIe Aid Hip.af No. 20 .. dcliacalcd ia
Aaok. Coaaty HiJbway Ripl-of.W., Plel No. 20.
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ADak, County. M~. IS mca.<rured II rip.anlles to Ibe
N_liae_Iya.1 W...alIheEul3oor...u_
If ripllDpes 10 Ihe Eurl... _ md lyial Eur allhe W...
660 feet .. mcllSlll'Cd It right apes to the Wcscliae dtcrcor.
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Aooka COUDoy H;p1O'y IYpl-<>f-W.y Pltl N.. 20.
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pion before ell'covotion and cOfIstruction.
The only casements s"o." ore 'rom plats of reeord or information
provided bt Client.
We hereby cer tify lhat this is 0 true ond correct representation of
Q SUfyey of the bOlSJckJries of the aIlove described Iond ond the
locolion of oM building' and visible eN:roochmenl" if CII"IY. from or on
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD NW. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
Property Address
LOT SPLIT REQUEST FORK
(of'i '-I / ft,/.f ) r:lvz-
,,(,' tJ
A7TMk d )
Legal Description of Property: (Se~
(Fill in whichever is appropriate):
Lot
Block
Addi tion
PIN
(If metes and bounds, attach
complete legal description).
Abstract;( or Torrens ? (This
be provided and can be obtained from the
the
Is the property:
information must
County) .
-----------------------------------------------------------------
Reason for Request 13
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Current Zoning ~ I
-----------------------------------------------------------------
Name of Applicant /kl.. F_J D~_...,-/~/,,-~-:1 r..._(e_LJ--;-Z.J ~ /'
,
Address .?h C/rJ /,r.,2.,.,....J L-AV"t... If/ 4/ P1~cJ....~ /?t.v' S-.s1.....,
Home phone 'f.J.- 7 - q ,),/7 Business Phone 7'~ 7-oy?/-
~~~::~:::_~--~~~--~-~~~---------~:~:_--~~~~::_--------
Property Owner (Fee Owner) ~ Q \' k -l":bbeth
(If diff~rent from above) A ~
Address ;4L./4- J&I<j;-t A-v (\v...l _""\C0,pVC' f"~^, ~S.30<f
Home Phone hr - 4 4, 5"'Q5' Business Phone
Signature V~. ~ ~ '! I Date <;{-LJ- q (p.
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-----------------------------------------------------------------
)
CITY of ANDOVER
,
1685 CROSSTOWN BOULEVARD NW. . ANDOVER, MINNESOTA 55304 · (612) 755-5100
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The Planning and Zoning Commission of the City of Andover will hold a
public hearing at 7:00 p.m., or as soon thereafter as can be heard, on Tuesday,
August 27,1996 at the Andover City Hall, 1685 Crosstown Boulevard NW,
Andover, Minnesota to review the lot split/variance request of Jerry Windschitl
of Ashford Development Corporation on behalf of Mark Tibbetts to split a
parcel pursuant to Ordinance No. 40 on the property located at 1444 161st
Avenue NW (pIN 14-32-24-32-0004) legally described as follows:
. I
That part of the North 689.06 feet of the Northwest Quarter of the Southwest
Quarter of Section 14, Township 32, Range 24, Anoka County, Minnesota as
measured at right angles to the North line thereoflying West of the East 300.00 '
feet as measured at right angles to the East line thereof and lying East of the
West 660.00 feet as measured at right angles to the West line thereof. '
Subject to County State Aid Highway No. 20 and easements of record, ifany.
All written and verbal comments will be received at that time and location.
A copy of the application and location will be available at the Andover City
Hall for review prior to said meeting.
cL~J t~
Victoria V olk, City Clerk
Publication dates: August 16, 1996
August 23, 1996
/
PIN: 143224230004
OLMSCHEID STEVEN A & CHERYL A
1487 161ST AVE NW
'DOVER MN 55304
/
PIN: 143224230006
HAGEN ALLEN J & VICKIE L
16157 HANSON BLVD NW
ANDOVER MN 55304
PIN: 143224230008
SWISHER JOHN C & HEIDI A
1433 161ST AVE NW
ANDOVER MN 55304
PIN: 143224230009
EMMERICH LAWRENCE F & KAREN A
1341 161ST AVE
ANDOVER MN 55304
PIN: 143224240002
EMMERICH LAWRENCE F & KAREN A
1341 161ST AVE NW
ANDOVER MN 55304
PIN: 143224240003
EMMERICH LAWRENCE F & KAREN A
1341 161ST AVE NW
ANDOVER MN 55304
PIN: 143224310001
LASHINSKI JAMES M & JANET L
1326 161ST AVE NW
ANDOVER MN 55304
PIN: 143224310003
PETERSON DONALD H
01374 161ST AVE NW
ANOKA MN 55304
PIN: 143224320002
IVERSON GLENN L & SHERRATI M V
15995 HANSON BLVD NW
ANDOVER MN 55304
PIN: 143224320004
TIBBETIS MARK R
1444 161ST AVE NW
ANDOVER MN 55304
, /
PIN: 143224320006
THEIS ALLAN R & THERESA A
15941 HANSON BLVD NW
ANDOVER MN 55304
PIN: 143224320007
BOYER DOUGLAS J & JANET I
1422 161ST AVE NW
ANDOVER MN 55304
PIN: 143224330001
WINDSCHITL GERALD G & CAROL A
3640 152ND LN NW
ANDOVER MN 55304
PIN: 143224340001
LASHINSKI JAMES M & JANET L
1326 161ST AVE NW
ANDOVER MN 55304
PIN: 153224410001
NORTH SUBURBAN DEVELOPMENT INC
8741 CENTRAL AVE NE
BLAINE MN 55434
PIN: 153224440001
APEL MAYNARD D & ELEANOR M
BOX 714
ANOKA MN 55303
;
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
)
DATE: September t 7. t 996
AGENDA SECTION
ORIGINATING DEPARTMENT
Non-Discussion
Planning - Jeff Johnson
ITEM NO.
Variance - Sideyard Setback
from Interior Lot Line
3552 t 34th Avenue NW
Todd Lewis
1D,
Request
The City Council is asked to review the variance request of Todd Lewis to allow for the construction and
placement of a deck encroaching two (2) feet into the required ten (10) foot sideyard setback from the
interior lot line on the property located at 3552 134th Avenue NW, legally described as Lot 1, Block 3,
Woodland Terrace 4th Addition.
,
J
Background
, For background information on the request, please consult the attached staff report and minutes from the
August 27, 1996 Planning and Zoning Commission meeting.
Planning and Zoning Commission Recommendation
The Planning and Zoning Commission recommends to the City Council approval of the variance
request. Attached is a resolution for Council approval.
'\
}
'\
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RESOLUTION NO.
A RESOLUTION GRANTING THE VARIANCE REQUEST OF TODD LEWIS TO
ORDINANCE NO.8, SECTION 6.02 WHICH REQUIRES A TEN (10) FOOT
SIDEY ARD SETBACK FROM THE INTERIOR LOT LINE TO ALLOW FOR THE
PLACEMENT OF A DECK ENCROACHING TWO (2) FEET INTO THE REQUIRED
SIDEY ARD SETBACK FROM THE INTERIOR LOT LINE ON THE PROPERTY
LOCATED AT 3552 134TH AVENUE NW, LEGALLY DESCRIBED AS LOT 1,
BLOCK 3, WOODLAND TERRACE 4TH ADDITION.
WHEREAS, Todd Lewis requested a variance to Ordinance No.8, Section 6.02
which requires a ten (l0) foot sideyard setback from the interior lot line to allow for the
placement of a deck support structure encroaching two (2) feet into the required sideyard
setback from the interior lot line on the property legally described as Lot 1, Block 3,
Woodland Terrace 4th Addition.
WHEREAS, the Planning and Zoning Commission has reviewed the request and
has determined that the said request meets the criteria of Ordinance No.8, Section 5.04 in
that a hardship exists due to the difficulties which would preclude the property owner
) reasonable use of the property; and
WHEREAS, the Planning and Zoning Commission recommends to the City
Council approval of the variance request as it meets the criteria of Ordinance No.8,
Section 5.04.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of
Andover hereby agrees with the recommendation of the Planning and Zoning
Commission and hereby approves the variance requested by Todd Lewis to allow for the
placement of a deck support structure encroaching two (2) feet into the required sideyard
setback from the interior lot line, legally described as Lot 1, Block 3, Woodland Terrace
4th Addition.
Adopted by the City Council of the City of Andover this
,19_.
day of
CITY OF ANDOVER
Attest:
lE. McKelvey - Mayor
"
} Victoria V olk - City Clerk
Regular Andover Planning and Zoning Commission Meeting
Minutes - August 27, 1996
Page 2
\
)
(Public Hearing: Lot Split/Variance - 1422 161st Avenue, Continued)
Commissioner Peek questioned the need for a variance on this parcel when
the parcel to be split in the next i~em will have an excess of 14 feet.
~
Jerry Windschitl, Ashford Development, explained there is a large stand
of Norway pine on the Tibbetts property that they are attempting to
save. That is the reason for placing the 60-foot strip as requested.
MOTION by Apel, Seconded by Wells, to open the public hearing,
carried on a 6-Yes, 1-Absent (Putnam) vote. 7:12 p.m, There
public testimony.
Motion
was no
MOTION by Apel, Seconded by Barry, to close the public hearing.
carried on a 6-Yes, 1-Absent (Putnam) vote. 7:12 p.m.
Motion
MOTION by Apel, Seconded by Luedtke, to send to the Council a
recommendation for approval of the Resolution as presented by Staff
pertaining to this parcel. Motion carried on a 6-Yes, 1-Absent (Putnam)
vote. This will be placed on the September 17, 1996, City Council
agenda. 7:13 p.m.
PUBLIC HEARING: LOT SPLIT - 1444 161ST AVENUE NW - ASHFORD DEVELOPMENT
CORPORATION, INC.
/
7: 13 p. m. Mr. Hinsman reviewed the request of Ashford Development
Corporation to split approximately the southern 292.08 feet and the
eastern 30 feet from a parcel owned by Mark Tibbetts at 1444 161st
Avenue NW, The property is zoned R-1, Single Family Rural, There is no
variance needed, and park dedication is not required. Staff is
recommending approval with conditions.
MOTION by Wells, Seconded by Barry, to open the public hearing,
carried on a 6-Yes, 1-Absent (Putnam) vote, 7:16 p.m, There
public testimony.
Motion
was no
MOTION by Barry, Seconded by Wells, to close the public hearing. Motion
carried on a 6-Yes, l-Absent (Putnam) vote, 7:16 p.m.
MOTION by Peek, Seconded by Wells, to forward the Staff
Resolution to the City Council with the recommendation for
Motion carried on a 6-Yes, 1-Absent (Putnam) vote, This will
on the September 17, 1996, City Council agenda. 7:17 p.m,
prepared
approval.
be placed
VARIANCE - 3552 134TH AVENUE NW - CONSTRUCT DECK ENCROACHING INTO THE
REQUIRED SIDE YARD SETBACK FROM AN INTERIOR LOT LINE - TODD LEWIE
\ Mr. wohnscn reviewed the request of Todd Lewis to allow the const~uction
J and placement of a deck that encroaches two feet into the required 10-
foot side yard setback from the interior lot line on Lot 1, Block 3,
Woodland Terrace 4th Addition, The property is zoned ~-4, Single Family
Regular Andover Planning and Zoning Commission Meeting
Minutes - August 27, 1996
Page 3
.'
(Variance 3552 134th Avenue NW - Construct Deck Encroaching intc
Required Side Yard Setback from Interior Lot Line, Continued)
Urban, He noted the applicable ordinances, The applicant would not have
reasonable access to the ground level from the second floor if a deck
was constr~cted without a variance. The house was constructed Drior to
the amendment of the ordinance that requires an additional five-foot
setback from the principal structure when the plans for that structure
accommodate an access for a deck, The applicant also submitted a letter
from the next door neighbor who has no objection to the request.
Chairperson Squires stated the August 22 fax letter indicates the deck
would be 7.5 x 12 feet; yet the request for a variance suggests it is
5.5 x 12 feet. Mr. Johnson stated the ordinance allows a two-foot
cantilever, which is an additional two feet that is permitted to
encroach over the setback. Mr. Carlberg stated Mr, Lewis is looking for
7.5 feet total. The Commission discussion noted several variances have
been granted for similar requests and that the ordinance amendment has
eliminated the need for these requests.
MOTION by Peek, Seconded by Wells, to forward the attached Staff
prepared Resolution to the City Council with the recommendation for
approval, Motion carried on a 6-Yes, 1-Absent (Putnam) vote. This will
be placed on the September 17, 1996, City Council agenda,
/
DISCUSSION - AMEND ORDINANCE NO.8, SECTION 4.30, HOME OCCUPATIONS
Mr. Johnson reviewed the background on the issue of home occupations
that began operating in the City between the time the ordinanc~ was
first adopted and when it was amended on May 15, 1990, after which the
City began to strictly enforce the ordinance provisions, No cha~ges to
the existing language is being proposed, though Sta=f has added
provisions to accommodate those home occupations conducting business
prior to May 15, 1990 and which do not comply with the home occupation
ordinance, The proposal, which is similar to the City of Blaine, allows
these home occupations to continue to operate or conduct business at
their residences in the same manner with an approved Special Use Permit.
He also reviewed the process of obtaining that Special Use Permit.
Commissioner Wells noted if the surviving spouse is allowed to continue
the home occupation, it would mean the need for an additional employee.
The other Commissioners noted even so, the number of people remains the
same. Also, the number of employees allowed is spelled out in the
Special Use Permit,
Commission~r Barry wonde1:"ed if the te=m surviving llspouse" should be
surviving "family member", which would allow, for example, a ::acher-son
operation or other relative to continue the operation in case of death.
Commissioner Aoel was concerned with micro-managing the businesses. Ee
noted a spouse has more rights than the children, thinking the
terminology is appropriate.
)
CITY OF ANDOVER
)
"
REQUEST FOR PLANNING COMMISSION ACTION
August 27,1996
DATE
AGENDA ITEM
5. Variance - Sideyard Setback
from Interior Lot Line - 3552
~
134th Ave. NW - Todd Lewis
OR~Nt..\ G DEPARTM.ENT
If Planning
Il
Jeff Johnson
BY:
APPROVED FOR
AGENDA
BY:
REOUEST
The Andover Planning and Zoning Commission is asked to review the request of Todd
Lewis to allow for the construction and placement of a deck that encroaches into the
required ten (10) foot sideyard setback from the interior lot line on the property located at
3552 134th Avenue NW, legally described as Lot 1, Block 3, Woodland Terrace 4th
Addition.
The property is zoned R-4, Single-Family Urban.
APPLICABLE ORDINANCES
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Ordinance No.8, Section 6.02, establishes the minimum lot requirements for an R-4,
Single Family Urban residential zoned lot. Section 6.02 requires a ten (10) foot sideyard
setback from the interior lot line.
Ordinance No.8, Section 5.04, establishes the variance procedure and process. Variances
may be granted where there are practical difficulties or unnecessary hardships in any way
of carrying out the strict letter of the provisions of the Zoning Ordinance. The hardships
or difficulties must have to do with the characteristics of the land and not the property
owner.
BACKGROUND AND REVIEW
The applicant is requesting a variance to construct a deck that encroaches two (2) feet into
the ten (10) foot sideyard setback from the interior lot line. The applicant does not have
reasonable access to the ground level from the second floor if the deck was constructed
without a variance. The Commission should be aware that the house was constructed
(construction date - 10/4/91) before Ordinance No.8, Section 6.02 was amended requiring
an additional five (5) foot setback from the principle structure when the plans for the
principle structure accommodate an access for a deck. Please consult the attached
application from the applicant for further details.
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Variance - Sideyard Setback from Interior Lot Line
Todd Lewis
August 27,1996
COMMISSION OPTIONS
A. The Andover Planning and Zoning Commission may recommend to the City
Council approval of the variance requested by Todd Lewis to allow for the
construction and placement of a deck encroaching two (2) feet into the
required sideyard setback from the interior lot line on the property located at
3552 1 34th Avenue NW, legally described as Lot 1, Block 3, Woodland Terrace
4th Addition.
The Planning and Zoning Commission finds that the proposal meets the
conditions established in Ordinance No.8, Section 5.04,
B. The Andover Planning and Zoning Commission may recommend to the City
Council denial of the variance requested by Todd Lewis to allow for the
construction and placement of a deck encroaching two (2) feet into the
required sideyard setback from the interior lot line on the property located at
3552 1 34th Avenue NW, legally described as Lot 1, Block 3, Woodland Terrace
4th Addition.
/
The Commission finds that the proposal does not meet the requirements set forth
in Ordinance No.8, Section 5.04. The Commission finds that no hardship exists
due to the unique shape or topography of the parcel and that the land owner would
not be precluded reasonable use of the property.
C. The Andover Planning and Zoning Commission may table the item.
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CITY of ANDOVER
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VARIANCE REQUEST FORM
Property Address
3552 134th Avenue NW
Legal ~escription of Property:
(Fill in whichever is appropriate):
Lot
1
Block
3
Addition
Woodland Terrace 4th Addition
Plat Parcel PIN 32-32-24-43-0045
(If metes and bounds, attach the complete legal)
Description of Request To allow us to extend our second story deck two
feet into the required ten foot side yard setback. My neighbor has no
ob"iections to request.
Specific Hardship A 3.5 foot wide deck will not allow us to have access to
ground level.
Section of Ordinance No.8, Section 6.02 Current zoning R-4
-----------------------------------------------------------------
Name of Applicant Todd Lew~
Address 3552 134th Avenue NW
Home phone t2-l30~ .
Signature (...Jet ~
Business Phone 937-6443
Da te 8/12/96
-----------------------------------------------------------------
Property Owner (Fee Owner)
(If different from above)
Address
Home Phone
Business Phone
Signature
Date
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PAGE 2
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The following information shall be submitted prior to review by
the City of Andover:
1. A scaled drawing of the property and structures affected
showing: scale and north arrow; dimensions of the
property and structures; front, side and rear yard
building setbacks; adjacent streets; and location and use
~ of existing structures within 100 feet.
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2. Application Fee:
Single Family
Other Requests -
($~75.00
$100.00
Pd.:J
Date Paid
8/8/96
Receipt it 034779
Rev. 1-07-92:d'A
5-23-94:bh
Res. 179-91 (11-05-91)
CRITERIA FOR GRANTING A VARIANCE
In granting a variance, the City Council shall consider the
advice and recommendation of the Planning and Zoning Commission,
and:
1. If. the request is in keeping with the spirit and intent of
this Ordinance.
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2. If it finds that strict enforcement of this Ordinance will
cause undue hardship because of circumstances unique to
the individual property under consideration.
3. If it finds that denying the request does not deny
reasonable use of the property.
4. Economic considerations shall not constitute an undue
hardship if reasonable use of the property exists under
the terms of the Ordinance.
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Fax Cover Sheet
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Date: August 22, 1996
Pages: 1
To: ~ Jeff Johnson
Company: City of Andover
Fax Number: 755-8913
From: Todd Lewis
Subject : Deck Variance
Jeff, I spoke with my neighbor in regards to my deck Variance. I discussed that I would
like to build the deck 7.5' out from my house and 12' wide. That is 2.'" further out from
my house then the city allows under normal circumstances. He doesn't have a problem
with this and he has signed and dated the bottom of this fax.
If you have any further questions or would like to come out and take a look just give my a
call.
,
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T~ ryour help in this matter.
Todd Lewis (Home Owner requesting Variance on deck size)
~ ~ 35Y~ /3i7H- All-€.
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J:\s -:c AfY\. c...o~c.E:.Rl.~E~ ~E:. c...Au GC"To \~ P-R.oP6~
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE:
September 17, 1996
AGENDA SECTION
ORIGINATING DEPARTMENT
Non- discussion
ITEM NO.
Planning Department
David L Carlberg ~
Community Development Director ~
Amend Ordinance No, 10
Sections 4, 6, 8, and 9
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The City Council is asked to review and approve the attached amendment to Ordinance No. 10,
the Platting and Subdividing Ordinance. Sections 4, 6, 8, and 9 shall be amended as indicated on
the attached amendment. The amendment relates to buildability, sketch plans, restrictive
covenants, horizontal curves and septic drainfield requirements.
Planning and Zoning Commission Review
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The Planning and Zoning Commission reviewed the amendment on August 27, 1996. Attached
are the minutes and staff report from their meeting for background information and Council
review, The Planning and Zoning Commission recommends to the City Council approval ofthe
attached amendment.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
Ordinance No. lOY
AN ORDINANCE AMENDING ORDINANCE NO, 10, THE SUBDIVISION
AND PLATTING ORDINANCE OF THE CITY OF ANDOVER.
THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS:
Ordinance No. 10 is hereby amended as follows:
Section 4. Definitions.
Buildable Lots:
A. In areas lacking municipal sanitary sewer, all lots or parcels shall have
an area of at least 39,000 22.500 square feet with a finished grade of at least six
. / and on half(6.~') feet above the seasonal high water mark. All organic material
shall be removed and replaced with granular material with no more than five
percent (5%) organic material by volume, The lowest floor shall be at least three
(3') feet above the highest known and/or recorded water table in the area of
construction pursuant to Ordinance No. 17 as amended unless evidence is
submitted and certified by a geotechnical engineer and approved by the City that a
separation ofIess than three (3') feet can be achieved and is warranted.
B. In areas served by municipal sanitary sewer. all lots or parcels shall have
all organic material removed and replaced with granular material with no more
than five percent (5%) organic material by volume for the front one hundred (100')
feet of depth of the lot at a minimum width of the lot as required for that zoning
district by the Zoning Ordinance, The lowest floor shall be at least three (3') feet
above the highest known and/or recorded water table in the area of construction
pursuant to Ordinance No. 17 as amended unless evidence is submitted and
certified by a geotechnical engineer and approved by the City that a separation of
less than three (3') feet can be achieved and is warranted.
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Page Two
Ordinance No. 10 Amendments
September 17, 1996
Section 6. Sketch Plan.
6.03(B) A rough sketch of the site showing its general shape and location of
wetlands. forested areas. proposed ponding locations. adjacent roadways,
Municipal State Aid designations. waterways, and any other significant features of
the immediate area.
Section 8. Required Preliminary Plat Data.
8.02(1) A copy of ~restrictive covenants, if any, concerning all abutting land ~
property being platted shall be filed with the preliminary plat.
Section 9. Subdivision Design Standards.
9.03(B) DetleetioHs. Where horizontal street lines deflect from eaeh other at any
point more than ten (10) degrees, said street eenterlines shall be eonnected by a
curve with a radius of not less than t".'O hundred (200') feet for minor streets and
/ such a greater radii in the case of other streets as the Planning Commission may
determine,
9.03$) Horizontal Curves. The minimum horizontal curve radius on minor
streets shall be fifty (50') feet or as required by the City Engineer.
9.06 Lots.
A. Minimum Lot Size. The minimum lot area and dimension shall be as
specified in the respective zoning districts of the City Zoning Ordinance, and in
addition, the following standards shall apply:
AI. Municipal Sanitary Sewer. In areas served by municipal sewer systems, no
lot shall contain less than 11,400 square feet nor have a width ofless than eighty
(80') feet at the building setback line. Adequate rear yard area shall be provided to
maintain a utilizable space for each lot as determined by the Planning
Commission, Comer lots shall be a minimum of one hundred (100') feet wide as
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Page Three
Ordinance No. 10 Amendments
September 17, 1996
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measured at the building setback line or ninety (90 ') feet wide for back to back lots
with a thirty-five (35') foot front setback, except for two-family lots which shall be
required to be one hundred fifty (150%) percent ofa single family minimum area
and width. Residential lots shall be required to have the lowest floor to be a
minimum of three (3') feet above the mottled soils or one foot above the
designated or designed one hundred year flood elevation, whichever is higher,
unless evidence is submitted and certified by a licensed geotechnical engineer and
approved by the City that a lesser separation can be achieved and is warranted.
Any subdivision, lot split or replatting of existing developments shall be required
to meet the standards of the original development or to meet the average size of the
existing lots. On continuing streets where houses were constructed prior to the
adoption of Ordinance lOR, adopted AprilS, 1983, the setback shall be thirty-five
(35') feet unless the existing structures would indicate a lesser setback to maintain
uniformity in R-2, R-3, R-4 districts.
A2, Areas Lacking Municipal Sanitary Sewer Within the Urban Service
/ Area. In areas lacking municipal sanitary sewer within the Metropolitan Urban
Service Area, no lot shall be developed for residential purposes unless it contains a
minimum of39,000 22.500 square feet of contiguous buildable land area with a
minimum width of one hundred fifty (150) feet and a minimum depth of one
hundred fifty (150) feet and has a minimum lot width of at least one hundred sixty-
five (165') feet as measured at the front setback line. In addition. there shall also
be two (2) 5.000 square foot areas designated and staked for the primal:)' and
secondal:)' on-site septic drain field based on the design criteria for a four (4)
bedroom home. The designated drainfield locations as stated above shall comply
with Chapter 7080 as amended. The location of the primary and secondary sites
shall be indicated on the preliminary grading plan and the design
specifications for the drainfields shall be submitted with the submittal of the
preliminary plat, Said lot shall be required to have a minimum finished grade of at
least six (6') feet above the seasonal high water mark and also require the lowest
floor to be a minimum of three (3 ') feet above the mottled soils or one foot above
the designated or designed one hundred year flood elevation, whichever is higher
unless evidence is submitted and certified by a licensed geotechnical engineer and
approved by the City that a separation of less than three (3 ') feet can be achieved
and is warranted, The preliminary plat shall show a feasible plan for the future
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Page Four
Ordinance 10 Amendments
September 17, 1996
resubdivision by which lots may be in areas served by municipal water and
sanitary sewer systems.
A3. Areas Lacking Municipal Sanitary Sewer Outside the Urban Service
Area.
In areas lacking municipal sanitary sewer outside the Metropolitan Urban Service
Area, no lot shall be developed for residential purposes unless it contains a
minimum of 108,900 square feet, of which 39,000 22.500 square feet of
contiguous land area is buildable with a minimum width of one hundred fifty
(150') feet and a minimum depth of one hundred fifty (150') feet. In addition.
there shall also be two (2) 5.000 square foot areas designated and staked for the
primary and secondary on-site septic drainfield based on design criteria for a four
(4) bedroom home, The designated drainfield locations as stated above shall
comply with Chapter 7080 as amended. The location of the primary and
secondary sites shall be indicated on the preliminary grading plan and the design
specifications for the drainfields shall be submitted at the time of the submittal of
, / the preliminary plat. Said lot shall be required to have a minimum finished grade
of at least six (6') feet above the seasonal high water mark and also require the
lowest floor to be a minimum ofthree (3') feet above the mottled soils or one foot
above the designated or designed one hundred year flood elevation, whichever is
higher unless evidence is submitted and certified by a geothechnical engineer and
approved by the City that a separation of less than three (3') feet can be achieved
and is warranted. Said lot shall also have a width of at least three hundred (300')
feet as measured at the fmn1 building setback line, For lots which abut a cul-de-
sac, the lot width at the front setback line is to be one hundred sixty (160') feet.
Two lots maximum are allowed at the end of each cul-de-sac regarding lot width,
The preliminary plat shall also show a feasible plan for the future resubdivsion by
which lots may be resubdivided to meet the size and dimension standards of lots in
areas served by municipal sanitary sewer where the City deems it necessary in
those areas that can be served in the future.
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Page Five
Ordinance No. 10 Amendments
September 17, 1996
Adopted by the City Council of the City of Andover this_11th
September , 1996.
day of
CITY OF ANDOVER
ATIEST:
J, E, McKelvey, Mayor
Victoria V olk, City Clerk
Regular Andover Planning and Zoning Commission Meeting
Minutes - August 27, 1996
Page 8
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PUBLIC HEARING:
ORDINANCE
AMEND ORDINANCE NO. 10, THE PLATTING AND SUBDIVIDING
9:43 p.m. Mr. Carlberg reviewed the changes being proposed to Ordinance
10, Sections 4, 6, 8, and 9 relating to buildability, sketch plans,
restrictive covenants, horizontal curves and septic drainfield location
requirements. The reduction in the 39,000 square-foot requirement for
on-site septic systems is being reduced to 22,500, which is the size of
the building pad. The reason for the reduction is to preserve trees and
because of the amended regulations to Chapter 7080, Also, there have
been technological advances made in determining the high water table.
