HomeMy WebLinkAboutCC July 16, 1991
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INFORMATION SUBMISSION FOR
MAJOR COMPREHENSIVE PLAN AMENDMENTS
I.
GENERAL INFORMATION
A. Sponsoring governmental unit: City of Andover
Name of local contact person: Dave Carlberg, City Planner
Address: 1685 NW Crosstown Boulevard, Andover, MN 55304
Telephone: (612) 755-5100
B. Name of amendment: 1991 Andover Compo plan Amendment
Description/Summary: The City of Andover is proposing to
add approximately 84 acres to its Urban Services Area to
allow for the construction of single family homes on
property located in Sections 29 and 30. The proposed
single family housing development will have approximately
183 units.
The proposed development is currently located within the
CAB (Champlin - Anoka - Brooklyn Park) interceptor.
However, the property owner is requesting the parcel be
served at this time by the Coon Rapids Interceptor for
immediate sewer service availability.
The City has been involved in a lengthy law suit with
Bruce Hay to extend sewer to his property for the
development of a mobile home park. The City was directed
in 1989 by the Minnesota Court of Appeals, to ask that a
temporary change of interceptor area be approved. The
City on August 15, 1989 requested from Metropolitan
Council a temporary change of interceptor to allow for
the development of a 221 unit mobile home park. The
sewer system design of the proposed single family
development would also include the ability to connect to
the CAB interceptor when the CAB becomes available. The
City will require that the developer remove the temporary
line when the CAB becomes available.
C. Please attach the following:
1. Five copies of the proposed amendment
2. a city-wide map showing the location of the proposed
change.
3. the current plan map(s), indicating the area(s)
affected, if the amendment triggers a map change.
4. the proposed plan map(s), indicating the area(s)
affected, if the amendment triggers a map change.
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Andover Compo Plan
Amendment
D. What is the official local status of the proposed
amendment?
(Check one or more as appropriate.)
x
Acted upon by the planning commission
(if applicable) on July 9, 1991 (minutes enclosed)
Approved by governing body, contingent upon
Metropolitan Council review, on
Considered but not approved by governing body on
other:
E. Indicate what adjacent local governmental units affected
by the change have been sent copies of the plan amendment
and the date(s) copies were sent to them. Notification of
affected adjacent governmental units is required for major
plan amendments.
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City of Ramsey
City of Anoka
Oak Grove Township
City of Coon Rapids
City of Ham Lake
The Comprehensive Plan Amendment will be forwarded to
these communities on or before July 22, 1991 .
Because of the comprehensive nature of most major plan amendments,
a summary checklist is attached to help ensure that the amendment
is complete for Council review and to determine whether the
proposed amendment is consistent with the metropolitan systems
plans or other chapters of the Metropolitan Development Guide.
Please indicate whether the amendment affects the following
factors. Where it does, the materials submitted must fully
address the issue(s).
II IMPACT ON REGIONAL SYSTEMS
A. Wastewater Treatment
1. Change in city's 2000/2010 flow projections.
No/Not Applicable.
x Yes.
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The net change and calculations in the city's year
2000/2010 flow projections are indicated in the
Revised Comprehensive Sewer Report of 7-1-91 (see
Attachment A).
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Andover Compo Plan
Amendment
2. Community discharges to more than one metropolitan
interceptor.
No/Not Applicable.
x Yes.
The interceptors affected by the proposed amendment
are the Coon Rapids and the proposed CAB Interceptors
(see Exhibit A and E of the Revised Comprehensive
Sewer Report).
The net changes in flows are indicated in the Revised
Comprehensive Sewer Report of 7-1-91 (see Attachment
A) .
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B. Transportation
1. Relationship to Council policies regarding
metropolitan highways.
x No/Not Applicable.
Yes.
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2. Change in type and intensity of land uses at
interchanges and other locations within a quarter-
mile of the metropolitan highway system.
x NO/Not Applicable.
Yes.
The proposed single family development is located
approximately 2-1/2 miles north of U.S. Highway 10,
approximately 1/4 mile east of Anoka County Road 7,
1/4 mile west of Anoka County 9 and 1/8 of a mile
north of Anoka County 116. The entrance roads to the
development are proposed to be from the west on 147th
Avenue NW through an existing single family
residential development, from the east on 143rd
Avenue NW through an existing residential development
and from the south off of County Road 116 which will
be a part of the proposed development pending
Department of Natural Resources, U.S. Army Corp. of
Engineers and Anoka County approval.
3. Impact on existing trip generation.
No/Not Applicable.
x Yes.
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An estimated number of average daily trips is 10 per
household. With an estimated 183 units, 1,830 trips
will be generated onto Anoka County Road 7, 9 and
116.
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page Four
Andover Compo Plan
Amendment
4. capacity of road network to accommodate planned land
use(s).
No/Not Applicable.
Yes.
x
The proposed single family development would add
approximately 1,830 trips per day to Anoka County
Road 7, 9 and 116. County figures indicate the above
stated roads can accommodate the increased traffic
flows from the proposed development.
5. Impact on transit and parking strategies.
x
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No/Not Applicable.
Yes.