The City has granted variances for many of the items. Now these items
are being added to;the ordinance.
There was some qu~stion that the City is less restrictive than FH..~,
requirements. Dav~Almgren, Building Official, explained this does not
affect FHA requirements. There are many FHA requirements that must be
followed that are more restrictive than the City's. Builders decide to
which design standard they will construct a house and finance it.
Section 6, Sketch Plan, 6.03(B) Mr. Carlberg stated given the
discussion on the previous item, Staff is suggesting the sketch plan
also include any Municipal State Aid designation. The Commission
agreed,
. / MOTION by Wells, Seconded by Barry, to open the public hearing. Motion
carried on a 6-Yes, I-Absent (Putnam) vote, 10:05 p,m. There was no
public testimony.
MOTION by Wells, Seconded by Apel, to close the public hearing. Motion
carried on a 6-Yes, I-Absent (Putnam) vote. 10:05 p.m.
MOTION by Wells, Seconded by Barry, to forward to the City Council the
ordinance as read with the addendum of the sketch plan showing the MSA
designations. Motion carried on a 6-Yes, I-Absent (Putnam) vote. This
will be placed on ~e September 17 City Council agenda. 10:07 p.m.
OTHER BUSINESS
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Commissioner Wells provided maps of the Anoka-Hennepin School District
elementary and high school attendance areas, She explained the district
is unaware of the proposed developments in Andover such as Chesterton
Commons and Woodland Estates that will greatly impact the schools. She
is concerned with the building in Andover and its affect on the schools.
The schools also will have the additional enrollment problems after the
year 2000 when students will be required to remain in school until age
18. Commissioner Apel explained the City cannot legally stop a plat
because of its affect on the schools. Nor can Andover help the school
district by itself. This is a regional problem that will take the
cooperation of all the cities. Mr. Carlberg explained he has been
providing information to the school district via Bill Gallager,
Principal at the Andover Elementary School. If the district would like
copies of the preliminary plats and/or sketch plans, the City would be
Regular Andover Planning and Zoning Commission Meeting
Minutes - August 13, 1996
Page 5
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(Public Hearing: Special Use Permit/Car Wash/Bill's Superette, Cont.)
MOTION by Barry, Seconded by Luedtke, to close the public hearing
Motion carried on a 6-Yes, l-Absent (Peek) vote. 7:50 p.m.
MOTION by Apel, Seconded by Putnam, that we send to the City Council the
recommended approval of the Resolution granting the Special Use Permit
for the car wash as prepared by Staff word for word. DISCUSSION:
Commissioner Apel felt the hours of operation issue in this particular
situation is different enough and the technology is different enough
that he would not be interested in limiting the hours of operation.
That can be reviewed on an annual basis; and if after a year it is
determined that the operation should be limited, it is simple to amend
the Permit. Motion carried on a 6-Yes, l-Absent (Peek) vote. This will
be on the September 3, 1996, City Council agenda. 7:52 p.m.
PUBLIC HEARING:
ORDINANCE
AMEND ORDINANCE NO. 10, PLATTING AND SUBDIVIDING
Mr. Carlberg asked that the item be tabled to the next meeting. If the
material is not available for the next meeting, Staff would readvertise
the public hearing.
) MOTION by Luedtke, Seconded by Wells, to table the public hearing on
Ordinance No. lO, the Platting and Subdividing Ordinance. (to the Augusc
27, 1996, meeting) Motion carried on a 6-Yes, l-Absent (Peek) vote.
SKETCH PLAN - WOODLAND ESTATES - SECTION 22 - WOODLAND DEVELOPMENT
COMPANY
Byron Westlund, Woodland Development Corporation, reviewed the sketch
plan of the proposed development of Woodland Estates, which consists of
160 lots on 78 acres. The Lapt~s wish to reside in their existing
home on a one-acre lot, which will be located on the northeast portion
of the proposed plat. The proposal would be that they will continue to
use their on-site septic system and well with the understanding that
they meet the 39,000-square feet. If something would go wrong with
their septic system oJLwell, they would hook up to the municipal sewer
and water. The Laptu~s have asked that the pole building be kept in
place and they would lease it for three to four years, At the end of
that term, the building would be removed. Because the plat will be
phased, that area could be put in the second phase so the pole building
does not encroach into the view of other people.
)
Mr. Westlund explained the Anoka County Highway Department has expressed
concern with their northern exit to the plat. They are amenable to th~
County's suggestion to end that exit in a cul-de-sac and provide the
second exit even further north which is now shown as a cul-de-sac.
There is also some talk about revising the intersection of Nightingale
and Crosstown to make it a T intersection, That is out of their
control. It is a heavily wooded parcel, and they are making an effort
. )
CITY OF ANDOVER
REQUEST FOR PLANNING COMMISSION ACTION
DATE Au~st27 1996
AGENDA ITEM
ORIGINATING DEPARTMENT
.~ APPROVED
, ":) AGENDA
Planning ~.
David 1. Carlberg -
Community Development Directo BY:
FOR
8. Public Hearing: Amend
Ordinance No, 10, Platting
and Subdividing Ordinance
BY:
Request
The Planning and Zoning Commission is asked to hold a public hearing on the
proposed amendments to Ordinance 10, Sections 4, 6, 8, and 9, Said amendments
relate to buildabiIity, sketch plans, restrictive covenants, horizontal curves and
septic drainfield location requirements, Attached is the proposed amendments for
Commission review and discussion,
,
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
Ordinance No. lOY
AN ORDINANCE AMENDING ORDINANCE NO, 10, THE SUBDIVISION
AND PLATTING ORDINANCE OF THE CITY OF ANDOVER.
THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS:
Ordinance No, 10 is hereby amended as follows:
Section 4. Definitions.
Buildable Lots:
/
A. In areas lacking municipal sanitary sewer. all lots or parcels shall have
an area of at least 39,000 22.500 square feet with a finished grade of at least six
and on half(6.~') feet above the seasonal high water mark. All organic material
shall be removed and replaced with granular material with no more than five
percent (5%) organic material by volume. The lowest floor shall be at least three
(3') feet above the highest known and/or recorded water table in the area of
construction pursuant to Ordinance No, 17 as amended unless evidence is
submitted and certified by a geotechnical engineer and approved by the City that a
separation ofless than three (3') feet can be achieved and is warranted.
B. In areas served by municipal sanitary sewer. all lots or parcels shall have
all organic material removed and replaced with granular material with no more
than five percent (5%) organic material by volume for the front one hundred (100')
feet of depth of the lot at a minimum width ofthe lot as required for that zoning
district by the Zoning Ordinance, The lowest floor shall be at least three (3') feet
above the highest known and/or recorded water table in the area of construction
pursuant to Ordinance No. 17 as amended unless evidence is submitted and
certified by a geotechnical engineer and approved by the City that a separation of
less than three (3') feet can be achieved and is warranted,
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Page Two
Ordinance No, 10 Amendments
September 17, 1996
Section 6. Sketch Plan.
6.03(B) A rough sketch of the site showing its general shape and location of
wetlands. forested areas. proposed ponding locations. adjacent roadways,
Municipal State Aid designations, waterways, and any other significant features of
the immediate area,
Section 8. Required Preliminary Plat Data.
8.02(Q A copy of the restrictive covenants, ifany, concerning all abutting land the
property being platted shall be filed with the preliminary plat,
Section 9. Subdivision Design Standards.
/
9.03(B) Deflections. Where horizontal street lines deflect from each other at any
point mora than tan (10) d@grees, said street centerlines shall be connected by a
curve with a radius of not less than two hundred (200') feet for minor streets and
such a greater radii in the case of other streets as the Planning Commission may
detennine.
9.03(8) Horizontal Curves. The minimum horizontal curve radius on minor
streets shall be fifty (50') feet or as required by the City Engineer.
9.06 Lots.
A. Minimum Lot Size. The minimum lot area and dimension shall be as
specified in the respective zoning districts of the City Zoning Ordinance, and in
addition, the following standards shall apply:
AI. Municipal Sanitary Sewer. In areas served by municipal sewer systems, no
lot shall contain less than 11,400 square feet nor have a width of less than eighty
(80') feet at the building setback line. Adequate rear yard area shall be provided to
maintain a utilizable space for each lot as determined by the Planning
Commission. Comer lots shall be a minimum of one hundred (100') feet wide as
J
" Page Three
Ordinance No. 10 Amendments
September 17, 1996
measured at the building setback line or ninety (90') feet wide for back to back lots
with a thirty-five (35') foot front setback, except for two-family lots which shall be
required to be one hundred fifty (150%) percent ofa single family minimum area
and width, Residential lots shall be required to have the lowest floor to be a
minimum of three (3') feet above the mottled soils or one foot above the
designated or designed one hundred year flood elevation, whichever is higher,
unless evidence is submitted and certified by a licensed geotechnical engineer and
approved by the City that a lesser separation can be achieved and is warranted.
Any subdivision, lot split or replatting of existing developments shall be required
to meet the standards of the original development or to meet the average size ofthe
existing lots. On continuing streets where houses were constructed prior to the
adoption of Ordinance 10H, adopted April 5, 1983, the setback shall be thirty-five
(35') feet unless the existing structures would indicate a lesser setback to maintain
uniformity in R-2, R-3, R-4 districts.
A2. Areas Lacking Municipal Sanitary Sewer Within the Urban Service
Area. In areas lacking municipal sanitary sewer within the Metropolitan Urban
Service Area, no lot shall be developed for residential purposes unless it contains a
minimum of39,000 22.500 square feet of contiguous buildable land area with a
minimum width of one hundred fifty (150) feet and a minimum depth of one
hundred fifty (150) feet and has a minimum lot width of at least one hundred sixty-
five (165') feet as measured at the front setback line. In addition. there shall also
be two (2) 5.000 square foot areas designated and staked for the primary and
secondary on-site septic drainfield based on the design criteria for a four (4)
bedroom home The designated drain field locations as stated above shall comply
with Chapter 7080 as amended. The location of the primary and secondary sites
shall be indicated on the preliminary grading plan and the design
specifications for the drainfields shall be submitted with the submittal of the
preliminary plat. Said lot shall be required to have a minimum finished grade of at
least six (6') feet above the seasonal high water mark and also require the lowest
floor to be a minimum of three (3') feet above the mottled soils or one foot above
the designated or designed one hundred year flood elevation, whichever is higher
unless evidence is submitted and certified by a licensed geotechnical engineer and
approved by the City that a separation of less than three (3') feet can be achieved
and is warranted, The preliminary plat shall show a feasible plan for the future
;
,
)
Page Four
Ordinance 10 Amendments
September 17, 1996
resubdivision by which lots may be in areas served by municipal water and
sanitary sewer systems,
A3. Areas Lacking Municipal Sanitary Sewer Outside the Urban Service
Area.
In areas lacking municipal sanitary sewer outside the Metropolitan Urban Service
Area, no lot shall be developed for residential purposes unless it contains a
minimum of 108,900 square feet, of which 39,000 22.500 square feet of
contiguous land area is buildable with a minimum width of one hundred fifty
(150') feet and a minimum depth of one hundred fifty (150') feet. In addition.
there shall also be two (2) 5.000 square foot areas designated and staked for the
primary and secondary on-site septic drainfield based on design criteria for a four
(4) bedroom home, The designated drainfield locations as stated above shall
comply with Chapter 7080 as amended. The location of the primary and
secondary sites shall be indicated on the preliminary grading plan and the design
specifications for the drainfields shall be submitted at the time of the submittal of
. the preliminary plat. Said lot shall be required to have a minimum finished grade
of at least six (6') feet above the seasonal high water mark and also require the
lowest floor to be a minimum of three (3') feet above the mottled soils or one foot
above the designated or designed one hundred year flood elevation, whichever is
higher unless evidence is submitted and certified by a geothechnical engineer and
approved by the City that a separation ofIess than three (3') feet can be achieved
and is warranted. Said lot shall also have a width of at least three hundred (300')
feet as measured at the front building setback line. For lots which abut a cul-de-
sac, the lot width at the front setback line is to be one hundred sixty (160') feet.
Two lots maximum are allowed at the end of each cul-de-sac regarding lot width.
The preliminary plat shall also show a feasible plan for the future resubdivsion by
which lots may be resubdivided to meet the size and dimension standards of lots in
areas served by municipal sanitary sewer where the City deems it necessary in
those areas that can be served in the future.
,
;
Page Five
Ordinance No, 10 Amendments
September 17, 1996
Adopted by the City Council of the City of Andover this _17th
September _, 1996,
day of
CITY OF ANDOVER
ATTEST:
J, E, McKelvey, Mayor
Victoria V olk, City Clerk
"
j
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j
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE:
September 1 7, 1996
AGENDA SECTION
ORIGINATING DEPARTMENT
Non-discussion
Planning Departmen~
David L. Carlberg ~
Community Development Director
ITEM NO.
\8.
Approve extension of SUP
Hope Lutheran Church
161xx Round Lake Blvd. NW
The City Council is asked to approve the request of Hope Lutheran Church to extend the Special
Use Permit for the construction of a church located at 161xx Round Lake Boulevard NW for an
additional year. The Council approved the Special Use Permit on October 3, 1995 and made as
a condition of that approval the ability for the granting of a one year extension period. If
approved the permit would be extended to October 3, 1997.
Staff has also been informed by Hope Lutheran Church that Builders for Christ would be
'\ constructing the church which would require them to reside on the property in recreational
) vehicles and/or travel trailers (50r 6 total) for 60 days. Staff could not fmd anything addressing
this issue in the Zoning Ordinance. The Council may wish to briefly discuss this matter if there
are concerns.
-
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -96
A RESOLUTION GRANTING A ONE YEAR EXTENSION OF THE SPECIAL
USE PERMIT FOR THE CONSTRUCTION OF A CHURCH AS REQUEST BY
HOPE LUTHERAN CHURCH AT 161XX ROUND LAKE BOULEVARD NW,
LEGALLY DESCRIBED AS LOTS 1& 2, BLOCK 2, TIMBER MEADOWS
THIRD ADDITION.
WHEREAS, Hope Lutheran Church has requested a one year extension of the
Special Use Permit for the construction of a church on the property located at
161xx Round Lake Boulevard NW, legally described as Lots 1& 2, Block 2,
Timber Meadows Third Addition; and
WHEREAS, the City Council has the ability to grant a one year extension of the
'\ Special Use Permit as provided in Resolution No. 194-95.
)
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of
Andover hereby approves the extension of the Special Use Permit to allow Hope
Lutheran Church to construct a church on said with the following conditions:
1. All conditions established in Resolution No. 194-95 dated October 3, 1995 shall
be met.
2. The Special Use Permit shall be null and void on October 3, 1997 unless
considerable progress has been made on the construction of the church,
Adopted by the City Council of the City of Andover on this _11th_day of
September , 1996.
CITY OF ANDOVER
ATTEST
J.E. McKelvey, Mayor
) Victoria V olk, City Clerk
"
)
HOPE LUTHERAN CHURCH
14267 Raven Street NW
Andover, MN 55304
August 29, 1996
RECEIVED
AUG 3 0 1996
CITY OF ANDOVER
David Carlberg, Development Director
City of Andover
1685 Crosstown Boulevard NW
Andover, MN 55304
Dear Mr. Carlberg,
It was a pleasure visiting with you yesterday regarding our building project at
Hope Lutheran.
On October 3, 1995, the City Council approved a one-year special use permit for
our building plans, We are planning on building in the spring/summer of 1997 and
/ therefore we are requesting a one-year extension.
Should you need additional information, please feel free to contact me at 786-
4372.
\
)
J
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R194-95
A RESOLUTION APPROVING THE SPECIAL USE PERMIT REQUEST OF THE
HOPE LUTHERAN CHURCH FOR THE CONSTRUCTION OF A CHURCH TO BE
LOCATED AT l61XX ROUND LAKE BOULEVARD NW, LEGALLY DESCRIBED AS
LOTS 1 & 2, BLOCK 2, TIMBER MEADOWS THIRD ADDITION.
WHEREAS, The Hope Lutheran Church has requested a Special
Use Permit to allow for the construction of a church located at
161xx Round Lake Boulevard NW, legally described as Lots 1 & 2,
Block 2, Timber Meadows Third Addition; and
WHEP.~S, the Plan~ing and Zoning Commissiou has reviewed
the request and has determined that said request meets the
criteria of Ordinance 8, Sections 5.03 and 7.03; and
J
WHEREAS, the Planning and Zoning Commission finds the
proposed use will not be detrimental to the health, safety and
general welfare of the occupants of the surrounding lands; and
WHEREAS, a public hearing was held and there was no
opposition regarding said request; and
WHEREAS, the Planning and Zoning Commission recommends to
the City Council approval of the Special Use Permit requested.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of
the City of Andover hereby agrees with the recommendation of the
Planning and Zoning Commission to allow the Hope Lutheran Church
to construct a church on said property with the following
conditions:
1. The Special Use Permit will be subject to annual
review and site inspection by City Staff.
2.
The Special Use Permit will be subject to a one-year
sunset clause as defi~ed in Ordinance No. St Sectio~
5.03(D) unless a one year extension is granted by the
City Council.
3. Any expansion of the existing plans must be through an
Amended Special Use Permit proceeding.
~
4. The two parcels or lots shall be replatted as one
parcel or lot.
5. The distance from the liquor store does not have a
significant impact on wether or not the church or any
educational use can be there.
\
/
Page Two
J Resolution
Hope Lutheran Church
October 3, 1995
6. The easements between the two lots shall be vacated
per City Ordinances.
Adopted by the City Council of the City of Andover on this
day of October, 1995
3rd
CITY OF ANDOVER
ATTEST:
iz~:~~~
V1ctoria Vo , C1ty Clerk
1-. 1.. m#! A'~
&C. E. McKelvey, May r
,
J
\
)
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
, J
DATE: September 17.1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,~t
Engineering
ITEM NO.
Approve Final PaymenU92-19/Weybridge 3rd Addition
\3.
The City Council is requested to approve the resolution accepting work and directing final
payment to Old Is Gold, Inc. for Project 92-19, Weybridge 3rd Addition.
J
j
)
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ACCEPTING WORK AND DIRECTING FINAL PAYMENT TO
OLD IS GOLD, INC. FOR PROJECT NO. 92-19, IN THE AREA OF WEYBRIDGE
3RD ADDITION FOR THE IMPROVEMENT OF SANITARY SEWER
WATERMAIN. STREET AND STORM SEWER CONSTRUCTION.
WHEREAS, pursuant to a written contract signed with the City of Andover on
May 7 ,19 96 , Old is Gold. Inc. of Andover MN has satisfactorily completed the
construction in accordance with such contract.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover,
Minnesota that the work completed under said contract is hereby accepted and
approved; and
J
BE IT FURTHER RESOLVED that the City Clerk and Mayor are hereby directed
to issue a proper order for the final payment on such contract, reimbursing the
contractor's receipt in full.
MOTION seconded by Councilmember
and adopted by the
City Council at a regular meeting this 17th day of September ,19.....9..6..., with
Councilmembers voting in favor of
the resolution, and Councilmembers voting
against, whereupon said resolution was passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
/
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
\
)
DATE:
September 17. 1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,~l
Engineering
ITEM NO.
Anoka County 1996 Warranted Signal List
14.
Attached is a copy of the list of warranted signals provided by the Anoka County Highway
Department. Of the warranted signal locations identified in the City of Andover, the County
has indicated that the intersection of 133rd/Coon Creek Boulevard (CSAH 18) is on the
County's 1996 new installation list and that we will be seeing information from the County on
this installation shortly. The remaining and future signal locations are re-prioritized by the
County each year.
As you will note, the intersection of Hanson Boulevard and Crosstown Boulevard does meet
signal warrants. The County has indicated that in order to signalize the intersection in a safe
manner it is necessary to re-align the intersection and construct the appropriate turn lanes.
; They have estimated this work to cost approximately $500,000. At this time they do not have
funds identified for this project.
As the County re-prioritizes their projects each year it is possible that if enough
encouragement is provided by the City Council to the County Board they may classify this
project as a higher priority and provide or re-allocate for it.
In the interim the County is reviewing the possibility of installing a four way stop at this
location.
)
II
COUNTY OF ANOKA
Public Services Division
HIGHWAY DEPARTMENT
1440 BUNKER LAKE BLVD NW, ANDOVER, MINNESOTA 55304
(612) 754-3520 FAX (612) 754-3532
JANE K. PEMBLE
Traffic Engineer
TRANSMITT AL
Date: f8(z:z-('?~
To: ~Il etu~=~
C-(~ ~ i>-NDdle12-
:RECEIVED
AUG 28 19961
CITY OF ANDOVER
From: ..J~e::- ~B~
~c- EN::;.lrJE.ee-...
/
Regarding: W,A.l2..~~ SIGNf>...-L-
Loc.A.-Tl oN.s
Item(s): No.
\
Description
G:PPi of 19')<.0 \fJb-~1b-D SlGN~
L-l s-r--
purpoy
~
as you requested
for.your information
for your approval
review and return
reply to sender
other (see remarks)
Remarks:
)
Affirmative Action I Equal Opportunity Employer
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
/
DATE:
September 17. 1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
ITEM NO.
Award Quotation/Hartfiel's Estates Lot
Cleanup/96-21
16,
Scott Erickson,~l
Engineering
The City Council is requested to award the quotation for Hartfiel's Estates Lot Cleanup, Project
96-21, to Sauter & Sons in the amount of $13,670.00.
Quotation requests were sent to five (5) separate contractors with only one responding (Sauter
& Sons).
Quotes received are as follows:
Contractor
Quote
Sauter & Sons
$13,670.00
i
Sauter & Sons has successfully performed work for the City in the past.
A number of years ago the City of Andover inadvertently dumped concrete rubble and debris
on Lots 26 & 27, Block 1 within Hartfiel's Estates. This contract will remove the debris from
this location and dispose of it properly.
The funding for this project is recommended from the PIR fund.
J
SEP- 4-96 WED 14:45 SAUTER & SONS
P.02
set H.:DlH.E OF PFlICES
Project 00.21, H:lrlfir:I'r, Esl::itnr. -1J~1!10 nil.1
/
- Submit Ouot:JtiOIl by $<mtollll.1Gr.i,1, '1!J~fLhy II::\QYM.
'i{;': ,:i.. !.!\U~tJ~I~1~((i.~'p'~::~'MIJl.ipjlig'/B{t~: :R~ti~ori:itioll .n rid Plt1cQI1lf;!r\~.,bf$i,rl:erita:.:;;:'i.'.:.r:..-"
Bi<.lder mu:o.t fill in unit prices it, 1I11mcmb: lI1nl<l!. extnntmm for each itom tlor! tot~\11hC"!
bid. ror complcto illformalion COllf;\-lmir'U1hl,Jol\(t ill:'f11~;. 11 I!. 13 Sl"lnlli~l Provio;;ionn.
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1:~~::...~...e.':\~,~ii+~,;..i'T!.i::.~~.~~.~..:~~-:.-~:k.~~~.:~.i'kr:..~':~~-i.::~'.;__ii~..;,.";..:'" i,..... ,..;" ~I<:N/I*"''',';.'''' -'''';''l~-:'-''-:':1l.~J:' f.."1..r..... ,1..H.';t!"i':!~~.1:."S:'m".. ..tl~\I:t'...
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Re~l1apinu of tile l.ols.
ApPllrluntlnC:l'!n
LUll'\. f.:'.IIH
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00
$ 2000 00
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
, I
DATE:
September 17. 1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,~t
Engineering
ITEM NO.
. f'rticle/Anoka County Highway Funding
i [() .
This article is from the September, 1996, Community Courier newspaper. The funding
identified in the article is a real bonus for Anoka County and will have a residual transportation
benefit to cities such as Andover as it relates to the regional transportation segment of our
comprehensive plan. The County has also indicated that this will be the funding source for
future intersection improvements at Bunker Lake Boulevard/Hanson Boulevard.
. \
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
\
)
DATE: September 17 1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,
Engineering
ITEM NO.
Approve Resolution Approving
ReimbursemenUI. Schalwig
11.
The City Council authorized reimbursement to Mr. Ingo Schalwig of 2281 - 174th Circle NWat
the September 3, 1996 City Council meeting. The attached resolution formalizes the
reimbursement request.
J
- )
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
A RESOLUTION AUTHORIZING REIMBURSEMENT TO MR. INGO SCHALWIG/2281 -
174TH CIRCLE NW
WHEREAS, the City Council is cognizant that a drainage swale was improperly
located on the identified parcel.
WHEREAS, the City Council understands a large amount of erosion did occur
along the swale and the homeowner took emergency measures to repair and eliminate
erosion problems at his location.
WHEREAS, the homeowner will agree to provide the necessary drainage and
utility easements over the swale area.
WHEREAS, this reimbursement will not set a precedence for future
reimbursement requests.
NOW, THEREFORE BE IT RESOLVED that the City Council hereby authorizes
J reimbursement to Mr. Ingo Schalwig in the amount of $1 ,750.00.
BE IT FURTHER RESOLVED that the reimbursement amount of $1,750.00 will
constitute $1,400.00 from the City of Andover and $350.00 from Woodland
Development,
Adopted by the City Council of the City of Andover this 17th day of September ,
19 96.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
/
.I
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE September 17.1996
AGENDA SECTION
ADMINISTRATION
Richard Fursman
Non-Discussion
ITEM NO. / f.
Approve 1997 Law Enforcement Contract
Background:
J The City Council is requested to renew the Law Enforcement Contract with Anoka County for the
period January 1, 1997 through December 31, 1997. The 1997 coverage is for forty (40) hour
coverage, seven (7) days a week, plus twelve (12) hours of daily CSO coverage, for a net contract cost
to the City of$600,000.
"
)
4NDOVER
'. ~NUARY 1, 1997
/
FORTY HOURS SWORN PERSONNEL
TWELVE HOURS C.S.O.
365 DA YSIYEAF
365 DA YSIYEAF
I. PERSONNEL
A. Sworl1 Deputy Sheriff
1) 8.4 Deputies at $3,467 per month ................................ $349,47.
2) Overtime (Average 7 hours/month per Deputy) . . . . . . . . . . . . . . . . . . . . . . . . . 21, 17C
B. Non-Sworn C.S.O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 35,74'
C. Benefits for Sworn and Non-Sworn
P.E.RA (Sworn) 11.4% of $370,644 . . . . . . . . . . . . . . . . . . . . . . .. 42,253
P.E.R.A. (Non-Sworn) 4.48% of $35,741 ...................... 1,601
FICA - 7.65% ......................................... 2,734
Medicare ............................................ 5,374
Severance Allowance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3,495
Unemployment Compensation .............................. 874
Life Insurance ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 143
Health Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 28,224
Dental Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2,209
Long-Term Disability Insurance. . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1,083
Clothing Allowance ..................................... 4,560
Workers Compensation ................................. 10,016
Total Benefits .................................................. 102,56E
/
TOTAL PERSONNEL COSTS
$508,951
II. VEHICLE
A. Police Equipped Vehicles (2) ....................................... $43,20C
B. C.S.O. Vehicle. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8,00C
C. Maintenance Costs
1) Vehicle. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 38,906
2) Emergency & Communications Equipment . . . . . . . . . . . . . . . .. 864
3) Insurance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1,350
4) Cellular Telephone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 600
TOTAL VEHICLE COSTS. . . . . . . . . .. . . .. . . . . .. .. . . . . . . . . . . . . . . . . . . . . . .. $92,92C
III. ADMINISTRATIVE COSTS
Administrative, Clerical, Etc. ........................................... $44,OOC
IV. TOTAL COST TO CONTRACTING MUNICIPALITY .........,............ $645,871
*Less Amount Received from State for Police State Aid -45.687
NET COST TO CONTRACTING MUNICIPALITY. . . , , . . . . . . . . . . , . . . . . . . . . . . .. $600,18'::
\
)
*This figure is determ ined by the State and is subject to fluctuation.
The latest figure available is $5,439 per Deputy.
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
I
DATE: September 1 7. 1996
AGENDA SECTION
ORIGINATING DEPARTMENT
Non-Discussion Items
ITEM NO.
City Clerk
V. Volk ~~'
Approve 1997 Cable Commission Budget
Iq.
The City Council is requested to approve the attached 1997 Quad Cities Cable Commission budget.
/
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)
09/10/95
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/
\
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14:25
CITY OF CHAMPLIN ~ 755 8923
A II
]Cable commISSIon. UW1get 1997
NO. 797
1;J02
I
c
I
:~~mb:~:~~:t;~::G:,~:jf ~~~~
0.00 '1,2Ol.oo
Z<<),ooa..oo
120.<XXl.OO
2O,<XXl.OO
11,000.00
15,500.00
3.000.00
$$2li,704.oo
lln.ooo.110
2o.S00-00
12.000.00
71765.00
4,000.00
'>>U6S-~
09/10/95
14:25
CITY OF CHAMPLIN ~ 755 8923
NO. 797 !;J03
,
J QUAD CITIES CABLE COMMISSION
1997 BUDGET EXPLANATIONS:
15, SALARIES. Net amount of salary for the Administrator at $45,480, and three
full-time Producers at $11.85 per hour. 1l1ese figures repre&l1!nt a 3% increase to
1995 levels. Actual increases will be detemUtied by Commission during
December.
16. FEDERAL T AXF.!; - Taxes from payroll withholdings and matching amounts,
the budget amount fli!flective of 1/2 of the Administrator's salary.
17. STATE TAXES. Taxes from payt'oll to State, aJnOW\t relective of 1/2 of
Administraror's salary.
18, PERA - Employee and Commission's contributions to Public Employee
Retirement Association, amount reflective of 1/2 of Adm:s salary.
19. HOSPITALIZATION -1/2 of Administrator's single MEDICA coverage.
20. Lm ILIFE INSURANCE - Premiums for 4 policies.
21. A~rmcIA TE PRODUCRR.~ - Funds to pay ~larles of personnel Eor municipal \
programming and information/meetings coverage.
22, FUNDS ALLOCATED TO ANDOVER'S AP
23, FUNDS ALLOCATED TO ANOKA'S AP
24, FUNDS ALLOCATED TO CHAMPLIN'S AP
25. FUNDS ALLOCATED TO RAMSEY'S AP
'-6 GOV'T CHANNEL - funds to pay personnel to update government channels'
/ computerized bulletin boards and assist in meeting coverage.
27. OCTV INTERN PROGRAM - Intern program funds received from cable
company.
28. P A YROLL FEES - Fees charged by P A YCHEX to handle payroll.
29. ADM. MISC. EXPENSES . Funds to cover out-()[ -podet expenses incurred by
the Administrator.
30. COMMISSION MISC, EXPENSES - Expenses incurred by the Commission or
one of its Direc:torll.
31. MILEAGE - Based on .31 CQnts per mile for reimbursement to Administrator
and Gov't Channals operators.
32. AUDIT _ Money available for outside audit of Commission's bank accounts.
~:~ (,ON~rr.TANTS . Funds set aside for outside professional assistance. ,
34, LEGAL - Based on average legal expenses incurred over the past 5 years.
35. M A.C.T.A. . 1997 dues for Minnesota Association of Cable TV
Administrators,
~. N.A.T,O.A. . 1997 dues for National Association of Teleco!IUI\urUcations
Officers and Advisors (member NLC).
37, COPYINs,:i . '6ased on average expense for past 5 years,
38. OFFICE SUPPLIES - Based on average expenses for past 5 years.
~. OFFICE EOUIPMENT - Based on a-verage expenses for past 5 years.
40, FURNITIJRE k PTYn TRF.~ - Money a-vailable to purchase new furniture if
needed.
)
09/10/96
I
41.
42
43.
44,
45.
46_
47,
48,
49,
50.
51.
52,
53,
54
55,
56.
j 57.
58.
59.
60.
~1.
62.
)
14:27
CITY OF CHAMPLIN ~ 755 8923
NO. 797 [;104
PAGE 2 BUDGET EXPLANA nONS
COMMISSION'S PER DIEMS - Ba5ed on per diems of $35 per Commission
meeting and $17.50 per Committee meeting.
POST AGE - Based on average expenses for past 5 years.
PRINTING - Based on average eX}Xlnses for past 5 years.
PUBLICATIONS - FWlds to purchase trade publications and trade books &
manuals.
RENT - 1/2 of total rent at $6.84 per sq. foot (1,574 sq. ft.)
TEI.F.PHONE - 1/2 of the costs for three service lines & one modem line - each
$44/ mo.
TEI.EPHONE SYSTEM - the estimated cost to replace current telephone system,
WATER COOLER - Expenses to maintain the agreement with Culligan's.
CAPITAL EOUIP, FUND - $10,000 dollars per each member city,
ANDOVER'S CAPITAL FUNDS
ANOKA'S CAPITAL FUNDS
CHAMPliN'S CAPITAL FUNDS
RAMSEY'S CAPITAL FUNDS
A/V EOUIP. REPAIR - Equipment repair fund.
VIDEO TAPE SUPPlY - 10 cases per city.
CONFERENCE PARTICIPATION - Funds allocated for January MACTA
conference and September NATDA National Conference,
LIABILITY INSURANCE - 1/3 of the 1997 quote from agent,
BONDS . 1/3 of 1997 quote from agent.
BUTI...DING CLEANING - 1/2 of total building cleaning expense.
BUILDING MAINTENANCE - Funds to cover minOI Iepclira to building
QCTV-15 EOUIPMENT GRANT - Programming agreement requires the cable
company to annually pay $20,000 into an equipment fund.
OCTV-15 OPERATING GRANT - Programming agreement requires the cable
company to pay 2,5% of their gross revenue to the Commission, the
Commission in turn matches the local programming payment with franchise
fees.
65. RF.S~RVE FUND(General).- Funds to be carried as a reserve and available to all
cities by majority vote of the full Commission.
66, ANDOVER RESERVE FUNDS - Funds available to Andover only.
67, ANOKA RESERVE FUNDS - Funds available to Anoka only.
68, CHAMPLlN RESERVE FUNDS - Funds available to Champlin only,
69, RAMSEY RESERVE FUNDS - Funds available to Ramsey only.
CITY OF ANDOVER
,
1
REQUEST FOR COUNCIL ACTION
DATE: September 17, 1996
AGENDA SECTION
NO.
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT APPROVED
FOR
Frank Stone - Public Works AGENDA
ITEM aD.
NO. Approve Replacement
Asphalt Spray Patcher
Superintendent BY:
The Streets & Highways Department is requesting approval to trade our Rosco
Asphalt Spray Patcher in for a 1996 demo unit. Due to the many hours that are on the
unit we now have, the maintenance cost are becoming very expensive.
J
This machine has granite aggregate transported though it by motor driven steel plates.
Over the years, this rock has totally worn out this part of the machine. At the present
time the unit is broken down. On the 1996 demo model, this part of the machine is air
driven. This will give the machine a longer life time and less maintenance cost. This
machine has been a life saver for the Streets & Highways Department. The time spent
on street patching is less, there is no waste of material, and it's a faster, safer and cost
effective way to repair our streets.
Price paid for spray patcher in July 1993
$32,250.00
Cost to repair our unit this time
Total
3.500.00
3,500.00
Price for Demo is
Trade-in for our machine
Difference in price
$28,300.00
17,500.00
10,800.00
Funds for replacing this machine would come from Streets & Highways Operating
Budget. This will decrease the amount of gravel in storage this winter, but we should
make it OK. It is of high priority that we make the trade or repair our machine,
because we use the unit right up to freeze up.
/
If you have any questions, please give me a call.
FILE: SPATCHER.DOC
MOTION BY: SECOND BY:
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
J
DATE: September 17.1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott EriCkson,~<t
Engineering
ITEM NO.
A,rward Bid/94-30/City Hall/Concrete & Masonry
a.
The bid opening for this item is scheduled for Tuesday, September 17th.
Bid results will be provided to the City Council at the meeting.
/
\
'. /
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
J
DATE: September 17. 1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott EricksonJ(
Engineering
ITEM NO.
j~~rd Bid/94-30/City Hall/Earthwork and Utilities
The bid opening for this item is scheduled for Tuesday, September 17th.
Bid results will be provided to the City Council at the meeting.
/
\
)
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
I
DATE:
September 17. 1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,~l
Engineering
ITEM NO.
Approve Resolution Removing State Aid Designation
~etween Crosstown Blvd. & Round Lake Blvd.
nc3.
The City Council is requested to approve the resolution approving the revocation of Municipal
State Aid Street between Crosstown Boulevard and Round Lake Boulevard. The City Council
requested the revocation at the September 3, 1996 Council meeting.
This resolution will be submitted to Mr. Bob Brown, Metro State Aid Engineer, for his
recommendation and concurrence.
A redesignation of the state aid mileage will be presented to the Road Committee and the City
Council at a future date.
/
\
" )
I
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
A RESOLUTION REVOKING MUNICIPAL STATE AID STREET.
WHEREAS, it appears to the City Council of the City of Andover that the
street hereinafter described should be revoked as a Municipal State Aid Street
under the provisions of Minnesota Laws of 1967 Chapter 162; and
NOW, THEREFORE BE IT RESOLVED by the City Council of the City of
Andover that the road described as follows, to wit:
Control Section #110, Segment 010,020,030
be and hereby are revoked as a Municipal State Aid Street of said City,
subject to the approval of the Commissioner of Transportation of the State of
Minnesota.
I
BE IT FURTHER RESOLVED that the City Clerk is hereby authorized and
directed to forward two certified copies of this resolution to the Commissioner of
Transportation for his consideration and upon his approval of the revocation of
said street or portion thereof.
Adopted by the City Council of the City of Andover this 17th day of September ,
19 96.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
Certification
I hereby certify that the above is a true and correct copy of a resolution duly
passed, adopted and approved by the City Council of said City on September 17,
1996.
Victoria Volk - City Clerk
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· Do you think the City should spend more time trying to resolve traffic problems in your
neighborhood?
Yes
21
No 80
No Opinion 3
· How much would you be willing to be assessed for road alterations to limit traffic?
(
G) None 88
~ $250-$500 6
Q) $500-$750 7
· What method of traffic control would you recommend?
G) Speed Bumps 8
~ Close Roads 26
Q) Police
51
· Do you think more neighborhood meetings are necessary to discuss the traffic issue?
Yes 8
No 86
No Opinion 9
179 Surveys Delivered to Residents
104 Surveys Received Back from Residents (58%)
Woodland Terrace Traffic Survey
No Action
· The whole issue was a waste of time and money. One man on 133rd Lane NW
disconnected the traffic counter anyway so how accurate was it. That's all it did was
divide the neighborhood and put one section against another - how awful!!
· I live 2 (two) houses from Round Lk Blvd and do not consider the traffic as being
heavy. I have lived in busier areas
· This is not a brand new neighborhood! People bought these homes knowing that they
are on a through street or a cul-de-sac. It is not the City's job to now change that!
· Speed bumps are insulting. Driving through my yard is disgusting.
· Stop a few kids speeding once in a while and the roads will be fine.
· Just don't seem to see where the "problem traffic" is in my neighborhood!
· I don't have a problem with the traffic. I know it's a busy area so I accept it. Thank
you for asking.
· I have been to the meetings and would attend again, however, I feel the answer is just
that the neighborhood streets are busy and that's how it is.
· Just enforce the laws and don't make a bigger issue of it. It's not rocket science.
Road alterations are ludicrous and defeat the purpose of roads for the users (vast
majority of whom are not traffic offenders). Simply get some cops out here to
enforce the laws and nail the dozen or so who violate them. I can sit in my house and
write down plate #'s all day of people who ignore stop signs, etc. I could tell you
where they live. If! can do that much surely cops can issue some big fines..
· We've found that a lot of the problems are w/school age children riding their bikes
and playing in the MIDDLE of the street. Also, cars do drive too fast for the
conditions.
· It's sad to think the City has spent so much time & expense on an issue that's basis
lies in the fact that a few parents do not want the responsibility of parenting _ Their
children do not belong playing in the streets.
· Don't believe their is a problem. Also less traffic now that summer is over again &
garage sales have stopped. Kids are back in school.
· I am a new resident and work for the City of Blaine. I feel the traffic in this
neighborhood is no different than others. In reality, the speeders in this neighborhood
are its residents. Police visibility is the only alternative. Installing speed bumps and
closings roads will only increase frustration and ultimately cause more speeding. The
street is not a playground. Watch your kids.
· The City has already spent too much time catering to a few. The traffic in Woodland
Terrace is no worse than any other neighborhood.
· I don't understand why the access to Riverdale Assembly was closed. Besides being
a busy church, it is also a poll at elections. Also, public streets can be used by
anyone. What gives homeowners the right to bar traffic.
· Traffic control I feel is not a problem in this neighborhood, except for those who feel
the streets should be used as a playground for their children.
· This issue is not the result of road design. It is due to the driving behavior of area
drivers. More police traffic enforcement is needed.
· The sides are far too divided. Let those leave who feel they must. We need our own
police force.
· I don't believe there is a significant "through traffic" problem in our neighborhood.
However, there are neighbors who speed and run stop signs. Additional policing may
be of some help.
· 1. Consolidate garbage service to one company like Blaine with city price control. 2.
Put this issue to bed!
· We thought this was a done issue. Maybe those people who can't accept where they
live should move. It might also help if those same people didn't have garage sales
every week, inviting more traffic.
· This is so dumb and a real waste of tax dollars. It is very embarrassing when
Andover has many other problems that need attention. Open Our Road!
· The street system in the neighborhood works fine. If some drivers are speeding or
disobeying other traffic laws, it is not because of the streets. The amount of traffic is
not excessive. Give the matter a rest.
· I don't feel we have a "traffic problem". The usage is no different than the other 3
(three) neighborhoods we've lived in, in this area.
· I live on 134th Ave & Narcissus. It's not that busy anymore.
· Lessen the number of stop lights on Round Lake & Bunker Lake Blvd. And this
would not be an issue!
· We don't feel traffic is a problem in this neighborhood.
· These indications are the strong preference of both adults in this household - we have
kids who play outside and live on one of the 2 (two) busiest comers in the
neighborhood (Poppy & 133rd Lane. NW). We are both strongly opposed to speed
bumps, road closings and assessments. Thank you for doing this survey. Well Done!
· Roads are built for cars. I don't see a Traffic Problem. When the residents who don't
like cars on the road bought or built here, they should have expected that residents
who live further in the development would use "their" road for access!
· I appreciate your letter and hope this brings an end to the complaining of a few
families. You have done more than your share for them and we appreciate it. (but no
more should be done)
· Closing streets only forces the traffic to other streets causing same problems - speed
bumps help some. No one neighborhood is more important than another - there are
children all over.
· Improve the timing of the traffic lights around our sub-division. Let only those who
want more traffic control pay for it.
· People should educate their children on safety while walking, riding bikes and
crossing the roads.
· The problem is not the number of cars but the speed of the cars (people are driving
way too fast). Speed bumps did not help at all. We need to educate people to drive
slower!
· I think what has happened - When we moved in 9 (nine) years ago the traffic was not
bad, But, let's face it , Andover has grown 3 (three) fold or more. If some people
don't like the traffic - Move! During the day it's really quite.
2
· Concerning welfare of children & the traffic, this could be controlled by parents to
teach children not to play in the streets & use their large yards & the many
playgrounds.
· I can sit on my deck and watch cars go through the intersection of Narcissus and
Orchid - about lout of 50 stop for the stop sign.
· I think the problem stems from moving vehicle violations not from volume. We have
frequently had vehicles pass through over 30 mph & have nearly ran into kids on
bikes & walkers.
· Traffic volume has reduced, however, the problem of teens in the neighborhood
racing through with friends at over 45 mph still exists.
· As noted - the biggest problem is the people who live right here - No Warnings _ Just
Tickets - If they don't like it, they should move.
· People should put a bit more thought into where they are buying a home. If you live
on a through street - there will be more traffic, right?
· We have no problem with traffic.
· Almost all drivers are driving safely and obeying the speed limit - those that don't,
deserve a ticket - the rest of us shouldn't be penalized by speed bumps or closed
roads.
· I've found the greatest problem to be caused by neighborhood teenagers & their
friends; police patrol after high school lets out and early evenings may help. Closing
roads will only intensify the traffic in other areas.
· This survey was a great idea!! If you must use speed bumps, please put them in front
of the complainers homes. The levels & speed of traffic in our neighborhood is
normal. Don't punish the residents (us) by closing our access to Bunker simply
because of2 or 3 complainers. They are planning to move anyway. Also, don't put
speed bumps by my yard because people drive onto the lawns to avoid them!
· If a person doesn't want traffic passing by their house, they should have builtlbought
on a cul-de-sac.
· Currently satisfied with road block on Bunker Lake Blvd. Would only like to see
additional patrol of area.
· I live in one of the cul-de-sacs. There is no problem here. What has been done,
speed bumps & closing Bunker, is a problem. Tell those people to lighten up.
· These people live by an existing county road, what in the hell did they think would
be on it - horse and buggies?
· Routine monitoring of traffic would help! Police visibility is always helpful!! I
believe traffic density has improved!!!
· Definitely no speed bumps or the City will pay for any related car repairs!!
· I do construction work all over the cities. This neighborhood isn't bad at all
compared to a lot of others. Remember there's also daycare around here - probably
by the ones doing the most bitching.
· I think people have to learn to live with other people and accept that there is going to
be traffic.
· Leave them as they are presently with the road blocked on the service road.
· Thank you for this survey.
3
Additional Action
· Direct confrontation with the drivers involved. Most live in the area.
· Something has to be done to restrict traffic on Narcissus. City should chip in for
allowing this to happen at all. Bite the bullet and do something worthwhile. Quit
counting convenience votes! This is a safety issue that will someday take a child's
life if something is not done. I for one will not let this rest until something is done.
State Department of Public Safety & Media coverage next.
· I am very concerned about the amount of traffic & the speed. The speed has to be
monitored by the police. I have two small children and the amount of traffic concerns
us very much.
· Close outlet going out to Bunker to resolve problem. This is a very simple problem.
Just do it! Stop wasting time & money, close the damn inlet!
· People who live on Narcissus (I Do!) are the ones who are suffering the most with the
traffic - something has to be done!
· The traffic problem still exists. Could you please resolve this issue by closing the
roads to Woodland Terrace? The safety of the children and the residents are at risk.
What will it take to expedite this matter? A child's life or someone being critically
injured. I hope not.
· Narcissus is a very busy street and people drive fast. There are no sidewalks and
many children walking, riding bikes to school, etc. Taxes have increased
tremendously already in a short time.
· Signage
· The City is well aware of the problem. No more meetings!! Just get off your butts
and make some effective moves!! Get a spine for God's sake.
· The average speed of cars on the straight away stretch of Marigold St. NW is well in
excess 000 MPH. In light of the number of young children in the area, this speed is
dangerous.
· Narcissus St. Is very unsafe. I don't allow my kids on it. This is a real problem for
people who live on this street or who have kids who use it to walk to school. I'm
embarrassed - we should all be willing to improve this for the kids!
· Something needs to be done, not talked about.
· I feel you should close off both entries to the service road and make people enter at
the existing stoplights.
· I'm quite disgusted with the Council's handling of this situation. The City committed
to certain trail resolutions then did not follow through! The City of Andover should
insist that no future developments be built with the same traffic problems we have in
this Woodland Terrace development.
· Try closing off the roads entering Coon Rapids. Other than that, live with it. People
go to work, have kids in sports and in general run a lot. That's life!
· Since we've moved here 5 (five) years ago, the traffic has gotten worse & worse,
Volume has really increased, but most of all it is the speed of the cars, especially
where our house is located, right on the main drag. Something needs to be done!
· Narcissus St. was never meant to be the only exit north for 2 housing developments.
Block the roads at the Coon Rapids line like it was planned. Stop the through traffic!
4
, .
· Speed bumps take care of speed, not closing roads. Almost all families now have 2
(two) or more cars.
· Closing offthe service road entrances on Bunker makes sense (the one barricaded and
the one directly west).
· We are new to the area & there is more traffic than we anticipated. We think closed
roads are not reasonable and think speed bumps, while they may be hard on cars, are
effective & cost efficient.
· Why should we pay for a major city engineering mistake. Whomever doesn't think
there is a problem should just spend a couple days on the north end of Narcissus. My
son almost got hit yesterday, September 10, while on his bike by some teens racing
through the stop sign on Narcissus and Orchid. There are 2 (two) problems. Volume
of traffic & speed of traffic. I believe the volume could be reduced by closing roads.
The speed problem is internal and hopefully could be improved by lots of police time.
Thank you.
5
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: September 17.1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
ITEM NO.
21. Award Bid/94-30/City Hall/Concrete & Masonry
Scott Erickson,
Engineering
Adolfson & Peterson will be reviewing the bids which were received and this item will be
placed on the next City Council agenda (October 1, 1996).
...
CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE: September 17.1996
AGENDA SECTION
Non-Discussion/Consent Item
ORIGINATING DEPARTMENT
Scott Erickson,
Engineering
ITEM NO.
22. Award Bid/94-30/City Hall/Earthwork and Utilities
The City Council is requested to approve the resolution accepting bids and awarding the
contract to Veit in the amount of $39,316.00 for Project 94-30, City Hall for earthwork and
utilities.
The bids received are as follows:
Contractor
Veit
Julian Johnson
Bid Amount
$39,316.00
$44,482.00
Adolfson & Peterson Estimate
$43,800.00
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE
IMPROVEMENT OF PROJECT NO. 94-30 FOR EARTHWORK &
SITE UTILITIES CONSTRUCTION IN THE AREA OF CITY HALL.
WHEREAS, pursuant to advertisement for bids as set out in Council
Resolution No. 159-96 ,dated August 20, 1996, bids were received,
opened and tabulated according to law with results as follows:
Contractor
Veit
Julian Johnson
Bid Amount
$39,316.00
$44,482.00
Adolfson & Peterson Estimate $43,800.00
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby accept the bids as shown to indicate Veit as being the
apparent low bidder.
BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk
to enter into a contract with Veit in the amount of $39316.00
for construction of the improvements; and direct the City Clerk to return to all
bidders the deposits made with their bids, except that the deposit of the successful
bidder and the next lowest bidder shall be retained until the contract has been
executed and bond requirements met.
MOTION seconded by Councilmember and adopted by the
City Council at a regular meeting this 17th day of September ,19~, with
voting in favor of
voting
Councilmembers
the resolution, and Councilmembers
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
J.E. McKelvey - Mayor
Victoria Volk - City Clerk
DATE September 17. 1996
ITEMS GIVEN TO THE CITY COUNCIL
Tree Commission Minutes - August 26. 1996
Planning and Zoning Commission Minutes - August 27. 1996
Park and Recreation Commission Minutes - August 28 1996
City Council Minutes - September 3, 1996
Park & Recreation Commission Minutes - September 5 1996
1996 Monthly Building Report - August
Ordinance 8KKKKa
Water Supply Plan Report
Schedule of Bills
PLEASE ADDRESS THESE ITEMS AT THIS MEETING OR PUT THEM ON
THE NEXT AGENDA.
THANK YOU.
Mayor and City Council
iDavid Almgren --1 .. _
11996 Monthly Building Report--
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BUILDING PERMITS
I ,.
11 Residential (9 SIW-2 Septic)
~ ~~~:~o;: I m _ .., .. " .. -
Remodeling/Finishing
Commercial BuildinlJ
1 Pole Bldgs/Barns
3 Sheds 1-- ~~-
Swimming Pools
3 Chimney/Stove/Fireplace
2 Structural Changes
30 PorcheslDecks
Repair Fire Damage
10 Re-Roof I
i Other I
69!SUBTOTAL
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PERMITS! I'
691 Building Permit~-
lAg Building
1 Curb Cut [
41 Demolition I
TO:
FROM:
RE:
Permit/Plan
$ 15,666.33
$ 1,236.27
$ 1,620.30
166.65 $
191.75 I $
174.75 $
69.50 $
2,344.90 $
400.00 $
21,870.45 $
5.00
04r:. nn I
t
177.75 : $
u iO.75 i $
2,375.35 ; $
n 1
9.75 $ 409.75 I $ 20,165.00
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22,513.751 $ 1,286,045.00
FEES COLLECTED
$ . 22,513.75 I
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5.00 ~
,
-1500 r
536.00
169.20
------ --
194.95
3.00 $
1.25 $
30.45 $
[ $
I~
Valuation
$ 1,072,000.00
$ 56,500.00
$ 57,700.00
5,100.00
6,400.00
6,000.00
2,000.00
60,180.00
, )
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
ORDINANCE NO.8 KKKKa
AN ORDINANCE AMENDING ORDINANCE NO.8, THE ZONING ORDINANCE OF
THE CITY OF ANDOVER,
The City Council of the City of Andover hereby ordains:
Ordinance No, 8 is hereby amended as follows:
(B) General Provisions
Home occupation uses may include office uses, repair services, photo or art studio,
dressmaking, cabinet makin~/wood wOTkin\: or teaching limited to three (3) students at
anyone time and similar uses. Such home occupations shall include the following
conditions: (Note: conditions 1-10 shall remain as written and adopted by the City
Council),
\
/
Adopted by the City Council of the City of Andover this 2ilih day of Iuw<, 1996.
CITY OF ANDOVER
Attest:
("
L~ t!d/
Victoria V olk, City Clerk
t. I )r~. If ei~k'
i,~J,E. McKelvey, Mayor ..
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Report on
Water Supply Plan
Andover, Minnesota
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March, 1995
File No. 17164
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Updated July 1996
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Engineers & Architects
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11 fill Bonestroo
~ Rosene
\1\i\l Anderlil< &
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Engineers & Architects
Bonestroo. Rosene, Anderilk and Associates, Inc is an Affirm.::>trve Acti::m/Equal Opportunity Employer
Principals Otto G. B,mestroo, PE . Jmeph C Anderlik, P_E. . Marvin L Sorvala. P,E. .
Richard E. Turner, PE . Glenn R. Cook. P,E. . Thomas E Noyes. r.E. . Robert G, Schunlcht. PE. .
Jerry A. Bourdon, PE. . Rebert W. Rosene. PE and Susan M. Eberlin. CPA, Senior Consullc1n:s
Associate Princjpc1ls: HOWNd A. Sanford. PE . Keith A Gordon, P E. . Robe'! R, Pfefferle. P E. .
Richard W. Foster, PE. . David 0 loskota. PE. . Robert C. Russek, A.I.A. . Mark A. Hanson, PE .
Michael T. RautMann, P,E . Ted K,Freld. P_E
Offices: St Paul, Rochester and Will mar. MN . Mequon. WI
March 15, 1995
Honorable Mayor and City Council
City of Andover
1685 Crosstown Boulevard NW
Andover, Minnesota 55304
Re:
Water Supply Plan
Our File No. 17164
Dear Mayor and Council:
Transmitted herewith is Bonestroo, Rosene, Anderlik & Associates' Water Supply Plan for the City
of Andover. This plan has been prepared in accordance with Chapter 186 of the 1993 legislative
session laws, as clarified by Metropolitan Area Community Water Supply Plan Content Guidelines
published by the Metropolitan Council and the Minnesota Department of Natural Resources. The
intent ofthis plan is to supplement, not replace, Andover's existing Comprehensive Water Supply and
Distribution Plan and to introduce issues to address in an updated Comprehensive report.
The first section of this report contains a description and evaluation of Andover's water supply,
including an analysis of current and future water demands, as well as water and population
projections. The middle section of this report contains an Emergency Preparedness Plan that was
developed to serve as a guide for responding to emergency situations. A Water Conservation Plan
completes this report by outlining and evaluating current conservation practices.
We want to thank the City Stafffor their input into this plan, especially Scott Erickson, Frank Stone,
and Brian Kraabel. It would be our pleasure to meet with the City Council and Staff and any other
interested parties to discuss the contents of this Water Supply Plan at any mutually convenient time.
Respectfully submitted,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
1!kJ JJ . t,jJ);
Mark D. Wallis, P.E.
MDW:cmi I hereby certify that this report was prepared by me or under
my direct supervision and that I am a duly Registered
Professional :n~neer Inder the laws of the State of
Minnesota. /I7~JJ. tJ~.
Mark D. Wallis, P.E.