6. Does the proposed amendment contain any changes to
the functional classification of roadways? (These
changes require Transportation Advisory Board (TAB)
review. )
x No/Not Applicable.
Yes.
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C. Aviation
1. Impact on regional airspace.
x No/Not Applicable.
Yes.
2. Impact on airport search area.
x No/Not Applicable.
Yes.
3. Consistency with guidelines for land use compatability
with aircraft noise.
x No/Not Applicable.
Yes.
4. Consistency with the long-term comprehensive plan for
an airport in the vicinity of the community or
proposed development.
x No/Not Applicable.
Yes.
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Andover Compo Plan
Amendment
D. Recreation Open Space
1. Impact on existing or future federal, state or
regional recreational facilities.
NO/Not Applicable.
x Yes.
The city owns a 97 acre natural park reserve to the
north of the proposed development to be known as
Kelsey Park. the Park will be developed as a passive
recreational park with open space, hiking trails and
other passive activities. The park is separated from
the proposed development by Lund's Round Lake
Estates, a subdivision with 2.5 acre parcels. An
area neighborhood group had stressed concerns in 1989
in regard to the preservation of the natural and
historic features of the area. However, a 183 unit
single family residence will have less of an impact
than a 221 unit mobile home park.
III IMPACT ON METROPOLITAN DEVELOPMENT AND INVESTMENT FRAMEWORK
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A. Land Use
1. Describe the following as appropriate:
a. Size of affected area in acres
84 acres
b. Existing land use(s)
c. Proposed land use(s)
Open Space (undeveloped)
Single Family Homes
d. Number of residential dwelling units involved
183 units
e. Proposed density
2.2 units per acre
f. Proposed square footage of commercial, industrial
or public buildings None
B. Change in the city's population, household or employment
forecasts for 2000, or any additional local staging
contained in the original plan.
No/Not Applicable.
x Yes.
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The land for the proposed development was not included
within the existing Urban Services Area. Due to a ruling
by the Minnesota Court of Appeals in 1989, the City is
required to bring the property within the MUSA boundary by
order of the Minnesota Court of Appeals.
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Page Six
Andover Compo Plan
Amendment
Unless sewer and water were made available to the
property, the existing zoning would allow development of 1
unit per 2.5 acres. Although the City's Comprehensive
Plan zones this property residential (R-1*, Manufactured
Homes), the MUSA boundary change would result in a higher
residential density (R-4, Single Family Urban).
Therefore, a rezoning would be required.
Note: R-1* refers to manufactured housing without City
Sewer Service.
C. Change in the urban service area boundary of the
community.
l'-To/Not Applicable.
x Yes.
See enclosed maps.
D. Change in the timing and staging of development within the
urban services area.
x
No/Not Applicable.
Yes.
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The subject property is scheduled to be served by the
Anoka, Champlin, Brooklyn Park Interceptor upon completion
of the line across the Rum River. The proposed amendment
would allow the development to temporarily be connected to
the Coon Rapids Interceptor. Upon completion of the CAB
Interceptor, the proposed development would be permanently
serviced by the CAB Interceptor.
According to estimates done, July 1, 1991 by the City's
consulting engineering firm, the Coon Rapids Interceptor
has sufficient capacity to serve the property (see
flow data in Attachment A).
IV IMPACT ON HOUSING
A. Impact on the supply and affordability of housing types
necessary to serve persons at different stages in the life
cycle.
x No/Not Applicable.
Yes.
B. Impact on the supply and affordability of housing types
necessary to serve persons at varying income levels.
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x No/Not Applicable.
Yes.
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page Seven
Andover Compo Plan
Amendment
C. Impact on the community's numerical objectives for low- and
moderate-income, modest-cost market rate, and middle- and
upper-income housing units.
x No/Not Applicable.
Yes.
v. WATER RESOURCES
A. Does the plan amendment affect a Minnesota Department of
Natural Resources or U.S. Army Corps of Engineers protected
wetland? If yes, describe type of wetland affected and
show location on a map.
x
Yes..
No/Not Applicable
Both the Minnesota Department of Natural Resources and the
U.S. Army Corps of Engineers wetlands are affected.
Consult Attachment I for maps of wetland type and
locations.
B. Will the wetland be protected?
o
Yes. Describe how.
No. Explain why not.
The developer is responsible to obtain permits from the
necessary agencies prior to any construction (grading).
x
C. will the plan amendment result in runoff which affects the
quality of any surface water body? If yes, identify which
ones.
x Yes. How.
No.
The Engineering Department recommends the Minnesota
Department of Natural Resources, U.S. Army Corps of
Engineers and the Lower Rum River Watershed Management
Organization address this question to ensure the effects of
the proposed development be as minimal as possible on the
quality of the surface water. The review by these agencies
will occur during the development process with the City.
D. Will the water body be protected?
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Yes. Describe how.
No. Explain why not.
The City will take all the necessary steps to protect any
water body adjacent to the site. The City will require the
developer to submit a preliminary plat prior to any
grading. All preliminary plats require City Council
approval.
x
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Andover Compo plan
Amendment
VI. IMPLEMENTATION PROGRAM
A. Change in zoning, subdivision, on-site sewer ordinances or
other official controls.
x
No/Not Applicable.