Date:
March 15. 1995
Reg. No. 19145
2335 West Highway 36 . St. Paul. MN 55113-3898 . 612-636-4600
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Water Supply Plan
Andover, Minneso.ta
Mayor
Council Member
Council Member
Council Member
Council Member
Administrator
Public Works Director
Water & Sewer Dept. Supervisor
Finance Director
City Engineer
Planning Director
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Engineers! Architects
St. Paul, Minnesota
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Table of Contents
Executive Summary
Introduction .",."."......,.." 3
Growth and Water Demand".".". 3
Existing Facilities, . , . , , , . , . , . . , . , , 3
Conservation and Emergency
Preparedness .".....".,."".,. 4
Rd'
econunen atlons ,.".""...,..,4
Water Supply Description and
Evaluation
Water System Policy .,...".""" 6
Water Demand Analysis ,...."",,6
History of Water Use. , . . . . , . . , , 9
Per Capita Water Use , . . . . , , , , , , 9
Water Demand by Customer
Category ." , , , . , . . . . , , . , , , , , , 13
Seasonal and Peak Demands ..." 15
Large Volume Customers. , , , , , , , 17
Projected Water Demands ".,." 17
Existing Facilities. , . , . . , , , , , , , , , . , 19
Raw Water Supply"......,.., , 19
Water Quality . . . . . . . . . . . . . . . . . 19
Treatment, , , . , , . , , . . , , , , , , , , , 21
Storage ,.,.."""""""." 21
Distribution System """,...., 22
Adequacy of System to Supply Demand 23
Supply-Storage Considerations ,., 23
Water Supply .................25
Storage ".."",.""........ 26
D' 'b .
Istn utlOn .".,."",.,.,... 26
Proposed Facilities , , . . . . , . . . . . . . . . 26
Capital Improvement Program , . , , 28
Water System Emergency
Preparedness Plan
Purpose . , . . . . . . . . . . . . , , . . . , , , , . , 30
Emergency Telephone list """,.,. 30
Current Service Area """.",.,.. 30
Procedure for Augmenting
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a er upp les . . . . . . . , , , , , , , , , , , . 31
Interconnect with Communities . , . 31
Conjunctive Use of Surface and
Ground Waters , . , . . . . , , , , , . , , , 31
Alternative Source of Water . .... , 32
Weekend Duty Schedule", " , "",33
Emergency Reporting Form , , , , , . , . , 34
Demand Reduction Procedures ,..", 35
Demand Reduction Potential ..." 35
Short-Term Demand Reduction, , , 35
Procedures for Water Allocation ,.36
Triggers for Implementing
Plan Components. , , , , , , , , , , , , , , , . 37
Enforcement , . , , , , . , . . , . . . . . . . , . . 38
Water Supply Protection ,.",..",,41
Analysis of Supply Problems. . , . , 41
Wellhead Protection, , , . . , , , . , . , 41
Resource Monitoring """"'" 41
Emergency Resources .."..""".41
Power """,.,.,.."....,." 41
Labor """,."""".,.",.41
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Water Conservation Plan
Role of Conservation . . . . . . . . . . , , , , 42
Water Conservation Potential ,."",42
Water Conservation Goals. . . . . , , . . . 43
Water Conservation Programs, . . . , . . 43
Metering . . . . . , . . . . . . . . , . . . . , . 44
Water Audits, Leak detection, . , . . 44
Conservation-Oriented Water Rates , 44
Regulation ,.."""""".,., 45
Education and Information
Programs, , , , , , , , , . , , . , , , , , , , . 45
Retrofitting Programs , , , . , , , , , , , 46
Pressure Reduction , , , , , , , , , , , , , 46
Appendix A - Agency Review Process
Well and Tower Location Map .,47
Andover Water Supply Plan
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Executive Summary
Introduction
This report represents a Water Supply Plan in accordance with the Metropolitan Council and the
Minnesota Department of Natural Resources for the City of Andover, It is not intended that this
report replace or update Andover's existing Comprehensive Water Supply and Distribution plan,
rather to be used as a supplement and to introduce possible issues to address in an updated
Comprehensive report. The three main sections of this report are; Water Supply Description and
Evaluation, Water System Emergency Preparedness Plan, and Water Conservation Plan.
Growth and Water Demand
Andover has been experiencing rapid growth over the past 13 years especially since 1991. The City
projects its population to jump from 22,130 in 1994 to 34,952 in 2010.
Water use has increased steadily with the population growth. Andover currently pumps an average
of 1.0 million gallons a day (MGD) and reaching a peak demand in 1994 of 3.76 MGD. The
projected average day and peak day demand for the year 2010 is 2.2 and 9.5 MGD, respectively.
r;- Existing Facilities
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The existing water supply and distribution system is relatively new, first placed on line in 1981. The
system is in good condition due to timely repairs and a quality maintenance program,
The City obtains its raw water from four deep wells, with Well No.5 expected to be added to the
system in 1995, Three wells draw from the Hinckley aquifer and one from the lrontonlGalesville
aquifer, Water is pumped directly into the distribution system following chlorination, fluorination,
and polyphosphate additions. Raw water from the Hinckley aquifer is high in hardness and iron
concentration while raw water obtained from the IrontonlGalesville aquifer is high in manganese,
although neither source requires treatment at this time,
Andover Water Supply Plan
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Two storage facilities stabilize the two pressure zones, Tower I supplies the low pressure zone at
1010 and Tower 2 supplies the high pressure zone at 1055. There is a total usable storage of 1.5
million gallons.
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Andover has demonstrated water conservation in the past and has good conservation potential for
the future. Demand reduction procedures are outlined clearly and orderly, Current water use per
capita fairly high, mainly due to the large amount of sprinkling to establish new lawns in new
development areas.
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Andover has several connections with surrounding communities to sufficiently supply the City
during an emergency or water shortage,
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Based upon the results of this report, the following are recommendations for the City of Andover and
the Andover City Council.
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1. Update Distribution System Computer Model. This would provide information for a detailed
analysis of future supply and storage needs and to accurately size future trunk piping.
.....,.
2. Evaluate Supervisory Control and Data Aquisition (SCADA) Needs. A SCADA system
would improve data collection to accurately define the needs of the City and to monitor
equipment operations. Alarms could also be added to improve monitoring and emergency
preparedness procedures.
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3, Evaluate City Wide Generator Needs. The water system should have an emergency
generator in case of a power failure. It would be even more beneficial if this generator could
be used to power a greater portion of the City's utilities.
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4. Review Financing. This includes area and connection charges for future capital
improvements, as well as water rates for operation and maintenance costs.
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5. Adopt this study and submit to the Metropolitan Council and Department of Natural
Resources for their approval,
6, Incorporate pertinent results from the ongoing Wellhead Protection Plan into your
Emergency Preparedness Plan.
Andover Water Supply Plan
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.11. Bonestroo
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ANDOVER. MINNESOTA
WATER SUPPLY PLAN
---------., -"-----
FIGURE NO. 1
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COMM, 17164
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Table 1 shows the total water use for the years 1983 through 1994. Included in this time period are
the drought years centered around the year 1987, For the period including 1987 and 1988, maximum
water demand doubles from previous years signifying the impact of the drought conditions on the
water supply, During this time the City was able to meet demands by utilizing both existing wells
having a total capacity of 2.4 MGD, Since that time two additional wells have been added, A
detailed discussion on the City's wells can be found in the "Source of Water Supply" section of this
report.
Figure 1 illustrates the average daily water trends for the past twelve years, Demands began to rise
considerably during the drought period, peaking at the end of 1989, Dry weather conditions and a
substantial increase in residential connections combined to cause this rapid rise in water demand,
After leveling off over the next several years, a dramatic water demand increase has been observed
since 1991. This relates closely to the population growth which also increased considerably since
1991 (see Figure 2), Here again, the increase in water demand is related to the substantial increase
in service connections, due to population growth, and most recently to the large amounts of water
used to establish the growth of new sod.
Per Capita Water Use
Since 1991, the City has been experiencing an increased growth rate. Table 2 summarizes the
residential connections, water usage and total population served by the City of Andover since 1983,
This information was used to determine a per capita water use (gpcd) which is listed in the final
column of Table 2,
The number of new service connections are continuing to rise each year with the largest increases
realized between the years 1991 to 1992, and 1992 to 1993 which produced increases of 387 and 430
new services, respectively. These increases are nearly double those of anyone previous year,
However, by informing the public about conservation practices (such as the most effective time to
water their lawns) and awareness of water trends and land usage, the City was able to decrease the
per capita water use over this high water demand period. Figure 3 illustrates the water use per capita
over the past twelve years,
Andover Water Supply Plan
9
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POPULATION PROJECTIONS
METRO COUNCIL .cJIY
.mB PROJECTlONS PROJECTlONS
1990 15,216 15,216
1994 22,130 22,130
2000 22.300 24,452
2005 25,400. 29,702. - /)
2010 28,500 34,952
2015 33,250. 36,400
2020 38,000 39,200 ......./ /
· = ESTIMATED DATA .,-'" /
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ANDOVER, MINNESOTA
WATER SUPPLY PLAN
FIGURE NO. 2
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WATER USE PER CAPITA
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WATER SUPPLY PLAN
FIGURE NO. .3
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Figure No.3 illustrates both the total water use per capita over the past 12 years based on total
water usage in Andover and the residential water use per capita based solely on residential water
use (water use by institutional, commerciaVindustrial or any other user is not included). The average
residential water use per capita over the last 12 years is 96.~2 gpcd. Between i983 and i994 the
city's total water use per capita varied from 117.65 to 107.88 gpcd reaching a high in 1988 of
135.06 gpcd due to the dry weather conditions. The average total water use per capita 107.02. The
average difference between the average total water use per capita and the residential water use per
capita is approximately iO gpcd. Through informing the public about conservation practices (such
as the most effective time to water lawns) and awareness of water trends and land usage, the City
hopes to decrease the per capita water use over high demand periods.
Table 2
Per Capita Water Use Summary
--
Residential Annual Residential Population Per Capita
Year Connections Water Usa2e (Gal) Served Water Use (I!Dcd)
1983 116 16,336,000 396 113.02
1984 149 22,861,000 509 123.05
1985 273 21,950,000 931 64.59
1986 395 36,494,000 1,347 74.22
1987 629 73,526,000 2,145 93.91
1988 871 125,947,000 2,970 116.18
1989 1117 162,915,000 3,809 117.18
1990 1336 160,298,000 4,556 96.39
1991 1552 172,121,000 5,292 89.01
1992 1939 237,852,000 6,612 98.56
1993 2369 220,188,000 8,078 74.68
1994 2719 342,528,000 9,285 101.07
A vera2e - - - 96.82
Andover Water Supply Plan
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Water Demand by Customer Category
The City has been keeping thorough records of its water usage since the municipal water system was
placed into service in 1981. Included in these records is a breakdown of three main categories of
water users as mentioned in the previous section; residential, commercial, and institutional. At the
present time there are no industrial water users. Table 3 shows the number of connections by
customer categories for the years 1983 to 1994. The increase in residential connections has been
very rapid over the years with commercial connections increasing moderately and institutional
connections contributing very little to the total.
Table 3
Water Connection Summary
Number of Connections
Year Residential Institutional Commercial Total
1983 116 0 2 118
1984 149 0 2 151
1985 273 0 3 276
1986 395 0 4 399
1987 629 4 9 642
1988 871 5 12 888
1989 1,117 7 16 1,140
1990 1,336 7 17 1,360
1991 1,552 8 19 1,579
1992 1,939 8 20 1,967
1993 2,369 9 21 2,399
1994 2,719 9 24 2,752
Andover Water Supply Plan
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Andover Water Supply Plan
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Table 4 summarizes water usage by customer category. By computing the average percent total of
water use from 1983 to 1994, it can be seen that the majority of the water demand (90.1 % on
average), comes from the residential sector. Although commercial and institutional sectors have the
potential for heavy water use, Table 4 illustrates that these customers, presently, are..contributing a
minimal amount toward the total demand. In this table the categories are defined as follows:
:1 Residential: Water used on a domestic basis. Such uses include; drinking, food preparation, bathing,
~ J washing clothes and dishes, flushing toilets, and watering laws and gardens.
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Commercial: Water used by motels, hotels, restaurants, office buildings, commercial facilities, and
institutions, both civilian and military.
Institutional: Hospitals, nursing homes, day care centers, schools, and other facilities that use water
for essential domestic requirements.
Other: Water used for flushing existing water mains and new street projects, fighting fires, city
sprinkling and use and unaccounted for water due to water main leaks, breaks, meter inaccuracies,
etc.
Seasonal and Peak Water Demands
Analysis of the well pumping records listed in Table 1 allows a relationship between minimum and
maximum months, the maximum day, and the average day water use to be established. This
relationship defines seasonal changes and can assist in determining potential demand reduction
periods. Table 5 summarizes the seasonal changes as a percent of average day demand for the past
twelve years. The majority of the maximum months occurred in June and July and all but one
minimum month occurred in January and February, refer to Table 1 for more information. Presently
the City bills for water quarterly and therefore does not keep separate records of residential,
commercial, and institutional water demand on a monthly basis.
The lat column in Table 5, lists the average daily demands for each year based on the total water
demand for the city. At this time, the majority of the water demand comes from residential water
demand for the city. At this time, the majority of the water demand comes from residential users (12
year average - 90.1 %). As Andover's commercial and industrial sectors grow, it will become mor
Andover Water Supply Plan
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important for the city to record daily demands for these users. At this time, however, these records
are not available.
I.
Comparing minimum month, maximum month, maximum day, and average day demands provides
a good estimation of the total wate use that is used for peak demands such as law watering, car
washing, etc.
During the summer months the City utilizes all four wells. During the winter months Well No.4 is
used the majority of the time with Wells No.3, No.1, and No.2 used as backups, in the respective
order.
Table 5
Seasonal Demand Variations
Percent of Average Day Demand (%)
Year Minimum Maximum Maximum Average
Month Month Day Dav (MGD)
1983 38 243 483* .047
1984 56 242 481* .054
1985 43 304 599 .071
1986 43 251 482* .116
1987 34 226 431 .232
1988 31 252 341 .401
1989 35 251 497* .491
1990 50 185 485 .482
1991 63 179 360 .467
1992 37 219 421* .708
1993 54 217 319* .732
1994 46 210 375 1.002
A veral!e 42.5 226.9 439.5 .400
* Values estimated based on infonnation listed in Table 1.
Andover Water Supply Plan
16
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Large Volume Customers
Large volume customers are defined as individual customers who use more than 5% of the total
production. At the present time the City of Andover has no large volume customers, however, this
may change in the future with the development of the new Commercial and Industrial zone.
Projected Water Demands
It is important to every water system that expansion is readily achievable. To determine the extent
of required expansion, future water use projections must be determined. Table 6 presents water
demand and population projections beginning in year 1995. These water demand projections include
commercial and industrial demand. Information prior to 1995 is actual data obtained from the City.
The Per Capita Water Demand for the years 2000, 2010 and 2020 were estimated by setting
respective goals of 5%, 10% and 20% water demand decrease from the twelve year average of 98.72
gpcd. Another tool used in determining conservation potential is the maximum day to average day
ratio. Andover's twelve year average ratio is 4.39 or 439% of the average day demand, as shown in
Table 5. This ratio is fairly high resulting largely from the sprinkling required to establish new
lawns. As fewer lawns require this attention and as conservation plans discussed in the respective
section of this report are implemented, this maximum day to average day demand ratio is expected
to decrease. Goals for the years 2000, 2010, and 2020 were set by lowering this ratio to 4.0,3.5 and
3.25, respectively which is realistically achievable by the City of Andover.
The future demand forecasts were calculated by evaluating the maximum day to average day ratio,
residential population (existing and forecasted) and land use. The Water Supply Plan assumes that
all development/growth before the year 2000 will occur within the MUSA boundary. Expansion or
changes to the MUSA boundary will lead to water system expansion as well. No attempt was made
at this time to identify the exact location of MUS A expansion. Until the MUSA boundary changes
and the City plans for growth, it is not feasible to study system expansion outside the boundary. At
that time, the distribution system computer model would be updated to provide information for a
detailed analysis of future suply and storage needs and to accurately size future trunk piping.
Andover Water Supply Plan
17
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Table 6
Andover's Projected Water Demand
Residential Residential Commercial, Total Avg. Total Max.
Average Per Capita Average Indu'strial, & Day Day
Year Population Demand Day Demand Inst. Water Demand Demand
Endin2 Servedl (gpcd)2 (MGD)3 Use (MGDt (MGD)3 (MGD)6
1994 9,285 101 0.938 0.04 1.002 3.755
1995 10,369 100 1.037 0.12 1.157 4.384
1996 11 ,452 99 1.134 0.20 1.334 5.012
1997 12,536 97 1.216 0.28 1.496 5.641
1998 13,620 96 1.308 0.37 1.678 6.269
1999 14,703 94 1.382 0.45 1.832 6.898
2000 15,787 92 1.452 0.53 1.982 7.526
2010 24,747 87 2.153 0.61 2.763 9.537
2020 33,707 77 2.595 0.69 3.285 10.722
City estimate of population to be ultimately served with City water. This estimate is based on the City Land Use
Map, and portions of the City being unable to be developed with City water. The City's best estimate is that 5,493
(39,200-33,707) people will have private wells,
2
1994 Residential Per Capita Demand (gpcd) = Annual Residential Water Usage From Table 4 divided by (Avg.
Pop. Served times 365 days). 2000,2010,2020 values were determined by setting estimated goals of 5%, 10%,
and 20%, respectively. 1995 thru 1999 was calculated by linear interpolation.
3
A vg. Pop. Served times Residential Per Capita Demand.
4
1994 CII Water Use = Actual data from Table 4, 2020 CII Water Use = Total estimated CII acres in 2020 times
2,000 gallacrelday where; total estimated CII acres in 2020 is estimated to be 462 less 25% that has been classified
as unusable. Therefore the City estimates a total of 346.5 CII acres in 2020. 1995 thru 2010 CII Water Use was
calculated by linear interpolation.
5
1994 Total Avg. Day Demand was determined in Table I. 1995 thru 2020 Total Avg, Day Demand = Residential
Average Day Demand plus CII Water Use.
6
1994 Total Max. Day Demand (MOD) as reported in Table 1. 2000 thru 2020 Total Max. Day Demand (MOD)
was determined with the use of the goals discussed on page 17, To be more specific, these max. day to avg, day
ratio goals of 4.0, 3.5, and 3,25, are focused on residential water use, For example; 2000 Max. Day Demand =
Residential Avg. Day Demand times 4,0 + CII Water Use times 3.0 where; 4.0 is the max, day to avg, day goal for
residential use in the year 2000 and 3.0 is the max, day to avg, day ratio for CII users.
Andover Water Supply Plan
18
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Existing Facilities
Raw Water Supply
The City of Andover obtains its raw water from four deep wells, three are located in the Hinckley
aquifer and one in the IrontonlGalesville aquifer. Andover's water system is relatively new with
three of the four wells constructed in the past ten years. Each well was added to meet increasing
water demands. The water is pumped directly into the distribution system following chlorination,
fluoridation and polyphosphate additions at each well house. The locations of the wells are shown
in Figure 5 at the back of this report,
These wells provide a total capacity of 3,550 gpm or 5.1 million gallons per day (MGD). Total finn
capacity is defined as the capacity available with the largest well out of service. The existing total
firm capacity is 2,550 gpm (3.7 MGD). Table 7 summarizes the description of each well. Well No.
5, constructed in 1995, will have an anticipated capacity of 1000 gpm. This addition will increase
the total firm capacity to 3,550 gpm (5.1 MGD).
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Wells No. 1 and No.2 have slightly elevated levels of Radium 226 and 228 but remain in
compliance with the D.S, Environmental Protection Agency (EPA) standards. Well No.4 was
terminated in the IrontonlGalesville aquifer to give the City an alternative to the Hinckley aquifer
in case of contamination to that aquifer and to add redundancy to the high level side of the system
in case of failure in Well No.3. Wells No.3 and No.4 are connected to the one million gallon
elevated tank (Tower 2). Future proposed Well No.5 will also be connected to Tower 2.
Andover's water quality test results are presented in Table 7. Wells No. 1-3 contain high levels of
hardness, with Wells No.1 and No.2 noticing high concentrations of Iron. Well No.3 has relatively
high a concentration of magnesium.
Andover Water Supply Plan
19
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Table 7
Well and Water Quality Data
Well #1 Well #2 Well #3 Well #4 Well~
Year Installed 1981 1986 1987 1993 1995
Ironton/
Aquifer Hinckley Hincklev Hinckley Galesville
Casin2 Depth, ft 368 387 447 145
Total Depth, ft 601 525 547 332
Size. in. 14 16 18 24
Static Water Level, ft 23 30 41 16
Drawdown, ft 35 27 53 31
Drawdown at 2pm 850 850 850 1000
Peak Demand 850 850 850 1000
CapacitY.2pm
Pump Hpffype 50NT 50NT 75NT 75NT
WATER QUALITY
Date of Test 1/81 10/86 12/87 12/87
pH 7.5 7.9 7,6 8.2
Alkalinity, mg/l(l) 210 230 190 137
Total Hardness, mWI(1) 280 220 230 133
Chloride, mlUl 140 86 ND <4.3
Iron, mWI 1.6 1.7 0.6 0.022
Man2anese. mg/l .02 0.03 0.16 0.2
(I) Expressed as CaCO,
N/ A - Information not available ND - Not detectable
Andover Water Supply Plan
20
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Andover's water supply is treated by chlorine, fluoride, and polyphosphates at each of the four well
houses. Chlorination and fluoridation are used for disinfection purposes and as a prevention of tooth
decay, respectively. Polyphosphates are added to keep the iron and manganese particles in
suspension, preventing them from settling out in the distribution system.
Storage
Storage is an essential part of all water systems. It allows fluctuations in water demands to be met
without having additional pumping capacity in reserve which would only be utilized during peak
seasonal demands. Storage is also an important factor in insuring reliability of service during
emergencies resulting from loss of power, temporary outages of water supply facilities, and sudden
water demands brought on by fires.
The City of Andover currently has 1,500,000 gallons of useable storage on the system. The 7,500
gallon pressure tank is not being used at the present time. A summary of these facilities is presented
in Table 8. The locations are shown in Figure 5.
Table 8
Existing Storage Facilities
High
Water Reservoir Storage Volume Year
Level Type (Gal) Location Constructed
Pressure 7,500* 3489 138th Ct. (Well #1) 1981
1010 Elevated 500,000 14119 Quay Street 1986
(Tower 1)
1055 Elevated 1,000,000 1717 Crosstown Blvd. 1988
(Tower 2)
* No longer in use.
Andover Water Supply Plan
21
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The existing distribution system consists of lines that vary in size from 6 inch to 16 inch diameter.
All mains are ductile iron pipe of typical Class 50. Two pressure zones exist within the City. Tower
1 and Tower 2 serve the pressure zone west and east, respectively, of County Ditch No. 57.
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The entire distribution system is relatively new with the original system placed on line in 1981.
Since that time no major water main breaks have occurred and only a few minor repairs have been
required.
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Andover Water Supply Plan
22
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The existing water supply and distribution system has sufficiently served the City of Andover for the
past 13 years. The entire system remains in excellent 'condition primarily because of the
implementation of a good maintenance program and improvements performed on the older sections
of the system. The maintenance program consists of flushing the distribution system twice a year,
operating all valves at least once per year and inspecting all hydrants twice a year. Andover currently
has six classified operators.
Supply-Storage Considerations
Supply capacity, storage volume, and distribution system are strongly interrelated. Reservoirs act
as additional supply sources during peak periods when the primary supply source is incapable of
meeting demands. Thus, the storage tends to stabilize the peaks in water demand and allows the
system to produce water at a lower, more uniform rate.
The distribution system must be capable of carrying the flows from both the supply source and
reservoirs without allowing pressures to drop below approximately 35 psi. Static pressures should
be within a range of 45 psi to 90 psi, if possible. The system must also be capable of conveying
water from the source of supply to the reservoirs for storage without allowing the development of
high pumping heads and high static pressures in the system during low usage periods.
An infinite number of supply and storage combinations can be used to meet peak water demands.
For the majority of metro area communities, the ideal combination of supply and storage is when the
supply equals 100% of the maximum day demand.
The amount of storage required for Andover's saturated Study Area water system was estimated by
looking at the maximum day demand variation curve (shown in Figure 4) and at fire flow demands.
This curve comes from our experience with other communities and typical textbook demand curves.
As more accurate data becomes available this curve should be revised. It is recommended that the
City of Andover install a SCADA system to collect more accurate data pertaining to storage and
distribution. The SCADA system would allow the City to monitor tank level fluctuations in
conjunction with supply information.
Andover Water Supply Plan
23
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MAXIMUM DAY DEMAND VARIATION
.f1. Bonestroo
.. Rosene
U Anderlik &
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ANDOVER, MINNESOTA FIGURE 4
WATER SUPPLY PLAN
LJ 17164R02
MARCH 1995
COMM. 17164
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The hatched area above the maximum day demand line in Figure 4 represents 22% of the maximum
day total demand. This percentage takes into account hourly fluctuations and will have to be
provided by storage facilities. In addition to that, a safety factor is required to account for fire flows.
unusual demands on the system and operational concerns. This safety factor was estimated to be
approximately 8%, and was based on a 3,000 gpm fire flow sustained for 3 hours and on actual
operating levels in the towers being 2 or 3 feet lower than the high water level. Therefore, a total
of 30% of maximum day demand is required for storage. In 1994 the maximum day demand was
3.755 MG (Table 1). Effective storage is considered to be water available for use at an adequate
residual pressure (not lower than 40 feet below the system high water level). Table 9, which will be
discussed in the "Proposed Facilities" section, outlines Andover's supply and storage needs.
Water Supply
The City measures water levels at each well on a regular basis. Currently the readings are taken
manually. As funds become available electronic well level indicators will be purchased allowing
for more frequent readings. There is not any interference or extreme drawdown problems at this
time. The ability of the Hinckley and IrontonlGalesville aquifers to meet existing and future
demands will be the subject of a future study. The City is in the process of completing a Wellhead
Protection Plan.
As shown in Table 6, the maximum day demands have increased to the point where a new well is
need to keep the supply firm capacity equal to or greater than the maximum day demand. The
addition of Well No.5 will satisfy these requirements.
The water quality for all four wells remains relatively good (Table 7), therefore no additional
treatment is needed at this time. There is an abandoned landfill located just west of the Hills of
Bunker Lake Addition. This landfill has been properly sealed and should not pose any threat to the
City's wellfield. This issue is addressed in greater detail in the Wellhead Protection plan.
Andover Water Supply Plan
25
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Based on the assumptions discussed above, the existing storage capacity is adequate. Further growth
in the City will necessitate additional storage as is discussed in the following section. A computer
model of the system should be run to determine the optimum locations for storage sites, and to verify
the required amount of storage.
Distribution
U The distribution system is adequate to supply normal demands and fire flows. There are no
'1 complaints of high or low pressure areas. The distribution system will be extended as development
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In the near future a computer model and a more detailed analysis of the distribution system should
be undertaken to update the Andover's comprehensive water plan. The computer model can be used
to locate any potential problem areas, determine the optimum locations for supply and storage, and
determine available fire flows.
Proposed Facilities
The City utility staff is aware of the growing population and water demand presently occurring and
have been maintaining thorough water records for future reference. Continual modifications and
improvements are being made to maintain and improve the system's good physical condition and to
make future additions possible.
Well No, 5 is currently being constructed and should be added to the system late in 1995. This will
allow Andover to maintain a well firm capacity equal to 100% of the maximum day demand. Table
9 illustrates projected supply and storage phasing.
Andover Water Supply Plan
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Table 9
Supply and Storage Phasing
Maximum Req'd Existing
Day Water Water Req'd Existing
Year Demand Supply Supply Storage Storage Phasing
Clmm)\ (l!Dm)2 (2pm)3 (MG)4 (MG) Schedule
1994 2,607 2,607 2,550 1.1 1.5
1995 3,044 3,044 3,550 1.3 1.5 Well No.5 Added
1996 3,481 3,481 3,550 1.5 2.5 Add 1.0 MG Tower
1997 3,917 3,917 4,550 1.7 2.5 Add Well No.6
1998 4,353 4,353 4,550 1.9 2.5
1999 4,790 4,790 5,550 2.1 2.5 Add Well No.7
2000 5,226 5,226 5,550 2.3 3.5 Add 1.0 MG Tower
2010 6,623 6,623 6,550 2.9 3.5 Add Well No.8
2020 7,446 7,446 7,550 3.2 3.5 Add Well No.9
I Estimated values based on conservation goals discussed in the "Projected Water Demand Section" and listed
In
Table 6.
2 I 00% of Maximum Day Demand as recommended in this report.
3 All new well capacities are based on 1000 gpm, numbers based on total firm capacity,
4 Estimated value based on the ratio of storage to maximum day demand (30%).
Refer to Supply-Storage Considerations in the "Adequacy of System to Supply Demand section,
Treatment facilities will be evaluated regularly in light of customer complaints and requirements of
the Safe Drinking Water Requirements. Storage will be added as required to even out peak demands.
Trunk and lateral water mains will generally be added according to development patterns in the City.
Trunk mains may need to be added sooner than area development occurs if water quality or pressure
problems require "looping" of the system.
Andover Water Supply Plan
27
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A capital improvements program for the Andover water supply and storage system is presented in
Table 10. This shows the storage and supply facilities added, the estimated cost, and the total
expenditure for the time period. The capital improvement program has been based on the supply-
storage phasing of Table 9.
This table includes only the supply and storage improvements based on estimates and current water
demand trends. Trunk and lateral costs are dependent on the development patterns of the City and
completely funded through connection and area charges. These costs can be added according to the
development plan of the City. Again, updated computer modeling would assist in a more detailed
improvement cost analysis.
Table 10
Water System Capital Improvement Program
Year ImDrovement Estimated Cost
1994
1995 Construct Well No.5 $450,000
1996 Construct 1.0 MG Tower $1,500,000
1997 Construct Well No.6 $450,000
1998
1999 Construct Well No.7 $450,000
2000 Construct 1.0 MG Tower $1,500,000
2010 Construct Well No.8 $450,000
2020 Construct Well No.9 $450,000
The City is currently working on an updated Comprehensive Plan which will include a more
extensive CIP. Additional information will be submitted as the updated Comprehensive Plan is
developed. The attached City Mission Statement identified these efforts and the time frame for
anticipated completion.
Andover Water Supply Plan
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The attached maps illustrate the plan the City has for expanding beyondthe current MUSA area
(pending Metropolitan Council approval). These maps identify sewer service expansion in which
water service will generally be expanded at the same time. Again, updated maps will be included
in the updated Comprehensive Plan. Much of the information provided in this plan such as
conservation measures and system improvements will be used forthe updated Comprehensive Plan
and applied to relevant sections.
Andover Water Supply Plan
29
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CITY of ANDOVER
,1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA~. (612) 755-5100
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, . Mark 'WallaCe"
Bonestroo, Rosene, Anderlik & Associates
2335 W. Trunk Highway 36
S1. Paul, MN 55113
. Re: Water Supply PlanlProject 94~23
. - Dear Mr. Wallace:
Attached is a copy of the M.U.S.A. Service Area Map previously submitted tothe
Metropolitan. Council that is on file with them. Also attached is the latest
revisions to the M.U.S.A. ServiCe Area Map (dated 12/12/95). This map has not
yet been reviewed or approved by the Metropolitan Council, but will be
submitted to them shortly. As the map is routinely modified, I believe a
. reference to the latest approved revision on file with the City of Andover and the
Metropolitan Council should be referenced. I spoke with Mr. Gary Oberts of the
Metropolitan Council and he noted the plan should include a reference to the
Comprehensive Sewer Map. Possibly a statement noting that water and sewer
are typically expanded together as the areas develop in accordance with the
local Comprehensive Plan and as identified in theM.U.S.A. Service Area Map
identifying the Urban Service Areas for the City. Please verify with Mr. Oberts if
this is adequate.
The City of Andover is also in the process of updating the City's Comprehensive
Water Plan. The services of Maier Stewart and Associates have been retained
to assist on this project. The update will also include a Water Infrastructure
, . . Capital Improvement Plan for the City. In addition, the City Council has
established the need to develop a Capital Improvement Plan for the City (see
attached).
..
. If you need any additional information, please let me know.
. Sincerely, . .
"'eJ~"
Scott Erickson, P.E.
City Engineer , .
SE:rja,
cc: Gary L. Oberts, Sr. Environmental PlannerlMetropolitan Council
Enc/.
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MISSION STATEMENT
The eJected and appointed officials of the City of Andover shall be guided by the principles
of providing for the good and betterment of the community, through quality development,
protection ofnatural resources and regulation of the use of property to ensure the safety
and well being of all residents
Community
These objectives promote a sense of community, identity and pride.
A) A new or enhanced City logo will be created for better community identity.
B) CormniJnity and business events will be held to promote identity and enhance a
sense of community pride.
C) The City shall plan and direct development of community fucilities for meetings,
recreation and other public needs in conjunction with other public entities within
the City.
Development
Focuses on.the safety, values and interests offuture residents and business.
A) It shall be a City policy to develop or plan for, pedestrian walkways, trails and
rights-of-way for alternate transportation in not only new developments but
throughout the City. (Engineering -lead, Completion Goal- June '96)
B) The City will adopt its own Wetlands Conservation and Marginal Land Use
Ordinance to define and protect land within the City from inappropriate
development. (planning - lead, Engineering - support - June '96)
C) The Planning and Zoning Commission and the City Council shall review land
zoned for retail, commercial and light industrial, to assure an optimal siting
throughout the City for the convenience of citizens and to provide for an expanded
tax base. (planning - lead, EDA - support - Sept. '96)
D) The Tree Preservation Policy shall be amended to require tree planting as wen as
preservation of trees in developments.
(planning - lead, Engineering - support - Sept. '96)
E) To accommodate a maturing population, elderly housing units will be encouraged
in appropriate areas. Such options shall include consideration of transportation,
convenience for shopping and medical assistance.
(planning - lead, June '97)
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F) The City shall develop an ordinance on unit clustered housing which will allow
diversity in density and provide for green space. Such green space shall, at a
mininmm, be no less than for an unclustered development within the same zoning
district. (planning - lead, Engineering - support - June '96)
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G) Th... City shall identifY public transportation needs and develop either public or
private plans to meet those needs.
(PlanninglEngineering - June '97)
H) Within areas reaChable by City water and sewer services, a master plan will be
developed to serve such areas, along with a financial plan on detcrmini'1g costs and
financing. (EngineeringlPlanningIFmance - Sept. 1996)
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I) The City shall develop stormwatcr districts with appropriate areas of the City and
develop the n~sary financing tools to implement the districts.
(EngineeringIFinance - Adoption of Plan - June '96
Implementation in January of 1998)
J) Negotiations shall be held with the City and Anoka County to negotiate cxpaDSions
and improvements in the County roadway system within the City.
(Administration - lead. Engineering - support - Ongoing)
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POUCY: Development within the City shall minimi7.e impacts on fiInn and
agricultural tracts.
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Public Safety
A) The City will. on an annual basis. determine the adequacy ofits police and tire
protection and publish a report for the citizens.
(Frre. Shena: Health Span - May '96)
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B) Pavement Management Systems: Both new and existing streets will be
maintained to a plan which will address routine maintenance schedules and
standards. (Engineering/Public Works June '97)
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C) All plats shall require streets and roads to assure access to and between all nearby
developable properties. (Ongoing)
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POUCY: It shall be the policy of the City to locate public safety facilities
throughout the City to provide for a minimum response time.
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Council Leadership Responsibilities
A) All City services shall be reviewed to determine if a charge should be levied to the
beneficiaries of the service, and what that fee should be. This review shall be
. completed during budget process.
(Finance Dept. - June '96)
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B) The City shall adopt ordinances to encourage telecommunications suppliers to
provide new services to the citizens of the City and allow the use of
telecommunications options. Fees shall be established for all uses of rights-of-way.
(Clerks Office-lead, Engineering - support - March '96)
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C) The City shall aggressively seek competition each year prior to budgeting, between
the City, private providers and other governmental units to procure the service
requirements of the City.
(All Departments - Ongoing)
D) Council shall hold at least one town meeting every six months as a forum for
citizens of the community to voice their views on the state of the City, its direction
and other matters.
(City Clerk -lead - September 1996 & March 1997)
E) The Planning and Zoning Commission, Council and Stafl: with input from Citizen
Advisory Committees, shall review and report those ordinances which are either
outdated, unenforceable or otherwise suggested to be removed from the City
regulation. Such review shall take place in each even number year. .
(Administration -lead. Staff- support - Dec. '96)
.
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F) The City shall develop a Capital Improvements Program.
(Finance - lead. Staff - support - June. (96)
G) On significant issues, input into the Council decision making process will be sought
through citizen forums and focus group.
(Council- Ongoing)
POUCY: The City shall investigate the use of its facilities, equipment and staffby
other entities, as a profit center for the City.
City Staff
A) City staff shall develop professional relationships with representatives of their
respective State, County and other agencies.
B) Each City employee and Council member shall be encouraged to attend at least
one education or training session in their field each year.
C) The City shall provide adequate space, equipment and facilities to meet the needs
of staff. (All above - ongoing)
D) Staff shall advise Council once each year as to progress made within their various
departments during the year and department goals for the coming year.
(All Departments - May - June (96)
CitizenlPublic Sector Input
A) Meeting with officials of neighboring cities, the schooi district and the County will
be held to define areas of mutual benefit.
B) A task force will be created to review the need for parks, prioritize the needs and
develop methods of financing needed improvements.
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Water SysteDl EDlergency
Preparedness Plan
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Water System Emergency Preparedness Plan
., Purpose
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The purpose of this plan is prepare a detailed description of procedures to follow in the event of a
disruption to normal water service. The disruption could be natural or man-made, and could effect
the entire water system or only parts of the system. This plan cannot address all potential disasters.
It is intended to give the water utility staff a guideline to allow them to quickly restore normal water
service with a minimum of disruption, and to minimize any potential health risks. This plan should
be coordinated with the emergency plans of other City and regional entities; Police, Fire, Public
Works, etc.
Emergency Telephone List
Attached is a listing of telephone numbers for key emergency contacts and a schedule of Andover
Public Work's weekend-duty contacts.
Also attached is a form that the City will use to help telephone operators properly record information
about an emergency that is being reported. It is important to get accurate and specific information
about the emergency so that the proper response can be initiated without delay.
Andover's DNR appropriation permit number is 876059. There are a total of 2,765 service
connections as of January 1, 1995.
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~1 Current Water Sources and Service Area
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A detailed discussion of Andover's water sources is found in the "Existing Facilities" section. A
copy of the "Well and Water Quality Data", Table 7, will be kept in a convenient location in the
Public Works Building for reference. A map illustrating the locations of existing Wells No.l-4,
future Well No.5, and Towers 1 and 2 is shown in Figure 5. The City has a detailed map of the water
system in the Public Works Building.
Andover Water Supply Plan
30
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u Procedure For Augmenting Water Supplies
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L) Interconnect with Adjacent Communities
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Currently, the City has two options for obtaining additional water from other communities. These
communities are the City of Coon Rapids with five connections and the City of Anoka with one
connection. The water system for the City of Coon Rapids is known to have a sufficient amount
of head to adequately supply Andover's water system, as they have done on occasion in the past.
The contact person for the City of Coon Rapids is the City Director of Public Works (755-
2880). The connections to Coon Rapids are listed below and are identified on Figure 5 in the back
of this report.
A. 13314 Narcissus Street.
B. 2508 133rd Lane.
C. 133rd Avenue and Osage Street.
D. 133rd Avenue and Jay Street.
E. 133rd Avenue and Hummingbird Street.
The connection location with the City of Anoka is located at the intersection of Bunker Lake Blvd.
and 15th Avenue Court. This connection is made by utilizing fire hydrants and hoses. The high
water level of Anoka's system is approximately 1008 feet. The contact person for the City of
Anoka is the City Director of Public Works (421-6630).
Because of the improvements the City of Andover has made to their water system in the past and
plan to make in the future, these adjacent communities will be relied on for emergency use only.
.., Conjunctive Use of Surface and Ground Waters
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" There are no viable sources of surface water available to the City of Andover.
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Alternative Sources of Water
The City of Andover utilizes both the Hinckley and the Ironton-Galesville aquifers. In the event of
contamination or depletion of one of the aquifers, the other aquifer will be available. Water source
protection is discussed later in this project.
Andover Water Supply Plan
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U 1994 Andover Public Works Weekend-Duty Schedule
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NOT INCLUDED IN PUBLIC REVIEW COpy
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Demand Reduction Procedures
To be prepared for an unusually high demand period or in a shortage of water due to an emergency,
demand reductions should be initiated as necessary.
Demand Reduction Potential
At this time residential usage makes up the majority of the water demand as Table 4 illustrates.
Also, a good portion of the commercial and industrial water use can be attributed to nonessential
uses. Therefore, atthis time, demand reductions for commercial and industrial users, other than
sprinkling bans, would not noticeably affect the overall water use. Again, as these customers
categories become more of a factor on water demands, demand reductions procedures will be
intensified and demand potentials will be evaluated. Water use by institutional users is mainly for
domestic use.
The current per capita water use is slightly higher than the City's average due to the large percentage
of new homes on the water system requiring significant sprinkling to establish their lawns. In an
emergency, sprinkling bans could easily be instituted for all three of the customer categories. These
sprinkling bans would have the potential for significant short-term demand reduction.
Due to the high percentage of residential water usage, a water shortage or emergency during Spring,
Fall, or Winter would likely require allocation of domestic water use.
Short-Term Demand Reduction Procedures
The following short-term demand reduction measures apply to all customer categories. The
measures are progressively more stringent for use as the length or severeness of the emergency
warrants. Triggers for each of these measures are outlined in the following sections.
1. Voluntary Reduction Measures: Public service announcements, "bill stuffers", and notices
in the local paper.
Andover Water Supply Plan
35
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
1 st WARNING
The City of Andover has a sprinkling ban in effect beginning May 1, 1994 through
August 31, 1994 as follows:
1. There will be no watering in the City, (on the City Water System), odd or even,
between the hours of12:00 PM and 6:00 PM.
2. The odd I even rule applies to all other hours. All property with an address that
ends with an odd number may be sprinkled on odd numbered days (l.e. 1st, 3rd,
etc.) Property with an address that ends with an even number may be sprinkled on
even number days (I.e. 2nd, 4th, etc.)
u 3. New sod and/or seed is exempt for two weeks after installation, you can water both
odd and even with NO WATERING FROM 12:00 PM TO 6:00 PM.
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4. There will be only one written warning for violators of the sprinkling restrictions.
The second violation carries a penalty of $25.00 the first day and $50.00 each
following day thereafter.
5. The Water Department Is to shut off water at the street following the third violation
until such time as the property owner complies with the restrictions. A $25.00 shut
off and $25.00 turn on fee will be added to the penalties.
THIS IS A WARNINGI
Please follow this watering restriction carefully. Water you lawn wisely. We want to be
able to serve everyone equally. Your cooperation will be very much appreciated.
If you have any questions, please call Public Works Department (755-8118) or City Hall
(755-5100).
Thank you for your cooperation in this matter.
Public Works Department I Water Division
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Water Supply Protection
Analysis of Previous Supply Problems
The City of Andover's water system is relatively new with the original system pla.ced on line in 1981.
No major repairs have been necessary and only a few minor water main breaks have occurred. The
City will be monitoring the original section of distribution piping more closely as the system ages.
All tools necessary for repairs of water lines and pumphouse equipment are on hand at all times.
Currently, only a small quantity of pipe is in stock, however, as the system ages and repairs become
more necessary the City will need to increase the supply of piping as well as valves, couplings, etc.
to reduce repair time.
Wellhead Protection
Water supply protection is an essential part of the Andover emergency plan. A wellhead protection
plan has been developed by Northern Environmental and should be referred to for a thorough
discussion of this topic.
Resource Monitoring
The City periodically measures the static water levels in all of their wells and will continue to do so
in the future.
Trending of water levels will be initiated as the Wellhead Protection Plan is adopted.
Emergency Resources
Power
The City is currently studying the feasibility of an emergency generator. The generator should be
sized according to the requirements of Wells No.3 and No.4 which contain the larger motors.
Labor
Andover has an emergency contractors list which specifies a variety of contractors who have agreed
to perform emergency services.
Andover Water Supply Plan
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Role of Conservation
The water conservation plan for the City of Andover is intended to reduce the demand for water,
improve the efficiency of water use, and reduce loss and waste of water. Conservation can be an
alternative to developing additional sources of water to meet peak demands for non-essential uses
of water. Reducing the peak use of water will delay or reduce additional source development and
water storage requirements.
Water Conservation Potential
The City of Andover has demonstrated a strong potential for water conservation by maintaining
relatively consistent, below average per capita water use (gpcd) from 1990 to 1993. In 1994 the
impact of the numerous new developments was felt with water use per capita increasing slightly.
Once the lawns of these new developments have been established the water use per capita is
expected to level off. However, future water use per capita is expected to be slightly higher than the
current average of 98.72 gpcd because of the anticipated commercial and industry growth.
Since Andover's water system is relatively new, the focus of the water conservation plan in the future
will be on continuing the wise use of water, maintaining the present condition of the water system,
and making repairs to the original distribution and supply areas as required. The majority of the new
homes utilize water efficient fixtures. Through enforcement of building codes, the City can ensure
retrofits of existing homes include water efficient fixtures as well.
The strongest conservation potential potential lies in nonessential water use for all customer
categories, especially residential use. At this time, commercial and industrial demands are not
noticeable factors n the overall water demand, therefore, conservation potential for these userrs have
not been individually determined.
Andover Water Supply Plan
42
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Estimated the volume of water used for nonessential uses was discussed earlier in this letter under
Seasonal and Peak Water Demands. The City plans on reducing this volume by measures outlined
in the Water Conservation plan section of the report.
Water Conservation Goals
As shown in Table 6, the city's goal is to reduce residential per capita water use is approximately
13% (from 108 gpcd to 94 gpcd) by the year 2000 and another 16% by the year 2020. The system's
unaccounted for water is already considerably lower than A WW A standards of 10%. The city will
strive to maintain the water system in its current condition so that the percentage of unaccounted for
water does not increase.
As Table 6 illustrates, the residential water use per capita (corrected average of 96.82 gpcd) is
expected to decrease due to the existing and future conservation measures. For this planning
document we have used our experience with water use patterns in commerciaVindustrial areas to
calculate ultimate water use for the city. We have multiplied 2000 gallons per day per acre times the
CII acreage from the land use plan. Because the city has very little commerciaVindustrial use at this
time, total water use per capita will increase (adding flow without population). A few notes should
be made about water conservation programs and water projections for the commercial/industrial
sector.
. The demands projected in this report are fairly conservative. Depending on the actual CII
development, the water use could be less than planned in this report.
. The City's water conservation plan and watering restrictions apply to CII property as well as the
residential component. Therefore, commercial and industrial customers are doing their fiar share
in conserving water.
. The City will develop a special conservation program tailored to any large water using industry
that might come into the City.
Water Conservation Programs
The City of Andover implements several short-term and long-term conservation measures to assist
in its overall water conservation program. The short-term measures utilized by the City for
Andover Water Supply Plan
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emergency purposes include voluntary reductions, sprinkling bans, and water restrictions and are
discussed in the Emergency Preparedness Plan section of this report. Long-term measures used to
improve water use efficiency are listed below.
The effectiveness of the following programs should be evaluated annually. As additional
commerciaVindustrial growth occurs, the plan should be revised accordingly.
1. Metering: All current and future water users are and will be metered. The City is currently
checking all meters on the system. The City has a regular meter testing program. All meters
over ten years old are being replaced. Water rates cover meter testing and repair costs.
2. Water Audits, Leak Detection and Repair: Unaccounted-for water is the difference
between the volume of water sold and the volume of water withdrawn from the source.
Unaccounted for water (listed in Table 4 as "Other" water use.) has varied from 0% to 14%
and averaged 6% a year for the past thirteen years. Because Andover's system is relatively
new and in excellent condition water loss from main breaks are minimal. The majority of
the unaccounted for water is due to construction, flushing, etc. The City will continue to
monitor these losses.
Maintaining annual records of the unaccounted-for water will allow the City to monitor the
condition of the water system. As the system ages, the City will need to spend more money
on leak detection, maintenance and repair. The rate structure needs to include these future
costs. Rates are discussed in more detail in the next section.
The City will annually calculate unaccounted-for-water. If the amount of the unaccounted-
for-water increase, the City will recalibrate the well meters and initiate a full scale water
audit.
3. Conservation-Oriented Water Rates: The City currently uses a uniform rate system and
bills its customers quarterly. A uniform rate (same cost per gallon regardless of use) has
been shown to be an effective conservation measure. A base rate is charged plus a set rate
per 1000 gallons thereafter. The following rates went into effect January 1, 1995.
Base Rate (per quarter)
Water Rate
Minimum Rate (per quarter)
$6.30
$1.01 per 1000 gal
$8.30
Andover Water Supply Plan
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The City will continue to investigate alternative rate systems such as increasing block rates and
a hybrid structure. The merit of switching to a monthly billing system will also be periodically
evaluated.
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The rate system has been developed to pay for the true cost of supplying, treating and delivering
the water, including maintenance. Future capital expenditures will be financed through
connection charges, area charges, and assessments.
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4. Regulation: The City relies on the following regulations to provide short-term demand
reduction and long-term improvements in water use efficiencies.
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A. State and Federal Plumbing Codes: All new homes and retrofits of existing homes will
have water efficient fixtures.
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B. Short-term Reduction Procedures: Sprinkling bans are always in effect during the
summer months between April and September. Odd/even sprinkling bans are in effect
at all times during this period with a total sprinkling ban occurring between Noon and
6 PM every day. A total sprinkling ban is also initiated any time of the year when
demand reaches 90% of the firm capacity. Further short-term reduction measures are
initiated based on percentage of well capacity as described in the Emergency
Preparedness Plan.
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5. Education and Information Programs: Andover has made a strong effort to educate the
public on the benefits of water conservation. The effort has been focused primarily on the
proper way to water lawns as shown the example in the Emergency Preparedness section.
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The City will continue its efforts to educate the public on the benefits of water conservation.
The education process will include: regular "bill stuffers" (available from A WW A), school
curriculums on water resources (National Drinking Water Week), and direct mailings to
encourage voluntary water reduction measures.
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During sprinkling bans and emergency periods, public service announcements will be issued
in the local paper, and special mailings will be issued to inform the customers.
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6. Retrofitting Programs: The City building Inspector will enforce the existing plumbing
codes relating to retrofitting existing water fixtures. Since there are presently very few older
homes on the water system, the City will not pursue a mandated retrofit program. As more
older homes are added to the system, the City will reevaluate a mandated retrofit program.
7. Pressure Reduction: The City water system has been designed to ensure that static and
residual pressures in the water service area are maintained between 40 psi and 90 psi. Users
with pressures above 90 psi will be required to install individual pressure reducing valves
at the point of service, unless special needs dictate. The only method available to the City
to reduce pressures in an emergency to reduce demands is to lower the water level in the
water towers. This procedure is unacceotable resulting in reductions of available fire
protection.
Andover Water Supply Plan
46
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APPENDIX A
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AGENCY REVIEW PROCESS
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Minnesota Department of Natural Resources
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500 Lafayene Road
51. Paul. Minnesota 55155-40_
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April 19, 1996
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Mr. Scott Erickson
City Engineer
City of Andover
1685 Crosstown Boulevard NW
Andover, MN 55304
Dear Mr. Erickson:
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CITY OF ANDOVER WATER EMERGENCY AND CONSERVATION PLAN
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The Department has completed the final review of the .City of Andover Water Supply Plan." We are
pleased to infonn you that Andover's plan has been approved, The plan identifies past and present
responses and procedures related to water emergency preparedness and short tenn demand reduction.
The plan also includes goals to improve long term water use efficiencies. The Department supports
Andover's efforts to improve emergency preparedness and programs to improve water use efficiencies.
Plans are required to be updated every ten years. We recommend reviewing the plan on a regular basis
to evaluate system needs for emergency preparedness and to determine the effectiveness of
conservation measures. Attached are comments and suggestions on items that Andover should
consider for future updates to the plan.
We appreciate your efforts to develop the required water emergency and conservation plan. If you have
any questions, please contact Travis Germundson at (612) 296-0512.
Sincerely,
DIVISION OF WATERS
J~~*~~'
~~i~S and Land Use Section
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enclosure
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cc: Travis Germundson, Permits Unit
\TOm Hovey. Area Hydrologist
Marl< Wallis, BRA and Associates
Gary Oberts, Metropolitan Council
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DNR Information: 612-2%-6157, I-XIX).inn-h(~~) . TrY: nI2-2')h-QX-l. I.XllO.h57-W2lJ
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EMERGENCY AND CONSERVATION PLAN FINAL REVIEW
City of Andover
PART L WATER SUPPLY DESCRIPTION AND EVALUATION
A. ANALYSIS OF WATER DEMAND
Per Capita Water Use
This section of the plan is approved.
Seasonal and Peak Water Demands
This section of the plan is adequate. The response to section indicates that comparing minimum
month, maximum month, maximum day, and average day demands provides a good estimation of
the total water use that is used for peak demands. Future updates to the plan should include a
discussion of this data and quantify actual water volumes. Data on current daily water uses for
commercial and industrial users should be documented in order to establish baseline information
needed to track future changes and growth in these sectors.
B. DEFINITIONS OF WATER USE CATEGORIES
This section of the plan is approved.
C. SOURCE OF WATER SUPPLY
Please be aware that Minnesota Statue 103G.271, Subdivision 4a. prohibits the commissioner
, form issuing new water use permits that will appropriate water from the Mt. Simon-Hinckley
aquifer in a metropolitan county, unless the appropriation is for potable water use, there are no
feasible or practical alternative to this source and a water conservation plan is incorporated in the
permit.
PART IT. EMERGENCY PLANNING FOR PUBLIC WATER SUPPLIES
EMERGENCY RESPONSE PROCEDURES
Emergency Telephone List and SOP Manual
This section of the plan is approved. The emergency telephone list does not need to be included
in the plan, but the plan must indicate where the list is located in the event of an emergency.
Again, we recommend that the telephone list and standard operation procedures be posted
conspicuously at all appropriate water supply system facilities. The city should also incorporate
water emergency response procedures with any existing city or county all-hazards emergency
operations plans.
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B. CURRENT WATER SOURCES AND SERVICE AREA
Description of Ground Water Sources.
This section of the plan is approved. Please include copies of Water Well Records for each well
in future updates of the plan.
D. DEMAND REDUCTION PROCEDURES
Demand Reduction Potential
This section is adequate for the first plan, but additional detail needs to be included in future
updates of the plan. The short-term demand reduction potential can be estimated by comparing
monthly and customer water use data. The following general guidelines can be used to estimate
the short-term demand reduction potential.
.
Water use during winter months usually reflect baseline needs for water use priorities one
through five (everything except nonessential uses).
Public education programs and requests for voluntary conservation measures should
reduce demands to levels between summer and winter water use volumes,
A total ban on sixth priority nonessential water uses should reduce water demands close to
winter usage levels.
In extreme emergency situations lower priority water uses must be restricted or eliminated
to protect first priority domestic water requirements. Short-term demand reduction
potential below winter baseline levels can be estimated using data for customer categories
within each priority class.
.
.
.
These are general guidelines that may need to be modified to reflect local differences in seasonal
water demands. Other appropriate methods for estimating the short-term demand reduction
potential can also be used.
Short Term Demand Reduction Procedures
This section of the plan is adequate. Voluntary actions and sprinkling bans are some good initial
actions for reducing demand. Additional measures should be identified in the event voluntary
actions and sprinkling bans fail to adequately reduce short-term demand reductions, Reducing
summer peak demands is the primary focus of this section of the plan. Procedures for emergencies
during other times of the year should also be developed.
Procedures for Water Allocation
This section of the plan is adequate. The response to this section indicates that water uses for
first, second, and sixth priorities can be quantified, but this information was not provided. Please
quantifY demands for these water use priorities in future updates of the plan.
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Enforcement
This section of the plan is adequate. Enforcement procedures are only identified for lawn
watering. In emergency situations it may be necessary to implement enforcement procedures that
address compliance with water allocation requirements and o~er restrictions that are not related
to lawn watering. General procedures that can be quickly modified to address specific situations
should be developed.
U PART m. WATER CONSERVATION PLANS FOR PUBLIC WATER SUPPLIERS
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Conservation Goals
This section of the plan is approved. Future updates to this section of the plan should identify the
measures that will be used to achieve the 13% reduction in residential per capita water use by year
2000, and 16% by 2020.
Water Conservation Potential
This section is adequate for the first plan, but additional detail must be included in future updates
of the plan. The long-term demand reduction potential can be estimated by evaluating water
savings from conservation programs that can improve water use efficiencies. Estimates of
potential water savings from retrofit, leak detection and repair, education and other programs
should be done, Please keep in mind that the estimated long-term conservation potential for a
community is not necessarily a reasonable conservation goal. Local conservation goals are
typically less than the conservation potential for the community due to public acceptance, cost and
effectiveness of conservation programs and other factors.
The demand reduction potential from implementing programs to improve lawn watering
efficiencies should be estimated because this is a significant part of the system demand.
Water Audit. Leak Detection
This section of the plan is approved, Information on the results of the annual evaluations should
be included in future updates to the plan.
Enforcement/Regulation
This section of the plan is approved. Nonemergency enforcement procedures for uses other than
lawn watering should be developed as the need arises,
Information and Education
This section of the plan is approved, Providing customers with information on proper lawn
watering requirements is an appropriate target for an education program. Copies of educational
materials and programs implemented by the city should be included in future updates to the plan.
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.., ~ Working for the Region. P1Wlning for the FUture
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Scott Erickson
City of Andover
1865 Crosstown Blvd.NW
Andover, MN 55304
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RE:
Andover Water Supply Plan
Metropolitan Council District 9
Referral File No. 157%-7
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Dear Mr. Erickson:
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The Metropolitan Council has completed its review of the Andover Water Supply Plan, as required
under Minnesota Statutes, Section 473.859, subd.3, and offers the attached comments for your
consideration. A copy of the comments has also been forwarded to the Department of Natural
Resources.
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This letter completes the review process of the Metropolitan Council. On behalf of all of the Council
members, I thank you for your effort and your patience in clarifying preliminary Council staff
comments. Should any questions arise on the Council's review comments or on the process it
followed, please feel free to contact Gary Oberts of the Council's Environmental Services Division
at 291-6484.
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CC:
Jim Japs, DNR-Division of Waters
Mark Wall~ Bonestroo, Rosene, Anderlik and Assoc.
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LJ 230 East Fifth Street St. Paul. Minnesota 55101-1634 (612) 291-6359 Fax 291-6550 mD/1TI 291-0904 Metro Info LIne 229-3780
An Equal OpportunJly Employer
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Metropolitan Council Comments on City of Andover
Municipal Water Supplv Plan (March. 1995)
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INTRODUCTION
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The Andover plan was submitted under the 1993 legislation (Chapter 186) requiring Metropolitan
Area communities to amend their local comprehensive plans to include a water supply element if the
community has a municipal water supply system.
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The plan submittal was reviewed according to the "Metropolitan Area Community Water Supply Plan
Content Guidelines" adopted jointly by the Metropolitan Council and the Minnesota Department of
Natural Resources (DNR) in January 1994. The Council also reviewed the submittal as a local
comprehensive plan amendment, and applied the authorities contained in Minnesota Statutes,
Chapter 473 in so doing.
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Comments on the required conservation and emergency response plans will be submitted to the DNR
for its consideration in review of these plans according to Minnesota Statutes, ~ 103G.291, subd.3.
Since the Minnesota Department of Health (MDH) has not completed its promulgation of wellhead
protection rules according to Minnesota Statutes, ~ 1031.101, the Andover plan contains only a
statement of intent to develop this program when required by the MDH schedule.
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GENERAL COMMENTS
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The Andover water supply plan is an extremely critical component of this rapidly growing community.
The plan describes attributes of the water supply system well, and portrays a good emergency
response procedure. The plan does not contain some of the elements required under Part IV,
specifically the officially adopted capital improvement program and the connection to the local
comprehensive plan.
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LOCAL AND COUNlY REVIEW COMMENTS
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No comments regarding the water supply plan were received during the 45-day review period from
communities adjacent to the city of Andover, nor from Anoka County.
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TECHNICAL COMMENTS BASED ON CONTENT GUIDELINES
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Part I - Water Supply SyStem Descnption and Evaluation (Cberts. EPE)
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The city of Andover submitted its "Report on Water Supply" (March 1995) and several supplemental
pieces of information under the Chapter 186 requirements. The plan and accompanying material
describe a system that serves a rapidly growing portion of the Metropolitan Area.
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The plan begins with a policy statement (required under Part IV of the guidelines) that addresses the
continued supply of good quality water at an affordable price, while protecting the resource from
which the supply is drawn. The policy also addresses system operation.
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The plan contains demand information for the past 12 years (1983-1994). The system was put in
place in 1981 and has grown from an average daily demand under 0.05 million gallons per day (MGD)
at a population served of about 400 to a 1994 level of 1.002 MGD at a population served of 9,285.
The most recent five-year average for daily demand is 0.68 MGD. The 1994 maximum daily demand
was 3.755 MGD, or 3.75 times average daily demand. This figure is well above the recommended 3.0
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Soneuraa. Rosene. Anderllk and Associates. Ine. is an Affirmative Action/Equal Opportunity Employer
~!1 ~ Bonestroo
.IUI Rosene
ill Anderlik &
. \J. Associates
Otto G. 80ne-sCroo. P.E.
RoDert W. Rosene. P.E.-
Joseph C. ""derllk, P .E.
Marvin L Sorvala. '.E.
Richard E. Turner, P.E.
Glenn R. Cook, P.E.
Thomas E. Noyes. P.E.
Robert G. Schunlcht. P.E.
Susan M. Eberlin. C.P.A..
. Senior Consultant
Howard A. Sanford, P.E.
Keftn A. Gordon., P .E.
Robert R. Pfefferle. P.E.
Richard W. Foster. P.E.
Cavld O. Loskota. P.E.
Robert C. Russet. A.I.A.
Jerry A. Sourdon. P .E.
Mark 1\. Hinson, P.E.
Michael T. Rautmann. P .E.
Ted It Field. P.E.
Thomas R. Anderson, A.I.A.
James R. Rosenmerkel. P .E.
Donald C. Burgardt. P.E.
Thomas A Sytko. P .E.
Frederic J. Stenberg. p.e.
Ismael Martinez. P.E.
Michael P. Rau. p.e.
Thomas W. Peterson. P.E.
Engineers & Architects
March 6, 1996
Mr. Gary Oberts
Metropolitan Council
Mears Park Centre
230 East Fifth Street
St. Paul, MN 55101
Re:
Water Supply Plan
Andover, Minnesota
Met Council Referral File 15796-7
Our File No. 17164
Dear Gary:
Michael C. lynch. P .E.
James R. Maland. p.e.
Jerry D. Pertzsch. P.E.
Scott J. Arganek. p.e.
Kenneth P. Anderson, P.E.
Mark R. Rolfs. P.E.
Mark A. Selp. p.e.
Gary W. Morlen. P.E.
Paul J. Gannon. A.I.A.
Daniel J. Edgerton. P.E.
A Rick Schmidt. P .E.
Dale A. Grove. P.E.
Philip J. Caswell. P.E.
Mark D. Wallis. p.e.
Miles 8. Jensen. P .E.
L Phillip Gravel. P.E.
Karen '- Wlemerl. P.E.
Gary D. Krlstotltz. P .E.
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Brian K. Gage. P.E.
F. Todd Foster, P.E.
Keith R. Yapp. P.E.
Douglas J. Benoit. P.E.
Shawn D. Gustafson. P.E.
Ceclllo Olivier. P.E.
Kent J. Wagner. P.E.
Paul G. Heuer. P.E.
John P. Gorder. P.E.
Dan D. Boyum. P.E.
Jeffrey J. Ehlerlnger. P.E.
Joseph R. Rhein. P .E.
lee M. Mann. P .E.
Charles A. Erickson
lea M. Pawelsky
Harlan M. Olson
Agnes M. Ring
James F. Engelhardt
The following is in response to your January 16, 1996 review of Andover's Water Supply Plan.
1. Water Demands and Service Area Population (Table 6): Table 6 has been redeveloped to
assist in the understanding of Andover's projected water demand analysis. Data for the years
1990 through 1993 have been excluded to simplify the table. The revised Table is attached.
2. Table 2 - Per Capita Water Use Summary: The attached letter to Jim Japs should clarify
the confusion regarding Table 2. Apparently, you did not get a copy of this letter.
3. Part In - Water Conservation Plan: As Table 6 illustrates, the residential water use per
capita (corrected average of 96,82 gpcd) is expected to decrease due to the existing and future
conservation measures. For this planning document we have used our experience with water
use patterns in commercial/industrial areas to calculate ultimate water use for the City. We
have multiplied 2000 gallons per day per acre times the CfI acreage from the land use plan.
Because the City has very little commercial/industrial use at this time, total water use per
capita will increase (adding flow without population). A few notes should be made about
water conservation programs and water projections for the commerciaVindustrial sector.
. The demands projected in this report are fairly conservative. Depending on the actual
CII development, the water use could be less than planned in this report.
2335 West Highway 36 · St. Paul, MN 55113 · 612-636-4600
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factor and suggests that pea... demand use is particularly high and ~ ,uld be the target of later
conservation/wise use efforts. The most recent five-year average for maximum daily demand is 2.62
MGD, which is 3.85 times the five-year average daily demand.
Population projections in the plan differ from the Metropolitan Council's projections in the growth
years from 2000 to 2015, but converge close to each other by the year 2020. The following table
illustrates the differences:
CITY OFANboVER ,',
PROJECTION
(served)
24,452
(15,787)
29,702 est.
34,952
(24,747)
36,400
39,200
(33,707)
2000
22,300
2005
2010
25,400 est.
28,500
2015
2020
33,250 est.
38,000
The actual served population differs markedly from the total Andover population, with a maximum
difference of about 12,000 people, but reducing to about 6,000 by 2020 (Table 6 in the plan).
Development in the city is expected to continue along the southern part and slowly grow northward.
Unserved residences are generally in the northern part of the city, beyond the current and expected
MUSA line. Some indication of methods and schedule that will be used to service the unserved 6,000
people should occur in the plan.
Overall per capita use for 1994 is 108 gallons per capita per day (gpcd), with the residential-only per
capita at 101 gpcd. The most recent five-year average overall per capita is %.5 gpcd. The generally
accepted reasonable range for residential use is 70-90 gpcd. Previous inconsistencies noted in the
draft plan were corrected by supplemental information submitted by the engineer. The goals for
reduction mentioned in the accompanying text are very good (5-20% reduction in per capita, and a
decrease of 0.75 in the maximum-to-average day demand ratio). Overall per capita water use rises
through the year 2000, but decreases after that to a value lower than current by the year 2020 (97
gpcd). This reduction shows that such reductions are possible when a community commits to both
residential and commercial-industrial water use efficiencies.
Basic customer use information in the plan is good. Confusion on some numbers in the table was
clarified by supplemental information. Reference to Table 4 for 1994 shows that residential use was
93.7% of total use, commercial 3.7%, institutional 0.6%, and "other" 1.9%. The "other" category
includes watermain flushing, new street projects, fire fighting and unaccounted for losses. The 1994
figure is very good, as is the longer term figure of 5.9%; anything less than 10% is considered
acceptable, although several years reached over 12%.
Andover reads its meters quarterly, so an exact demand comparison between seasons cannot be made.
However, Table 5 presents a comparison between minimum month and maximum month demand
since 1983. The table shows that the long-term average is about 230% (2.3X) for maximum month
over average daily demand, and about 440% (4.4X) for maximum daily to average daily. The latter
figure reinforces the previous review finding that peak use should be a target of future city program
.2.
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to conserve. The 4.4X fig... ~ is quite a bit higher than the recommt...Jed 3.0X.
Andover does not currently have any large volume customers using over 5% of demand.
The existing facilities discussion does a good job of describing the Andover supply system. The city
uses four Hinckley and Ironton-Galesville wells, with a fifth planned soon. The design capacity of
the wells is 5.1 MGD, with a firm capacity of 3.7 MGD. The current firm capacity is approximately
the same as the maximum day demand (3.76 MGD), which presents a potential problem. The
anticipated year 2000 maximum daily demand will be an even ,greater 7.5 MGD. With well #5 on-
line, the total system capacity will be 6.55 MGD (5.1 MGD firm capacity), still short of the maximum
demand; the difference would have to come from storage in an emergency. As was pointed out
earlier in this review, the city must become quite serious about reducing its peak demands to bring
demand within its ability to provide water. Continuing to build facilities to meet peak demand is not
wise from either a resource or an economic standpoint.
The city currently has two storage towers holding a combined capacity of 1.5 million gallons (MG).
Wells #3 and 4, and well#5 when it is installed, are connected to one of the towers. Table 9 shows
that although storage is adequate now, an additional 2.0 MG of storage will need to be built to meet
future needs. Again, some reduction in expected demand could save the city some facility cost.
The plan calls for the addition of four more wells (#6-9) by the year 2020. The projected need for
wells is based on Table 6 assumptions which were difficult to ascertain because of data labeling
questions. However, we agree with the conservation premise stated in the text that espouses
reductions in both per capita and maximum daily demand. Strict adherence to these goals might even
lead to further reductions in the need for new facilities. The CIP is addressed in comments for Part
IV.
The city of Andover recently emerged as number 1239 on the Minnesota Department of Health
(MDH) list of priorities for wellhead protection plans. However, Andover has already initiated the
first steps in a wellhead protection program and aquifer analysis, focusing on the continued ability
of the Hinckley and Ironton-Galesville Aquifers to meet the city's needs. The city does devote some
resources to regular water level monitoring.
Part II - Emer~encv Planninl! (Oberts, EPE)
The Andover emergency preparedness plan focuses on the procedures the city will follow in
responding to potential or real water shortages. Although the phone list is understandably not
included, the city should make it sure that adjacent community, city administration and state
emergency responders are all contained on the list. The emergency reporting form is a veri good
idea and has been used by the Council as a model for other cities to follow.
Figure 5 shows that Andover and Coon Rapids are connected in five locations. The plan also states
that Andover can connect hydrant-to-hydrant with Anoka for additional emergency back-up.
Connecting to these two neighboring suppliers would add additional protection in the event
Andover's groundwater source became contaminated, since these suppliers use the Drift, Prairie du
Chien-Jordan and Franconia Aquifers.
The plan discounts the possibility of using the Mississippi River as a future source of water. The
Council would like to urge communities along the river in the northwest part of the region to begin
thinking in longer terms about the possibility of cooperating on a supplemental Mississippi River
source. The quantity of water available from the river at this location far surpasses the amount used,
whereas most the communities along the river rely on the finite groundwater resource.
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The discussion on demand reuuction measures indicates that the city h. oegun to address peak uses
through public education on sprinkling, as well as mandatory odd/even sprinkling and limited hours
(no sprinkling from 12:00 PM to 6:00 PM). Although many cities have thought about limited hours,
very few have instituted the practice, much to Andover's credit. The very high peak demand,
however, continues in the city, most likely the result of tremendous new growth and the establishment
of lawns. Continuing the education and sprinkling limitation efforts will hopefully lead to peak use
reductions as the city matures and needs less landscaping water.
The emergency plan contains details on how the city enforces its water use limits, including copies
of water use restriction notices and warning letters to violators.
The final section in the emergency plan addresses emergency power and labor. The city is
considering obtaining a power generator for emergency use at some of its wells. This approach is
encouraged.
Part III - Water Conservation Plan (Oberts. EPE)
The role of conservation in Andover is to reduce demand, improve use efficiency and reduce loss and
waste. The plan can also lead to postponement or elimination of large capital facilities costs.
The statements on water conservation potential reflect demand information from earlier in the plan.
The statements in this portion of the plan, however, do not exactly match those earlier relative to per
capita demand. That is, Table 6 shows that overall and residential per capita will decrease through
2020, but page 42 speaks of slightly increased per capita. Perhaps the language on page 42 could
state that the current average will increase through the year 2000, then begin to decrease through
2020. This change would better reflect the data in revised Table 6.
A supplemental letter from the city indicates that commercial-industrial users will be held to the same
conservation practices as residences, and that the city will work with any new, large water users to
tailor a conservation program.
All Andover customers are metered and there is a program to check all meters for accuracy and to
replace all meters over 10 years old.
u There currently is no water audit, nor leak detection and repair program because of the relatively
minor unaccounted for losses in the system. The city will continue to closely monitor unaccounted
n for losses and will develop a program as needed.
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Andover uses a uniform rate structure, which it claims has been an effective conservation measure.
Although a uniform rate structure means that every gallon used is the same price, it has not quite
been proven to be effective in holding down water use because of its low initial price and its
inelasticity (little demand response to increasing price). The city charges a base rate (service charge)
of $6.30 per quarter, with water priced at $1.10 per 1,000 gallons, and a minimum quarterly charge
of $8.30. The city will continue to evaluate changes in its rate structure. No information is given on
connection and assessment charges.
The regulations used by the city have been previously covered. The education program will be
continued, with the use of bill stuffers, PSAs, school curricula, and direct mailings. Most emphasis
in the past has been on lawn sprinkling. The city does not have a retrofit or pressure reduction
program.
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Part IV. Metrooolitan Area Plan Elements (Uttlev. OLA: Oberts. EPE)
Many of the required elements from this section of the plan are contained throughout the plan. The
policies were contained in the water system description, while some objectives have been stated
throughout. The plan could be embellished by using objectives to emphasize the positive actions the
city is taking to use water wisely. For example, it is Andover's objective to reduce overall per capita
water use steadily through 2020...to continue holding unaccounted for water well under 10%...to
reduce the maximum-to-daily average use ratio...to finish its wellhead protection program in advance
of a state mandate to do so, etc.
The Official Controls section of the plan provided information on the city's use of regulations to
accomplish its objectives.
The capital improvement program (eIP) included in the plan and supplemental information in a
letter do not satisfy the requirement for an official CIP, as defined in Minnesota statute (section
473.852, subdA). However, the city is currently preparing an updated Comprehensive Plan that will
include a more extensive CIP. A city Mission Statement notes that the new CIP will be completed
by June 1996.
The guidelines call for the water supply plan to identify the impact that its adoption will have on the
rest of the local comprehensive plan. Supplemental information submitted by letter indicates that
this Water Supply Plan is based on the local comprehensive plan and the Comprehensive Water System
Plan Update, dated 1987, and the 1988 Supplemental Report to the Comprehensive Plan Update.
Supplemental information (maps) was submitted relating the water system to the existing plan, the
MUSA location, future staging, etc. It states that the city is in the process of reworking a number
of planning documents, which will be used to produce a revised Water Supply Plan. Water service
outside of the MUSA will be provided with sewer service and approved MUSA extensions.
SUMMARY
Technical comments were prepared by Metropolitan Council staff according to the content guidelines
n prepared by the Council and the DNR. The plan contains a good description of the overall system,
u but some numbers presented in Tables 2 and 6 appear to be incorrectly labeled. The emergency
preparedness and conservation plans contained all of the necessary elements, but the Part IV analysis
n was substantially absent.
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Mr. Gary Oberts
Metropolitan Council
Page - 2 -
March 6,1996
· The City's water conservation plan and watering restrictions apply to CII property as
well as the residential component. Therefore, commercial and industrial customers
are doing their fair share in conserving water.
· The City will develop a special conservation program tailored to any large water using
industry that might come into the City.
4. Part IV - Metropolitan Area Plan Elements: The City is currently working on an updated
Comprehensive Plan which will include a more extensive CIP. Additional information will
be submitted as the updated Comprehensive Plan is developed. The attached City Mission
Statement identifies these efforts and the time frame for anticipated completion.
The attached maps illustrate the plan the City has for expanding beyond the current MUSA
area (pending Metropolitan Council approval). These maps identify sewer service expansion
in which water service will generally be expanded at the same time. Again, updated maps
will be included in the updated Comprehensive Plan. Much of the information provided in
this plan such as conservation measures and system improvements will be used for the
updated Comprehensive Plan and applied to relevant sections.
In conclusion, the City has made all efforts to comply with Metropolitan Area Community Water
Supply Plan Content Guidelines published by the Metropolitan Council and the Minnesota
Department of Natural Resources and has supplied all additional information requested. This
plan will be improved as additional City planning is completed and resubmitted every 10 years as
required by the Met Council and DNR.
If you have any questions regarding the enclosed information please call me at 604-4842.
Yours very truly,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
Mark D. Wallis, P.E.
MDW:rb
cc: Scott B. Erickson, P,E. - Andover City Engineer
Jim Japs - Minnesota DNR
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Table 6
Andover's Projected Water Demand
Residential Residential Commercial, Total Avg. Total Max.
Average Per Capita Average Industrial, & Day Day
Year Population Demand Day Demand Inst. Water Demand Demand
Endin2 Served I (JnJcdi (MGD)) Use (MGD)4 (MGD)s (MGD)6
1994 9,285 101 0.938 0.04 1.002 3.755
1995 10,369 100 1.037 0.12 U57 4.384
1996 11,452 99 U34 0.20 1.334 5.012
1997 12,536 97 1.216 0.28 1.496 5.641
1998 13,620 96 1.308 0.37 1.678 6.269
1999 14,703 94 1.382 0.45 1.832 6.898
2000 15,787 92 1.452 0.53 ,1.982 7.526
2010 24,747 87 2,153 0.61 2.763 9.537
2020 33,707 77 2.595 0.69 3.285 10.722
City estimate of population to be ultimately served with City water. This estimate is based on the City Land Use
Map. and portions of the City being unable to be developed with City water, The City's best estimate is that
5,493 (39.200-33,707) people will have private wells.
2
1994 Residential Per Capita Demand (gpcd) = Annual Residential Water Usage From Table 4 divided by (Avg.
Pop, Served times 365 days). 2000.2010.2020 values were detennined by setting estimated goals of 5%, 10%.
and 20%, respectively. 1995 thru 1999 was calculated by linear interpolation.
)
Avg, Pop. Served times Residential Per Capita Demand.
4
1994 CJI Water Use = Actual data from Table 4. 2020 CJI Water Use = Total estimated CJI acres in 2020 times
2,000 gaUacrelday where; total estimated CJI acres in 2020 is estimated to be 462 less 25% that has been
classified as unusable. Therefore the City estimates a total of 346.5 CJI acres in 2020. 1995 thru 2010 CJI
Water Use was calculated by linear interpolation,
s
1994 Total Avg. Day Demand was detennined in Table 1. 1995 thru 2020 Total Avg. Day Demand =
Residential Average Day Demand plus CII Water Use,
6
1994 Total Max. Day Demand (MGD) as'reported in Table 1. 2000 thru 2020 Total Max. Day Demand (MGD)
was detennined with the use of the goals discussed on page 17. To be more specific, these max. day to avg. day
ratio goals of 4.0.3.5, and 3,25. are focused on residential water use. For example; 2000 Max. Day Demand =
Residential Avg. Day Demand times 4.0 + CJI Water Use times 3.0 where; 4.0 is the max. day to avg. day goal
for residential use in the year 2000 and 3.0 is the max. day to avg. day ratio for CJI users.
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.w. . ANDOVER. MINNESOTA 55304 · (612) 755-5100
Mark Wallace
Bonestroo, Rosene, Anderlik & Associates
2335 W. Trunk Highway 36
S1. Paul, MN 55113
Re: Water Supply Plan/Project 94-23
Dear Mr. Wallace:
Attached is a copy of the M.U.S.A. Service Area Map previously submitted to the
Metropolitan Council that is on file with them, Also attached is the latest
revisions to the M.U.S.A. Service Area Map (dated 12/12/95). This map has not
yet been reviewed or approved by the Metropolitan Council, but will be
submitted to them shortly. As the map is routinely modified, I believe a
reference to the latest approved revision on file with the City of Andover and the
Metropolitan Council should be referenced. I spoke with Mr, Gary Oberts of the
Metropolitan Council and he noted the plan should include a reference to the
Comprehensive Sewer Map. Possibly a statement noting that water and sewer
are typically expanded together as the areas develop in accordance with the
local Comprehensive Plan and as identified in the M.U.S.A. Service Area Map
identifying the Urban Service Areas for the City. Please verify with Mr. Oberts if
this is adequate.
The City of Andover is also in the process of updating the City's Comprehensive
Water Plan. The services of Maier Stewart and Associates have been retained
to assist on this project. The update will also include a Water Infrastructure
Capital Improvement Plan for the City. In addition, the City Council has
established the need to develop a Capital Improvement Plan for the City (see
attached),
If you need any additional information, please let me know,
Sincerely,
eJ~~
Scott Erickson, P.E.
City Engineer
SE:rja
cc: Gary L. Oberts, Sr. Environmental Planner/Metropolitan Council
Ene!.
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C) The City shall aggressively seek competition each year prior to budgeting, between
the City, private providers and other governmental units to procure the service
requirements of the City.
(All Departments - Ongoing)
D) Council shall hold at least one town meeting every six months as a forum for
citizens of the community to voice their views on the state of the City, its direction
and other matters.
(City Clerk - lead - September 1996 & March 1997)
E) The Planning and Zoning Commission, Council and Staff: with input from Citizen
Advisory Committees, shall review and report those ordinances which are either
outdated, unenforceable or otherwise suggested to be removed from the City
regulation. Such review shall take place in each even number year.
(Administration -lead, Staff- support - Dec. '96)
.
It
F) The City shall develop a Capital Improvements Program,
(Finance - lead, Staff - support - June. '96)
G) On significant issues, input into the Council decision making process will be sought
through citizen forums and focus group.
(Council- Ongoing)
POLICY: The City shall investigate the use of its facilities, equipment and staffby
other entities, as a profit center for the City,
City Staff
A) City staff shall develop professional relationships with representatives of their
respective State, County and other agencies,
B) Each City employee and Council member shall be encouraged to attend at least
one education or training session in their field each year.
C) The City shall provide adequate space, equipment and facilities to meet the needs
of staff. (All above - ongoing)
D) Staff shall advise Council once each year as to progress made within their various
departments during the year and department goals for the coming year.
(All Departments - May - June '96)
CitizenlPublic Sector Input
A) Meeting with officials of neighboring cities, the school district and the County will
be held to define areas of mutual benefit.
B) A task force will be created to review the need for parks, prioritize the needs and
develop methods of financing needed improvements.
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January 16, 1996
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Mark Wallis
Bonestroo, Rosene, Anderlik & Assoc.
2:ns West Highway 36
St. Paul, MN 55113
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Re: City of Andover Water Supply Plan Review
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Dear Mark:
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Attached are the draft comments on the Andover water supply plan for you to consider prior to our
formalizing them and forwarding them to the DNR. Please note that the comments do not reflect
any additional information on the comprehensive planning components that we've spoken about. I
trust the city will respond shortly to those matters. We will not finalize the review until those issues
are addressed. I thought we could address the non-comprehensive planning matters contained in this
review while we wait for a city response.
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Please take a look and let me know if there is anything (via letter) that you would care to offer. I
think the couple of data table problems can probably be straightened up quickly (if I have categorized
them properly), and the other items are quite minor.
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Sincerely,
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Gary L. Oberts
Sr. Environmental Planner
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cc: Scott Erickson, City of Andover
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:.J 230 East Ftfth Street St, Paul, MlImesota 55LOI-1634 (612) 291-6359 Fax 291-6550 TDD/TIY 291-0904 Metro Info Une 229-3780
An Equal OpportunUy Employer
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u DRAFI' FOR CITV REVIEW. 1/16/96
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Metrooolitan Council Comments on City of Andover
Municipal Water Supplv Plan (March. 1995)
INTRODucnON
The Andover plan was submitted under the 1993 legislation (Chapter 186) requiring Metropolitan
Area communities to amend their local comprehensive plans to include a water supply element if the
community has a municipal water supply system.
The plan submittal was reviewed according to the "Metropolitan Area Community Water Supply Plan
Content Guidelines" adopted jointly by the Metropolitan Council and the Minnesota Department of
Natural Resources (DNR) in January 1994. The Council also reviewed the submittal as a local
comprehensive plan amendment, and applied the authorities contained in Minnesota Statutes,
Chapter 473 in so doing.
Comments on the required conservation and emergency response plans will be submitted to the DNR
for its consideration in review of these plans according to Minnesota Statutes, ~ 103G.291, subd.3.
Since the Minnesota Department of Health (MDH) has not completed its promulgation of wellhead
protection rules according to Minnesota Statutes, ~ 1031.101, the Andover plan contains only 8
statement of intent to develop this program when required by the MDH schedule.
GENERAL COMMENTS
The Andover water supply plan is an extremely critical component of this rapidly growing community.
The plan describes attributes of the water supply system well, and portrays a good emergency
response procdure. The plan does not contain some of the elements required under Part N,
specifically the officially adopted capital improvement program and the connection to the local
comprehensive plan.
LOCAL AND COUNlY REVIEW COMMENTS
No comments regarding the water supply plan were received during the 45-day review period from
communities adjacent to the city of Andover, nor from Anoka County.
TECHNICAL COMMENTS BASED ON CONTENT GUIDELINES
Part I - Water Supplv System Description and Evaluation (Oberts. EPE)
The city of Andover submitted its "Report on Water Supply" (March 1995) and several supplemental
pieces of information under the Chapter 186 requirements. The plan and accompanying material
describe a system that serves a rapidly growing portion of the Metropolitan Area.
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The plan begins with a policy statement (required under Part IV of the guidelines) that addresses the
continued supply of good quality water at an affordable price, while protecting the resource from
which the supply is drawn. The policy also addresses system operation.
The plan contains demand information for the past 12 years (1983-1994). The system was put in
place in 1981 and has grown from an average daily demand under 0.05 million gallons per day (mgd)
at a population served of about 400 to a 1994 level of 1.002 mgd at a population served of 9,285.
The most recent five-year average for daily demand is 0.68 mgd. The 1994 maximum daily demand
was 3.755 mgd, or 3.75 times average daily demand. This figure is well above the recommended 3.0
factor and suggests that peak demand use is particularly high and should be the target of later
conservation/wise use efforts. The most recent five-year average for maximum daily demand is 2.62
mgd, which is 3.85 times the five-year average daily demand.
Population projections in the plan differ from the Metropolitan Council's projections in the growth
years from 2000 to 2015, but converge close to each other by the year 2020. The following table
illustrates the differences:
METROPOLITAN
COUNCILPROJECI10N
CITY 'OF ANDOVER
PROJECI10N\
(SerVed)
24,452
(15,787)
29,702 est.
34,952
(24,747)
36,400
39,200
(33,707)
2000
22,300
2005
2010
25 ,400 est.
28,500
2015
2020
33,250 est.
38,000
The actual served population differs markedly from the total Andover population, with a maximum
difference of about 12,000 people, but reducing to about 6,000 by 2020 (Table 6 in the plan).
Development in the city is expected to continue along the southern part and slowly grow northward.
Unserved residences are generally in the northern part of the city, beyond the current and expected
MUSA line. Some indication of methods and schedule that will be used to service the unserved 6,000
people should occur in the plan.
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Overall per capita use for 1994 is 108 gallons per capita per day (gpcd), with the residential-only per
capita at 101 gpcd. The most recent five-year average overall per capita is %.5 gpcd. The generally
accepted reasonable range for residential use is 70-90 gpcd. Table 6 presents some inconsistencies
that should be clarified. The third column in the table lists per capita demand and indicates via
footnote that this includes only residential demand, which is incorrect because it represents overall
use. The fifth column then presents a demand figure that is supposedly based on residential use only,
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but the multiplication factor is from column three, which was overall use. The following sixth column
then includes commercial and industrial uses in determining future maximum daily demand. The
confusion in this tables prevents an obstacle to its interpretation other than to note that per capita
projections and maximum-to-average daily demand ratios both appear to go downward, which is very
desirable. This table should be redone and properly labeled so that the crucial information it presents '*
can be understood. The goals for reduction mentioned in the accompanying text are very good (5-
20% reduction in per capita, and a decrease of 0.75 in the maximum-to-average day demand ratio).
The attempt to present basic customer use information in the plan is good, but again some
mislabeling complicates the data. Table 2 lists annual residential water usage in column three, when '*'
in fact this is total usage (determined from Table 4). Reference to Table 4 for 1994 shows that
residential use was 93.7% of total use, commercial 3.7%, institutional 0.6%, and "other" 1.9%. The
"other" category includes watermain flushing, new street projects, fire fighting and unaccounted for
losses. The 1994 figure is very good, as is the longer term figure of 5.9%; anything less than 10%
is considered acceptable, although several years reached over 12%.
Andover reads its meters quarterly, so an exact demand comparison between seasons cannot be made.
However, Table 5 presents a comparison between minimum month and maximum month demand
since 1983. The table shows that the long-term average is about 230% (2.3X) for maximum month
over average daily demand, and about 440% (4.4X) for maximum daily to average daily. The latter
figure reinforces the previous review finding that peak use should be a target of future city program
to conserve. The 4.4X figure is quite a bit higher than the recommended 3.0X.
Andover does not currently have any large volume customers using over 5% of demand.
The existing facilities discussion does a good job of describing the Andover supply system. The city
uses four Hinckley and Ironton-Galesville wells, with a fifth planned soon. The design capacity of
the wells is 5.1 mgd, with a firm capacity of 3.7 mgd. The current firm capacity is approximately the
same as the maximum day demand (3.76 mgd), which presents a potential problem. The anticipated
year 2000 maximum daily demand will be an even greater 7.5 mgd. With well #5 on-line, the total
system capacity will be 6.55 mgd (5.1 mgd firm capacity), still short of the maximum demand; the
difference would have to come from storage in an emergency. As was pointed out earlier in this >
review, the city must become quite serious about reducing its peak demands to bring demand within
its ability to provide water. Continuing to build facilities to meet peak demand is not wise from
either a resource or an economic standpoint.
The city currently has two storage towers holding a combined capacity of 1.5 million gallons (mg).
Wells #3 and 4, and well#5 when it is installed, are connected to one of the towers. Table 9 shows
that although storage is adequate now, an additional 2.0 mg of storage will need to be built to meet
future needs. Again, some reduction in expected demand could save the city some facility cost.
The plan calls for the addition of four more wells (#6-9) by the year 2020. The projected need for
wells is based on Table 6 assumptions which were difficult to ascertain because of data labeling
questions. However, we agree with the conservation premise stated in the text that espouses
reductions in both per capita and maximum daily demand. Strict adherence to these goals might even
lead to further reductions in the need for new facilities. The CIP is addressed in comments for Part
IV.
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The city of Andover recently emerged as number 1239 on the Minnesota Department of Health
(MDH) list of priorities for wellhead protection plans. However, Andover has already initiated the
first steps in a wellhead protection program and aquifer analysis, focusing on the continued ability
of the Hinckley and Ironton-Galesville Aquifers to meet the city's needs. The city does devote some
resources to regular water level monitoring.
Part II - Emerllencv Planninll (Oberts. EPE)
The Andover emergency preparedness plan focuses on the procedures the city will follow in
responding to potential or real water shortages. Although the phone list is understandably not
included, the city should make it sure that adjacent community, city administration and state
emergency responders are all contained on the list. The emergency reporting form is a very good
idea and has been used by the Council as a model for other cities to follow.
Figure 5 shoes that Andover and Coon Rapids are connected in five locations. The plan also states
that Andover can connect hydrant-to-hydrant with Anoka for additional emergency back-up.
Connecting to these two neighboring suppliers would add additional protection in the event
Andover's groundwater source became contaminated, since these suppliers use the Drift, Prairie du
Chien-Jordan and Franconia Aquifers.
The plan discounts the possibility of using the Mississippi River as a future source of water. The
Council would like to urge communities along the river in the northwest part of the region to begin
thinking in longer terms about the possibility of cooperating on a supplemental Mississippi River
source. The quantity of water available from the river at this location far surpasses the amount used,
whereas most the communities along the river rely on the finite groundwater resource.
The discussion on demand reduction measures indicates that the city has begun to address peak uses
through public education on sprinkling, as well as mandatory odd/even sprinkling and limited hours
(no sprinkling from 12:00 PM to 6:00 PM). Although many cities have thought about limited hours,
very few have instituted the practice, much to Andover's credit. The very high peak demand,
however, continues in the city, most likely the result of tremendous new growth and the establishment
of lawns. Continuing the education and sprinkling limitation efforts will hopefully lead to peak use
reductions as the city matures and needs less landscaping water.
The emergency plan contains details on how the city enforces its water use limits, including copies
of water use restriction notices and warning letters to violators.
The final section in the emergency plan addresses emergency power and labor. The city is
considering obtaining a power generator for emergency use at some of its wells. This approach is
encouraged.
Part III - Water ConseIVation Plan (Oberts. EPE)
The role of conseIVation in Andover is to reduce demand, improve use efficiency and reduce loss and
waste. The plan can also lead to postponed or elimination of large capital facilities costs.
The statements on water conseIVation potential reflect demand information from earlier in the plan. ~
The statements in this portion of the plan, however, do not exactly match those earlier relative to per ~
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capita demand. That is, Table 6 shows that overall and residential per capita will decrease through
2020, but page 42 speaks of slightly increased per capita. Some clarification is needed.
All Andover customers are metered and there is a program to check all meters for accuracy and to
replace all meters over 10 years old.
There currently is no water audit, nor leak detection and repair program because of the relatively
minor unaccounted for losses in the system. The city will continue to closely monitor unaccounted
for losses and will develop a program as needed.
Andover uses a uniform rate structure, which it claims has been an effective conservation measure.
Although a uniform rate structure means that every gallon used is the same price, it has not quite
been proven to be effective in holding down water use because of its low initial price and its
inelasticity (little demand response to increasing price). The city charges a base rate (service charge)
of $6.30 per quarter, with water priced at $1.10 per 1,000 gallons, and a minimum quarterly charge
of $8.30. The city will continue to evaluate changes in its rate structure. No information is given on
connection and assessment charges.
The regulations used by the city have been previously covered. The education program will be
continued, with the use of bill staffers, PSAs, school curricula, and direct mailings. Most emphasis
in the past has been on lawn sprinkling. The city does not have a retrofit or pressure reduction
program.
Part N. Metrooolitan Area Plan Elements (Uttlev. OLA: Oberts. EPE)
Many of the required elements from this section of the plan are contained throughout the plan. The
policies were contained in the water system description, while some objectives have been stated
throughout. The plan could be embellished by using objectives to emphasize the positive actions the
city is taking to use water wisely. For example, it is Andover's objective to reduce overall per capita
water use steadily through 2020...to continue holding unaccounted for water well under 10%...to
reduce the maximum-to-daily average use ratio...to finish its wellhead protection program in advance
of a state mandate to do so, etc.
The Official Controls section of the plan provided information on the city's use of regulations to
accomplish its objectives.
The capital improvement program (CIP) included in the plan and supplemental information in a
letter do not satisfy the requirement for an official CIP, as defined in Minnesota statute (section
473.852, subdA). The Council has submitted a previous request for an improved CIP, prepared and
submitted in accordance with the state law.
The guidelines call for the water supply plan to identify the impact that its adoption will have on the
rest of the local comprehensive plan. Supplemental information submitted by letter indicates that
this Water Supply Plan is based on the local comprehensive plan and the Comprehensive Water System
Plan Update, dated 1987, and the 1988 Supplemental Report 10 the Comprehensive Plan Update.
However, the letter provides no specifics or maps relating the water system to the existing plan, the
MUSA location, future staging, etc. It states that the city views this Water Supply Plan as "an interim
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LIt Rosene
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Engineers & Architects
Otto G. BonestroO, P .E.
Robert W. Rosene. '.E,-
Joseph C. Anderllk. P .E.
Marvin L Sorvala. '.E.
Richard E. Turner. P,E.
Glenn R. Cook. P.E.
Thomas E. Noyes. '.E.
Robert G. Schunlcht. r.E.
Susan M. Eberlin. c.p.A.
. Senior ConsLdtant
How.-d A. Sanford. _
Keith A. Gordon., '.E.
Robert R. PfeUerle, P.E.
Richard W. foner. '.E.
Oavld O. Laskor.. '.E.
Robert C. Russell.. ^.I."".
Jerry A. Bourdon. P.E.
MNIt A. Hanson. '.E.
Mlchul T. Rautm"". '.E.
Yed K. Field. ".E.
Thomas R. Anderson. A.I.A.
James R. Roservnerkel. '.E.
Donald C. Burgardt. P.E.
ThomaS A. SyfkO. '.E.
frederiC J. Stenborg. P .E.
Ismael Martinez. P.E.
Michael P. Rau. P.E.
ThOmIS 'II. Peterson, ".E.
December 11, 1995
Mr. Gary Oberts
Metropolitan Council
Mears Park Centre, 230 East Fifth Street
St Paul, Minnesota 55101
Michael C. Lynch. P.f.
James R. Maland. P.E.
Jerry D. Pertuch, P.E.
Scott J. Arganek. P.E.
Kenneth P. Anderson. P.E.
Marll: R. Rolfs. P.E.
Marll: A. Selp. P.E.
Gary W. Morlen. P.E.
Paw J. Gannon. A.LA.
Daniel J. Edgerton, P.E.
A.. Rick Schmidt. r.E.
Dale A. Grove. r.E.
Philip J. Caswell. P.E.
Mark O. Wallis, P.E.
Miles B. Jensen. P.E.
L Phillip Gravel. P.E.
Karen L Wlemert. P.E.
Gary D. Krlstotltz. P.E.
Brian K. Gage. P.E.
F. Todd foster. '.E.
Keith R. lapp. P.E.
Douglas J. Benoit. P.E.
Shawn D. Gustafson. P.E.
Ceclllo Olivier, P.E.
Kent J. wagner. P.E.
Paul G. Heuer. P.E.
John P. Gorder. P.E.
Dan D. Boyum. '.E.
Jeffrey J. Ehlerlnger. '.E.
Joseph R. Rhein. ,.E.
Lee M. Mann. '.E.
Charles A. Erickson
Leo M. pawelsky
Harlan M. Olson
Agnes M. Ring
James F. Engelhardt
C eP~ ~ '\.1
,~ur 1
Re:
Water Supply And Distribution Plan
Andover, Minnesota
Our File No. 17164
Met Council Referral File 15796-7
Dehr Gary:
This letter provides additional information requested in your June 15, 1995 letter. I think the best
place to start is to review the objectives of Andover's Water Supply Plan. The remainder of this
letter can then address the specific issues in your letter.
Objectives of Andover's Water Supply Plan
As you know, the City of Andover has experienced rapid growth lately. This growth has been both
inside and outside the MUSA boundary, and it has been difficult to predict future trends for MUSA
expansion. The City is currently in the middle of reworking a number of planning documents that are
required for a more detailed and accurate Comprehensive Water Supply and Distribution Study.
Some of these planning documents include Land Use Plan, MUSA expansion alternatives, planned
developments. and GIS/Mapping.
The City realized that the Water Supply Plan could only be as accurate as the planning documents
from which the plan is based. Therefore, Andover has decided to comply with Chapter 186 by
preparing an interim planning document. This document is expected to be updated in the next few
years, as better planning information is in place. With that in mind, the Water Supply Plan for
Andover had the following objectives.
~ Comply with Agency requirements for Emergency and Conservation Planning
~ Comply with the minimum requirements for Metropolitan Area Communities
~ Serve as a basis for a future, more detailed analysis of the water system
~ Provide an interim CIP for supply and storage facilities to allow the City time to begin the
planning process for these facilities. (These facilities are the most critical components in
terms of cost and time to build)
2335 West Highway 36 · St. Paul, MN 55113 · 612-636-4600
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The future update will provide more detailed analysis of the required trunk water system, based on
-1 more accurate determinations ofland use and service area. The update will also include better maps,
u and a more detailed Capital Improvements Plan. We also intend to review the effectiveness of the
Conservation and Emergency Plans and make modifications as, required.
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Specific Comments - Gary Oberts Letter
1. Interim Strategy for Nonpoint Source Reduction: The City has adopted the requirements of this
Strategy and enclosed with this letter is a copy of the City's resolution for adopting the National
Urban Runoff Program (NURP). '
James Uttley Memo
1. Overview: Most of Part IV. of the Guidelines is a restatement of Parts I through III. We have
chosen to include the special requirements of the Met Council in the main body of the report.
2. Official Controls: The Guidelines state that this section should "Identify the ordinances and
regulations that will be used to achieve the objectives and components of the water supply plan."
The following may help clarify what is adopted policy and what is planned. In addition, the Water
Supply Plan has been adopted by the City Council, contingent upon approval from the
Metropolitan Council and the Department of Natural Resources.
Objective:
Controls:
Objective:
Controls:
Conserve Water
Outlined on pages 43, 44, and 45. Please carefully read this section - I feel it
clearly distinguishes between existing and pIannedcontrols. At this time there are
no other ordinances proposed. If the existing ordinances and procedures do not
have the desired effect, they will be re-evaluated.
There appears to have been a misunderstanding about the capability of the system
to adequately supply enough pressure in the event of a fire. On page 45, the Plan
states that a system wide pressure reduction program is not an acceptable water
conservation option for Andover because it would result in "reductions of
available fire protection." This discussion is meant to explain why a pressure
reduction program is inappropriate - not that there is a problem with the current
system.
Improve Emergency Preparedness
Shan-term Demand Reduction and Water Allocation - The existing controls and
enforcement are listed on pages 36 and 37. Examples are shown on pages 38 and
39. As shown in Table 4 (pg. 14),94% of Andover's water use is First Priority
(except for that portion used for residential lawn sprinkling). All other users are
categorized as Second Priority. Allocation of water in an emergency would
concentrate on elimination of Sixth Priority usage (lawn sprinkling). The City will
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continue to catagorize water users by Priority Type.
Emergency Procedures - This section of the report (pg. 29 - 41) provides general
and specific procedures to follow in the eyent of an emergency. No official
controls are required.
Recommendations - During the course of this report several recommendations
were made for further analysis (pg. 4 - Items 1, 2, 3). These areas were
determined to be the "weak links" in the Andover Water System and will be the
subject of future study.
Objective:
Evaluate the Adequacy of Andover's Water System
Controls:
The City Council has adopted this report to serve as the basis for future additions
to their water system. Specific recommendations have been made for further
study (pg, 4 - Items 1-6).
Official Controls Not Specifically Mentioned in the Plan: All water main plans must be
prepared in accordance with the Water Supply and Distribution Plan.
Water rates and system financing is discussed below.
3. Capital Improvements Program (CIP):
The CIP provided in Andover's plan serves the following purpose: establish the cost and anticipated
timing of supply and storage facilities. Since the design and construction of these facilities takes two
years, it is important to begin the planning process as soon as possible. Supply and storage facilities
are funded through trunk and connection charges. A more accurate and complete CIP will be
included in future updates of this plan.
Trunk and local water main construction is dependent on development and completely funded
through trunk and connection charges.
Water rates cover the cost of operation and maintenance of the water system.
4. Impact on the Local Comprehensive Plan:
The Water Supply and Distribution Plan was prepared based on the Comprehensive Plan of the City.
The Comprehensive Water System Plan Update date April, 1987 was updated in 1988 with the
Supplemental Report to the Comprehensive Plan Update. This report analyzed the present water use
and projected water system needs for the 1995-2000 time fram.e. Information from that report was
incorporated into the Water Supply Plan The results of the Water Supply Plan will be of use to the
City Planning Department as they address the impact future land use planning and economic
development has on the water system. As mentioned at the beginning of this letter, the City is in the
process of updating some of the planning documents.
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The future demand forecasts were calculated by evaluating the maximum day to average day ratio,
residential population (existing and forecasted) and land use. The Water Supply Plan assumes that
all development/growth before the year 2000 will occur within the MUSA boundary. Expansion or
changes to the MUSA boundary will lead to water system expansion as well. No attempt was made
at this time to identify the exact location of MUSA expansion. ' Until the MUSA boundary changes
and the City plans for growth, it is not feasible to study system expansion outside the boundary. At
that time, the distribution system computer model would be updated to provide information for a
detailed analysis of future supply and storage needs and to accurately size future trunk piping.
If you have any further questions please call.
Sincerely,
Mark D. Wallis, P.E.
cc: Scott B. Erickson P.E., Andover City Engineer
Jim Japs, Minnesota Department of Natural Resources
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1 \11 Associates
Engineers & Architects
December 10, 1995
Sonestroo. Rosene. Anderllt and Associates. IncW" ^"Irmarlve Action/Equal Opportunity Employer
Ono G. Bonestroa. P.E. Howard A. Sanford, . Michael C. Lynch. P.E. Brian K. Gage. P,E.
Robert W. Rosene. P.E.. Keith A. Gordon.. P.E. James R. Maland. P.E. F. Todd Foster. ".E.
Joseph C. Anderllk. P.E. Robert R. Pfefferle, P.E. Jerry O. Pertzsch. P.E. Keith R. Yapp, P.E.
Marvin L. Satva'a. P.E. Richard W. Foster. P.E. Scon J. Atganek. P.E. Doyglas J. Benoit. ".E.
Richard E. Turner. P.E. David O. Loskora, P.E. Kenneth P. Anderson. P.E. Shawn O. Gustafson. P.E.
GleM R. Cook. ,..E. Robert C. Russek.. ".I.A Mark R. Rolfs. ".E. Cecilia Olivier. P.E.
Thomas E. Noyes. P.E. Jerry A. Bourdon. P.E. Mark A. Seip. P.E. Kent J. Wagner. P.E.
Robert G. Schunlcht. P.E. Mark A Hanson. P.E. Gary W. Marlen. P.E. Paul G. Heuer. P.E.
Susan M. Eberlin. C.P.A.- Michael T. Rautmann. P.E. Paul J. Gannon. A.I.1+.. John P. Gorder. P.E.
. Senior Consultant Ted K. Field. P.E. Daniel J. Edgerton. P.E. Dan O. Boyum. P.E.
Thomas R. Anderson. A.I.1+.. A. Rick Schmidt. P.E. Jeffrey J. Ehlerlnger. P.E.
James R. Rosenmerkel. P.E. Dale A. Grove. P.E. Joseph R. Rhein. P.E.
Donald C. 'Burgardt. P.E. Philip J. Caswell. P.E. Lee M. Mam. P.E.
Thomas A. Syfko. P.E. Mark O. Wallis. P.E. Charles A. Erickson
Frederic J. Stenborg. P.E. Miles B. Jensen. P.E. Leo M. Pawelsky
Ismael Martinez. P.E. L Phillip Gravel. P.E. Harlan M. Olson
Michael P. Rau. P.E. Karen L Wlemerl. P.E. Agnes M. Ring
Thomas W. Peterson. P.E. Gary D. Krlstoflu. P.E. James F. Engelhardt
Mr. James Japs
Minnesota Department of Natural Resources
500 Lafayette Road
St. Paul, Minnesota 55155-4032
11
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Re:
Andover's Water Supply Plan
Our File No. 17164
LJ
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This letter provides additional information requested in your October 27, 1995 letter. I think the best
place to start is to review the objectives of Andover's Water Supply Plan. The remainder of this
letter can then address the specific issues in your letter.
Objectives of Andover's Water Supply Plan
As you know, the City of Andover has experienced rapid growth lately, primarily in the residential
sector. This growth has been both inside and outside the MUS A boundary, and it has been difficult
to predict future trends for water use. Over the next several years the City will be reworking a
number of planning documents that are required for a more detailed and accurate Comprehensive
Water Supply and Distribution Study. Some of these planning documents include Land Use Plan,
MUSA expansion alternatives, planned developments, and GIS/Mapping.
A part of this planning process will include water conservation. The City views water conservation
as a viable alternative source of water. The City will be evaluating many of the recommendations
made in your letter, especially as they pertain to future commercial/industrial growth. The City has
the opportunity to include conservation measures before commercial/industrial growth rather than
try to enforce something after the fact.
2335 West Highway 36 · St. Paul, MN 55113 · 612-636-4600
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Specific Comments
Part I. Water Supply System Description and Evaluation
A. Analysis of Water Demand
Per Capita Water Use
Figure No.3 on page 11 of the Andover Water Supply Plan has been redeveloped to include the
City's Total Per Capita Water Use and is attached on the following page.
CORRECTION: In Table 2 on page 12 please make the following corrections:
1. For the year 1993: Insert 220,188,000 gallons in place of 267,356,000 gallons
under Annual Residential Water Usage and insert 74.68 gpcd in the place of
90.67 gpcd under Per Capita Water Use.
2. For the year 1994: Insert 342,528,000 gallons in place of 365,528,000 gallons
under Annual Residential Water Usage and insert 101.07 gpcd in the place of
107.88 gpcd under Per Capita Water Use.
3. For the average row: Insert 96.82 gpcd for 98.72 gpcd under Per Capita
Water Use.
The new Figure No, 3 illustrates both the total water use per capita over the past 12 years based on
total water usage in Andover and the residential water use per capita based solely on residential
water use (water use by institutional, commercial/industrial or any other user is not included). The
new average residential water use per capita over the last 12 years, based on the changes mentioned
above, is 96.82 gpcd. Between 1983 and 1994 the City's total water use per capita varied from
117.65 to 107.88 gpcd reaching a high in 1988 of 135.06 gpcd due to the dry weather conditions.
The average total water use per capita is 107.02. The average difference between the average total
water use per capita and the residential water use per capita is approximately 10 gpcd. Through
informing the public about conservation practices (such as the most effective time to water lawns)
and awareness of water trends and land usage, the City hopes to decrease the per capita water use
over high demand periods.
Seasonal and Peak Water Demands
The last column in Table 5, page 16, lists the average daily demands for each year based on the total
water demand for the City. At this time, the majority of the water demand comes from residential
users (12 year average - 90.1 %). As Andover's commercial and industrial sectors grow, it will
become more important for the City to record daily demands for these users. At this time, however,
these records are not available.
Comparing minimum month, maximum month, maximum day, and average day demands provides a
good estimation of the total water use that is used for peak demands such as lawn watering, car
washing, etc.
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Definitions of Customer Catel!:ories
For the most part, Andover's Customer Categories are defined as listed in the "Guidelines For
Developing Emergency and Conservation Plans" but will be repeated here for clarification.
Residential. Water used on a domestic basis. Such uses include;'drinking, food preparation, bathing,
washing clothes and dishes, flushing toilets, and watering lawns and gardens.
Conunercial. Water used by motels, hotels, restaurants, office buildings, commercial facilities, and
institutions, both civilian and military.
Institutional. Hospitals, nursing homes, day care centers, schools, and other facilities that use water
for essential domestic requirements.
Other. Water used for flushing existing water mains and new street projects. fighting fires, city
sprinkling and use and unaccounted for water due to water main leaks, breaks, meter inaccuracies,
etc..
Part n. Emergency Planning For Public Water Suppliers
Emergency Response Procedures
Emerl!:encv Telephone List and SOP Manual
The City's copy of the Plan has an Emergency Phone List. As shown on page 32, the phone list is
omitted in the public review copy. An emergency phone list and standard operating procedures
(SOP) will be included in future revisions of this plan.
Demand Reduction ProcedureslPotential
At this time residential usage makes up the majority of the water demand as Table 4 on page 14
illustrates. Also, a good portion of the commercial and industrial water use can be attributed to non-
essential uses. Therefore, at this time, demand reductions for commercial and industrial users, other
than sprinkling bans, would not noticeably affect the overall water use. Again, as these customers
categories become more of a factor on water demands, demand reductions procedures will be
intensified and demand potentials will be evaluated. Water use by institutional users is mainly for
domestic use.
The City's water users fall under three of the six water use priority categories: first, second, and sixth
Priority. Potential water savings would demand heavily on the residential conservation and reduction
measures outlined in the "Water Conservation Plan" section of the report, beginning on page 42.
These measures will be monitored and evaluated from year to year to determine their effectiveness.
Demand reduction for each of these Prio~e~ was discussed in the previous paragraph.
Short Term Demand Reduction B~res
The measures outlined on page ~ are applied to all customer categories. As the City's commercial
and industrial sectors develop, the implementation of additional demand reduction procedures will
be evaluated. As emergencies arise due to watermain breaks, power outages, etc., water bans will
be implemented at the extent required of the emergency.
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Definitions of Customer Categories
For the most part, Andover's Customer Categories are defined as listed in the "Guidelines For
Developing Emergency and Conservation Plans" but will be repeated here for clarification.
Residential. Water used on a domestic basis. Such uses inc1ude;'drinking, food preparation, bathing,
washing clothes and dishes, flushing toilets, and watering lawns and gardens.
Commercial. Water used by motels, hotels, restaurants, office buildings, commercial facilities, and
institutions, both civilian and military.
Institutional. Hospitals, nursing homes, day care centers, schools, and other facilities that use water
for essential domestic requirements.
Other. Water used for flushing existing water mains and new street projects. fighting fires, city
sprinkling and use and unaccounted for water due to water main leaks, breaks, meter inaccuracies,
etc..
Part n. Emergency Planning For Public Water Suppliers
Emergency Response Procedures
Emergency Telephone List and SOP Manual
The City's copy of the Plan has an Emergency Phone List. As shown on page 32, the phone list is
omitted in the public review copy. An emergency phone list and standard operating procedures
(SOP) will be included in future revisions of this plan.
Demand Reduction ProcedureslPotential
At this time residential usage makes up the majority of the water demand as Table 4 on page 14
illustrates. Also, a good portion of the commercial and industrial water use can be attributed to non-
essential uses. Therefore, at this time, demand reductions for commercial and industrial users, other
than sprinkling bans, would not noticeably affect the overall water use. Again, as these customers
categories become more of a factor on water demands, demand reductions procedures will be
intensified and demand potentials will be evaluated. Water use by institutional users is mainly for
domestic use.
The City's water users fall under three of the six water use priority categories: first, second, and sixth
Priority. Potential water savings would demand heavily on the residential conservation and reduction
measures outlined in the "Water Conservation Plan" section of the report, beginning on page 42.
These measures will be monitored and evaluated from year to year to determine their effectiveness.
Demand reduction for each of these Priori~e~ was discussed in the previous paragraph.
Short Term Demand Reduction B~res
The measures outlined on page)& are applied to all customer categories. As the City's commercial
and industrial sectors develop, the implementation of additional demand reduction procedures will
be evaluated. As emergencies arise due to wutermain breaks, power outages, etc., water bans will
be implemented at the extent required of the emergency.
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Note that the City of Andover's sprinkling ban does include a total ban between the hours of 12:00
PM and 6:00 PM, in addition to an odd/even ban, both of which are an acceptable water conservation
practice.
Procedures for Water Allocation
Andover's users are covered under the first, second, and sixth water use priorities. Again, the water
use that falls under these priorities can be quantified as mentioned previously in this letter.
Enforcement
The City's sprinkling bans apply to all customer categories. Please note the enforcement listed on
pages 37,38 and 39. Please call if these pages were omitted from your copy.
Part m. Water Conservation Plans for Public Water Suppliers
Conservation Goals
As shown in Table 6, page 18, the City's goal is to reduce residential per capita water use is
approximately 13% (from 108 gpcd to 94 gpcd) by the year 2000 and another 16% by the year 2020.
The system's unaccounted for water is already considerably lower than AWW A standards of 10%.
The City will strive to maintain the water system in its current condition so that the percentage of
unaccounted for water does not increase.
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Water Conservation Potential
,The strongest conservation potential lies in non-essential water use for all customer categories,
especially residential use. At this time, commercial and industrial demands are not noticeable factors
in the overall water demand, therefore, conservation potential for these users have not been
individually determined.
Estimating the volume of water used for nonessential uses was discussed earlier in this letter under
Seasonal and Peak Water Demands. The City plans on reducing this volume by measures outlined
in the Water Conservation Plan section of the report.
Metering
The City has a regular meter testing program. Water rates cover meter testing and repair costs.
Water Audit. Leak Detection
Because Andover's water system is relatively new, water audits are performed on an "as required
basis" meaning when a noticeable change in water usage occurs. In the future water audits will
become more important in maintaining a solid system. The City will evaluate the frequency of water
audits and leak detection yearly. The City annually calculates unaccounted for water. If the
unaccounted for water changes markedly, the City will recalibrate the well meters and look closer at
the residential meters.
Enfo rcementlRepllatio n
This was discussed in our comments for Part II.
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Information and Education
Refer to page 39 for an example of the City's lawn watering information. Note that on page 44 the
City says that it will continue these efforts.
Adoption of Plan & Implementation Schedule
The City is aware that the Water Supply Plan is required to be updated every ten years. The City of
Andover is in its preliminary stages of conservation planning and will include a detailed
implementation schedule in its next update of the Water Supply Plan.
Andover has already implemented a number of proactive conservation measures. The effectiveness
of these measures will be evaluated annually. As additional commerciaVindustrial growth occurs, the
plan will be revised accordingly.
If you have any further questions please call.
Sincerely,
Mark D. Wallis, P.E.
cc: Scott B. Erickson, P.E., Andover City Engineer
Gary Oberts, Metropolitan Council
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CITY of 'ANDOVER
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1685 CRpSSTOWN BOULEVARD N,W.,' ANDOVEF!.MINNESOTA 55304 . (612) 755-5100
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RECEIVED
DEe 0 8 1995
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Mark Wallace , ,
, Bonestroo, Rosene, Anderlik & Associates'
'2335 W. Trunk Highway 36 ' ,
St. Paul, MN 55113,
Re: Water Supply PI~n'li1formatic:m/Project 94-23
Dear Mr. Wallace: '
BONESTROO,ROSENE,
ANDERllK & ASSOCIATES. INC.
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I have received the information you sent regarding the Metropolitan Council's
Model Storm Water Management Ordinance requirements.
Upon reviewing the requirements, it appears that the City of Andover has
already adopted the requirements that are outlined in this document. Attached
is a resolution adopting the National Urban Runoff Program (NURP).
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The second requirement that is'necessary Is for the City to adopt Best
Management Practices, which the City has adopted in our Water Resource '
Management,Plan, adopted in January,1993 and also adopted by resolution.
believe BRA does have a copy of this document if you need to review it,
specifically the section on Storll1 Water Management, Page 25, Section 3.2 A.
have also included Resolution No. R084-92. ' '
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It appears this should satisfy the Metropolitan Council's storm water
, requirements. Please submit with the Water Supply Plan. If any additional
information is necessary from the City ora submittal from the City is required let
me know.'" ,
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If you have any questions, feelfree to ~ontact me at 155-510q, ext. 130.
Sincerely,
d;,;f' cfJ~ '
Scott Erickson, P.E.
City Engineer
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~9gular Andover City Council Meeting
Minutes - January 19, 1993
Page 7
(Non-Discussion Items, Continued)
11. Approve Water Resource Management Plan
16. Approve Kennel License Renewal/Hobnail Dalmatians
17. Declare City Hall Smoke Free
18. Boundary Commission (appoint Ken Orttel as resident
representative and Larry Dalien as Council representative)
19. Appoint Election Judges (See Resolution R01S-93)
20. Approve Summary of Garbage Hauler Ordinance
21. Receive December Financial Statements as amended, noting the
change that the Council received this evening
22. Amend 1993 General Water and Sewer Fund Budgets (See
Resolution R016~93)
23. Accept Kob's 1st Addition Streets (See Resolution R017-93)
24. Accept Easement/Lot 1, Block S, Meadows of Round Lake
2S. Approve Speed Limit/University Avenue north of County Road
60 (See Resolution R018-93)
26. Approve Revised Grading Plan/Pheasant Meadows (See
Resolution R019-93)
27. Approve Plans and Specs/IP92-20/Woodland Creek 3rd (See
Resolution R020-93)
28. Accept Petition/Echo Ridge/IP92-29 (See Resolution R021-93)
30. Approve Final Payment/IP91-10/1S9th Lane, Swallow, Quinn
(See Resolution R022-93)
32. Release Escrow/Holmberg Addition
Motion carried unanimously.
APPROVE SIGNAL/CROSSTOWN AND BUNKER LAKE BOULEVARDS
.......The Council questioned the need for a signal at this intersection,
feeling there are other areas in the City that are more of a problem.
Also, since the county plans to upgrade Bunker Lake Boulevard within the
next few years, if a signal is to be placed there, it should be a
temporary one. Council asked for some justification for a signal at
that intersection as opposed to other intersections such as 143rd and
Round Lake Boulevard and 147th and Seventh Avenue. Also, it was
suggested if a temporary signal is accepted, the City should start
budgeting for the permanent one.
MOTION by Jacobson, Seconded by Perry, Council approve the installation
of temporary signalization at the intersection of Bunker Lake Boulevard
and Crosstown Boulevard on the condition that the county provide the
City with justification that it does meet warrants. Motion carried
unanimously.
APPROVE BIDS/RECYCLING PICK UP
Cindy DeRuyter, Recycling Coordinator, reviewed the bids for removing
recyclables from the Recycling Building. The cost of the low bid will
actually result in less cost to the City than the current pickup with
Staff help. There are sufficient funds to do this.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R084 -92
A RESOLUTION ADOPTING THE RECOMMENDATION OF THE METROPOLITAN
COUNCIL TO INCORPORATE MANAGEMENT STANDARDS FOR THE PROTECTION OF
WETLANDS AND AREA SURFAGE WATER QUALITY INTO THE ANDOVER
COMPREHENSIVE PLAN AND OFFICIAL CONTROLS AND INCORPORATE THEM IN
THE CITY'S LOCAL STORMWATER PLAN.
WHEREAS, the Metropolitan Council has requested that the
City incorporate into the comprehensive plan and the local
stormwater plan management standards for the protection of
wetlands and area surface water quality; and
WHEREAS, the City is aware that the Metropolitan Council
is requiring local governments to adopt management standards for
the protection of wetlands and area surface water quality; and
WHEREAS, the City realizes that the future expansion of
the Metropolitan Urban Service Area (MUSA) within the City is
contingent upon the City adopting and following the policies of
the Metropolitan Council; and
WHEREAS, the City understands a model ordinance will be
made available to assist the City in implementing the management
standards; and
WHEREAS, the City will adopt management standards in a
timely fashion upon reviewing the model ordinance.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of
the City of Andover hereby adopts the following management
standards and requirements as directed by the Metropolitan
Council:
1. The Minnesota Pollution Control Agencies (MPCA) "urban best
management practices" titled Protecting Water Quality in Urban
Areas or an equivalent set of standards;
2. Design standards for new stormwater ponds that will reduce the
contaminant loadings from surface water runoff, such as the
National Urban Runoff ~rogram (NURP) design criteria; and
3. The City, upon Metropolitan Council adoption and
implementation of the management standards, will require the pre-
settling of runoff in sedimentation basins prior to the discharge
of runoff to wetlands.
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?age Two
Resolution
Met. Council Management Standards
City Council Meeting
June 2, 1992
Adopted by the City Council of the City of Andover on this 2nd day
of June, 1992.
CITY OF ANDOVER
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Ke e D. Ortte ,Mayor
ATTEST
Vi~~V~ity Clerk
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Minnesota Department of Natural Resources
5011 1."I"y"II" Ro"d
51. !',wl. ~lil1l1"'OI" 55155,~1l_32
October 27, 1995
Mr. Scott Erickson
City Engineer
City of Andover
1685 Crosstown Boulevard NW
Andover, MN 55304
Dear Mr, Erickson:
PUBLIC WATER SUPPLY EMERGENCY AND CONSERVATION PLAN REQUIREMENTS, CITY OF
ANDOVER
The Department of Natural Resources (DNR) has completed its review of the City of Andover "Water
Supply Plan.. The Department supports Andover's long teon water supply planning efforts.
Attached are specific comments and recommendations which will need to be addressed before the DNR
can give final approval to the Andover .Water Supply Plan." One major item that the plan does not
effectively address is establishment of long-teon conservation goals for demand by customer category,
which is essential for measuring the success of long-teon conservation planning. This is a significant
issue which will need to be better addressed in the plan.
Please review the attached comments and submit a revised emergency and conservation plan prior to
January 1, 1996. An approved water emergency and conservation plan will help expedite future plan
and peonit approvals for new wells.
Thank you for your cooperation. If you have any questions, please contact David Johnson at (612) 296-
0512.
enclosure
cc:
David Johnson, Penn its Unit
Tom Hovey, Area Hydrologist
Marie. Wallis, BRA and Associates
Gary Oberts, Met Council
Dick Clarie., MN Department of Health
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EMERGENCY AND CONSERVATION PLAN REVIEW - COMMENTS
City of Andover
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This section of the plan (ie. permit number, contacts, population) Is well wrmen and is approved. c"
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A. ANALYSIS OF WATER DEMAND.
PART I. WATER SUPPLY SYSTEM DESCRIPTION AND EVALUATION
Summarv of Historic Water Use
This section of the plan is well written and is approved.
Per CaDita Water Use
Separate figures for residential and total per capita water use must be discussed In this section of
the plan. A projection of water use for human health and sanitation will be Important for allocating
water during periods of emergency. In addition, one of the goals for long-range conservation
planning should be an overall reduction In residential per capita use.
Water Demand bv Customer Cateaorv
This section of the plan is well written and is approved.
u Laroe Volume Customers
This section of the plan is well written and is approved.
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Seasonal and Peak Water Demands
The presentation and discussion of data in the plan are good, however, typical daily demands
should be discussed for all customer categories. It is quite probable that a potentially significant
reduction of water use could be found in these categories of water users. The city should provide
an estimate of the percent of total annual water use that is used for peak demands, including lawn
watering.
B.
TREATMENT AND STORAGE CAPACITY.
Water Treatment Plant CaDacitv
This section of the plan is well written and is approved.
StoraQe CaDacitv
This section of the plan is well written and is approved.
C. SOURCE OF WATER SUPPLY.
This section of the plan is well written and is approved.
D. ADEQUACY OF SYSTEM TO SUPPLY DEMAND.
This section of the plan Is well written and is approved. We support the city's plans to install water
level indicators in production wells and evaluate water level data to determine trends and the
adequacy of the resource to meet future needs.
E. SUMMARY OF DATA.
This section of the plan is well written and Is approved.
F.
DEFINITIONS OF WATER USE CATEGORIES
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Dafinitions of customer categories are missing from the city's plan. The city should add these to
the plan, especially if it's definitions of customer categories are different from those used in the
DNR guidelines.
PART II. EMERGENCY PLANNING FOR PUBLIC WATER SUPPLIERS
EMERGENCY RESPONSE PROCEDURES
EmerQencv teleohone list and SOP Manual
A phone list of local and agency contacts is missing from the plan. To ensure a quick and
appropriate response to a system emergency, we recommend that the emergency phone list and
standard operating procedures be posted conspicuously at all appropriate water supply system
facilities. A detailed standard operations plan will help to ensure that any emergency situations
are dealt with quickly and in the proper manner.
We recommend that the city develop standard operating procedures (SOP) that are to be
followed in the event of a water emergency. A list of SOP will help to ensure that an emergency is
dealt with in the appropriate manner consistent with other community emergency plans.
The consultant recommends that the city consider coordinating emergency response procedures
with any existing county or regional emergency response plans. For the next revision of the plan,
the city must distinguish between consultant's recommendations and action items that will be
implemented by the city.
Current Water Sources and Service Area
We strongly recommend that the emergency plan, phone lists, standard operating procedures.
well information and map of the system be developed in a stand alone fashion and placed at key
locations within the utility. Rapid access to Information may be critical in an emergency situation.
u Procedure for Auomentina Water Suoolles
This section of the plan is well written and is approved, We recommend that a copy of any
.., cooperative agreement regarding interconnections be included in the plan.
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Coniunctive Use
This section of the plan is well written and is approved.
Alternative Sources of Water
This section of the plan is well written and is approved.
Demand Reduction Procedures/Potential
The plan identifies residential lawn sprinkling as the primary target for demand reduction. As
outlined in the plan guidelines, the city will need to identify potential demand reductions for all
customer categories and the appropriate measures to achieve demand reduction goals. A
detailed investigation of water savings will make it much easier for the city to allocate water in
times of declared water shortages or emergencies. How will goals of 10.20 and 50 percent
reduction be met?
The city will need to identify potential water savings for all customer categories. This analysis
'lhould include demand reductions for each of the six water use priority categories established by
Minnesota Statutes. The potential for seasonal water savings will also need to be addressed.
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Short term demand reduction orocedures
This section should provide more Information on demand reduction potential per customer
category. What measures will customer's implement to reduce water use by 10, 20 or 50 percent?
Customers need to know how to achieve these requested goals. It will be difficult for customers to
know how much water they are saving if they do not know how much water they are using on a
dally basis. '
The primary focus of this section Is emergency measures for summer months (Ie. lawn watering).
This section also should include information and procedures for emergencies during other times of
the year (due to water main breaks, power outages, well contamination, etc.).
While the odd/even sprinkling restrictions mentioned in this section can help to lower peak
demands, they may do little in terms of conserving water. -Irs" ':0 \~ J S:h \ ~-\ ~:.\ s .\rA4 ~ ~
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Procedures for Wat~r Allocation ~s ..;> '''weT'' '
We recommend that the city attempt to quantify daily demand for each of the six water use priority
categories. We also recommend that the city include as a part of it's educational program, a
section on how water will be allocated to customers in the event of an emergency.
J Triaaers
The triggers listed in the plan are acceptable, however, we strongly encourage the city to develop
triggers based on water level data in addition to firm capacity. Resource based triggers would be
extremely important during a sustained, region-wide dry period or drought.
Enforcement
The city's entire enforcement program seems to center on residential lawn watering and the
odd/even day restrictions. The city should examine enforcement procedures and penalties for all
customer categories and water uses. During a water shortage, categories of water use other than
lawn sprinkling may need to be restricted or suspended, and it Is only equitable if enforcement
procedures apply to all customers. Enforcement is more likely to be effective if a violation ticket is
issued immediately rather than added onto a water use bill. Copies of any ordinances relating to
water use restrictions/authorities should be added to the plan.
Water Suoolv Protection
This section of the plan is well written and is approved.
PART III. WATER CONSERVATION PLANS FOR PUBLIC WATER SUPPLIERS
u Role of Conservation
This section of the plan is well written and is approved. We recommend that the city adopt a
n monitoring program to track the success of conservation measures.
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Conservation Goals
What are the specific goals of the long-term conservation program? A part of the planning effort
should be to set long-term goals for measurably reducing water use in each customer category.
Long term residential per capita water use should decrease as conservation measures are
implemented by a community.
Water Conservation Potential
The city wi" need to examine water conservation potential for each customer category using the
information on water demand developed In part one of the plan. This discussion is vital for
tiilvelopment of long range planning and conservation goals as well as successful Implementation
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supply and treatment system improvements.
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An issue of particular concem to the Department is the dramatic increase in summer use which is
attributable to sixth priority (ie. nonessential) water uses. Please provide an estimate of the
volume of water used for nonessential uses and how the city intends to reduce this volume.
Meterino
This section of the plan Is acceptable as written. Does the city have a regular meter testing, repair
and replacement program? Do water rates cover the cost of an ongoing meter testing program?
Water Audit. Leak Detection
The section needs to include infonnation on the frequency of water audits conducted by the city.
As is recommended the plan, does the city intend to cover the costs of a long-tenn water audit
program through the water rate structure?
The DNR recommends that the city consider providing customers with infonnation on home water
audits and/or providing water audit services or kits to customers. Review of monthly customer
water use data could be done to identity potential leakage. Customers with high water losses
could be targeted for home water audits or repair programs such as .Waters Off' which target low
income and elderly customers.
The .Waters Off' program Is currently used by Minneapolis and St. Paul. The city monitors water
bills of elderly and lower income water customers. Water audits are used to detennine if
customers with high volume water use have leaking fixtures, etc. that need to be repaired. The
United Association of Plumbers local 15 and local 34, the Minnesota Mechanical Contractors and
the Plumbing Service Industry Council sponsor and donate time and materials to fIX leaking
appliances and retrofit old fixtures. The city may wish to consider adopting a similar program.
Unaccounted-for water losses are listed at 6 percent, which is very good. The AWlNA
recommends that unaccounted-for losses not exceed 10 percent. The national average for
unaccounted-for water losses Is 7 percent.
Water Rates
Overall, the city uses a unlfonn water rate structure. The unifonn water rate is the minimally
acceptable rate structure and generally is considered to be conservation neutral, unless the unit
price of water is high enough to encourage conservation.
The city should consider monthly billing and meter reading to encourage conservation. We
recommend that the city consider development of an emergency rate schedule for times when
supplies are limited by drought or other conditions. The city should also consider adopting a
seasonal rate structure to deal with seasonal increases in water use.
EnforcementlReaulation
The plan lists state and federal laws as a primary means for the city to conserve water, while the
city's program seems to focus almost exclusively on residential lawn watering. The city should
examine enforcement procedures and penalties for all customer categories and water uses.
During a water shortage, other categories of water use may need to be restricted or suspended,
il.nc:! it !s only equitable if enforcement procedures apply to all. For example, the city may wish to
<i.e.. ?i en ordinance which requires a structure to undergo a retrofit whenever a city pennit is
",oC "c1. Enforcement of city water use restrictions and regulations Is most likely to be effective if
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r-, -The Department is strongly encouraging all public water suppliers to adopt restrictive ordinance.
such as no lawn watering between 10:00 a.m. and 6:00 p,m. for the entire summer, which will help
to more effectively reduce long tenn water use and improve efficiency of application. Studies on
lawn watering indicate that most of the water applied during this lime period i. wasted as It i. lost
to evaporation. In combination with an odd/even restriction, the city might see a reduction of both
daily peak demand. and long-tenn demand.. In addition, are there any ordinance. or
,.., development regulations that discourage conservation by requiring large open turf areas?
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extent they will be implemented by the city. The city must distinguish between consultant'.
recommendations and actulll action items that will be implemented by the city.
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The Department recommends that the city consider adopting demonstration plot.. tours of water
supply and production facilities, allowing water efficient landscaping for lawn., establishing
allowable lawn watering hours. infonnatlonal fliers with billings, a monthly billing cycle, radio and
television advertisements and programs, etc. as a part of its conservation program. The city may
also wish to consider In home water audits or distributing self audit kits to customers.
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Retroflttina
This section of the plan is well writlen and Is approved.
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This section of the plan is well writlen and is approved.
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Adootion of Plan & Implementation Schedule
Please be aware that the emergency and conservation plan is required to be updated every ten
years. The plan should be amended to include an implementation schedule for the management
measures to be adopted by the city. In the implementation schedule, the city must distinguish
between consultant's recommendations and actual action items that will be implemented by the
city.
PART IV. ITEMS FOR METROPOLITAN AREA PUBUC SUPPLIERS
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This portion of the plan wili be reviewed by the Metropolitan Council.
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June 15, 1995
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Mark Wallis
Bonestroo, Rosene, Anderlik & Assoc.
2335 West Highway 36
Sl. Paul, MN 55113
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Re:
City of Andover Water Supply Plan Review
Metropolitan Council Referral File No. 15796-7
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Dear Mark:
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A review of the Andover Water Supply plan by the Metropolitan Council's Office of Local
Assistance, and the Environmental Planning and Evaluation Department found it incomplete for
review for the following reasons:
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- The city of Andover has not adopted the Council's Interim Strategy for Nonpoint Source
Reduction (see enclosed for description of Strategy); and
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- Most of Part IV of the guidelines prepared by the Council and the Minnesota DNR has not
been included in the plan. This section of the guidelines reflects content requirements in the
law intentionally designed by the legislature to relate the water plan to the local
comprehensive plan.
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I have attached a copy of the Office of Local Assistance adequacy review. I understand that Jim
Uttley of the OLA staff has talked with you about the issues contained in the memo. Review of the
plan will be suspended as of today, but can begin again immediately upon receipt of the missing items.
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Please let me know (291-6484) if you would like to discuss any of these matters. I will also be happy
to meet with the city to explain the requirements.
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Gary L Oberts
Sr. Environmental Planner
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cc: Scott Erickson, City of Andover
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An Equal OpportzUllty EmplOllCr
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Working for the Region, Planning for the Future
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Memorandum
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Date:
JUDe 14, 1995
To:
Gary Obens, Water Maaagemeat Tedudcal Semc:es
James UWey, Omce of Loc:aI Asslstaace (612) 291-6361
From:
Subject:
ADdoftr Water Supply Piau - OLA Reriew Comments
MetropoUtaa CoUDdI District ..
Referral File No. 15796-7
FOCUS OF OLA REVIEW:
The Water Supply Plan Content Guidelines divide municipal water supply plans into four (4)
major parts. Parts I, II and III cover water supply, emergency planning, and water conservation
planning respectively. While Part I does require some discussion of forecasts, I understand that
you are comfortable handling that issue and the review of all of Parts I, II and ill yourself. Part
N deals with items that need to be addressed by Metropolitan Area Public Suppliers. It
identifies nine (9) items that need to be addressed in this part of the water supply plan. We've
agreed that OLA will focus on only one of these items, specifically Item H. Implementation
Program. The other eight (8) items will be reviewed by you.
, The Guidelines identify three subitems for Item H. They are: 1) official controls, 2) capital
improvement program, and 3) impact [of the water supply plan] on the local comprehensive plan.
The comments that follow are grouped to focus on each of these three sub items. '
OVERVIEW:
It appears to me that the required Part N section of the Andover Water Supply Plan is
substantially missing from this document. It is not referenced in the Table of Contents, and my
perusing through the document failed to uncover anything related to official controls or impact on
the local compo plan. There is a I-page (page 28) capital improvement program which is
incomplete and inadequate. I would advise suspending the review until further notice, and
advising the city to submitted the required missing parts of the plan. The inside cover letter by
Mark Wallis of Bonestroo, Rosene Anderlik & Associates says that the submittal is intended "to
supplement, not replace, Andover's existing Comprehensive Water Supply and Distnbution Plan
and to introduce issues to address in a updated Comprehensive report."
OFFICIAL CONTROLS:
The Andover plan provides little information on official controls. In the Enforcement section on
page 37, there is a description of the city's demand reduction plan. This proposes an odd/even
sprinkling ban type of control. It is not clear from the information provided whether the plan has
been adopted and is in effect or is simply .planned." Pages 43 and 44 describe water conservation
programs that Andover could use including metering, water audits, leak detection and repair,
water rates, retro-fitting programs and pressure reduction. Aside from metering and water rates,
it does not appear the Andover is using any of the other program elements at this time, nor are
any described as .official controls.. It appears from the discussion on page 44 that water system
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i'1' .,;"ement; program and budget; and how those improvements and assessments/fees will
Impact the average property owner.
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The Andover water supply plan as submitted is incomplete. It does not provide an annual
breakout of capital improvements, nor address. the items noted immediately above. The CIP must
not only describe what improvements are being planned and what they will cost, but how they will
be financed in sufficient detail that we can make sense of what is being provided.
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IMPAcr ON THE LOCAL COMPREHENSIVE PLAN
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This element of the plan is incomplete as well. It provides no information about the existing
comprehensive land use plan, future growth in the city in terms of type of land use, timing,
potential impact on water use, relationship of the municipal water system to the MUSA, etc.
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There is no map showing the existing compo land use plan for the city, no staging information, no
identification of impacts. The proposed master water plan map does not identify the city's future
growth areas, or future water system. '
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Among other things this element must:
. identify new and proposed future annexation areas, if any
. identify clearly in the plan where the urban (municipal water) and rural (private water)
districts are now, and are planned for the future; and relate how the future districts inter-
relate with the existing system, and land uses and sewer plans of the city
. provide a map showing the Council approved land use plan for the city
. show how the water system expansions will be staged during the next five years, showing new
elements to be added each year according to the CIP
. discuss how water system installation will be coordinated with sewers, roads and other
infrastructure consistent with the programming identified in the CIP
. identify limitations, if any, that improvements in the water system will have on the city's
overall growth plans, and on economic development in the city
. identify changes needed in the comp plan that might be needed based on the water system
plan
. provide information with respect to development densities and land use types and how those
assumptions are used by the water system plan
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IN SUMMARY:
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The Andover water supply plan is incomplete for review with respect to the information provided
with respect to Item H. Implementation Program, subitems 1, 2 and 3. These subitems need
substantially more information before the plan can be reviewed.
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