Yes.
The property to be developed is currently R-1*,
Manufactured Housing. The property will be rezoned to R-4,
Single Family Urban to allow for the proposed development
of the property. The City's zoning ordinance regulates the
minimum requirements for lot width, lot depth, area,
setbacks and so on. Other Ordinances that will play key
roles j~ the development of the property are Ordinance No.
8, Zoning; Ordinance No. 10, Subdividing and Platting;
Ordinance No. 50, Flood Plain; Ordinance No. 71, Shoreland
Management.
The City will need to modify its present policy that all
sewers within the MUSA Boundary be gravity flow systems
(temporary, private).
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Section 1.
Section 2.
Section 3.
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TABLE OF CONTENTS
ANDOVER COMPREHENSIVE PLAN AMENDMENT
General Information
(White paper)
(Blue paper)
Attachments
A. Existing Sewer system
B. On-Site Septic Systems
C. Lot Availability Information
D. Sewer staging plan
E. Existing Lan~ Use Map
F. projected Land Use Map
G. Soil Suitability Map
H. City On-Site Septic system Maintenance
Information
I. Effected Wetlands Maps
Appendices
(Goldenrod Paper)
A. 1989 Minnesota Court of Appeals Ruling
B. Public Hearing Notifications
C. Written Comments
D. Public Hearing Minutes
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INFORMATION SUBMISSION FOR
MAJOR COMPREHENSIVE PLAN AMENDMENTS
CHECKLIST FOR DETERMINING COMPLETENESS OF
MAJOR COMPREHENSIVE PLAN AMENDMENTS: SEWERS
A. Sewered Areas within the Metropolitan Urban Service Area
1. x projected number of households and employees to be
served by metropolitan interceptor service area in 2000 and
2010.
Chart 1. population
1980 1990 2000 2010
9,387 15,193 22,900 29,000
Chart 2. Households
1970 1980 1990 2000 2010
888 2,469 4,518 6,800 8,600
Chart 3. Employment
1970 1980 1990 2000 2010
240 310 400* 500* 600*
~) *Metropoli tan Council estimates.
Source: 1990 Preliminary Census Data
Community Development Department, Anoka County
The household projections are based on Building Department
estimates for the number of new homes constructed each year
within the Metropolitan urban Services Area. The building
Department estimates that 75 percent of the homes
constructed in Andover are being built in the Urban Service
Area. Over the past five years, an average 327 homes are
constructed each year, 245 within the Urban Service Area.
2. x Map showing interceptor service areas and staging (by 5
year periods) through 2010, including intercommunity
connections and proposed changes in government boundaries.
See Attachment D.
3. x projected flows in 2000 and 2010 for the total areas to
oe-served and for each metropolitan interceptor service
area. (Indicate methodology and assumptions used in
calculating flows.)
See attachment A, Exhibit C, Revised Comprehensive Sewer
Report dated July 1, 1991.
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Page Two
Andover Compo Plan Amendment
Checklist: Sewer
SANITARY SEWER FLOWS - ANDOVER
(Millions Gallons per Year)
Total
180
2000
191
89
280
2010
196.5
133.5
330
Interceptor
Coon Rapids
1990
180
CAB
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Source:
(1) Metropolitan Waste Control Commission,
Wastewat~r Treatment and Handling
Implementation Plan, March 19, 1991.
(2) Metropolitan Waste Control Commission, Anoka
Wastewater Treatment Plant Phase Out,
preliminary Design Report, July 1990.
4. x Existing and proposed land use by local service area as
proposed in current comprehensive plan (unless an amendment
is proposed) by the following categories: industrial
commercial, residential (by density), public open space, and
protected or conservation areas (wetlands, floodplains,
etc.).
The most recent Comprehensive Land Use Map was completed in
1982 in the Andover Comprehensive Plan and Development
Framework. Significant changes in the Urban Service Area,
Transportation and Housing elements of the Plan can be
noted. Attachment E is the existing land use map taken from
air photos and current housing subdivision plats, etc. The
existing as well as the proposed Land Use Maps are currently
being updated by the City as a part of the Comprehensive
Plan Update and are not available at this time. Attachment
F is the proposed Land Use Map from the 1982 Comprehensive
plan and Development Framework.
5. x City objectives, policies and strategies for preventing
and reducing excessive infiltration and inflow (I/I) in
local sewer system. Summary of city policy requirements and
standards for minimizing I/I in new systems. Indication of
extent, source of signifcance of existing I/I problems and
determination of what can be cost-effectively removed. City
policy, program strategy, priorities, scheduling,
regulations and financing mechanisms for reducing and
preventing the problem.
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Andover Compo Plan Amendment
, Checklist: Sewer
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The City of Andover has an active program to minimize I/I in
new systems and continued maintenance to the present system
as follows:
a. Full time observation of new systems during the
construction phase.
b. Air test method of testing between manholes at the 4 psi
in accordance with CEAM Standard utility Specifications.
C. Televising all new lines upon completion of backfill,
complete with videotape
d. periodic visual inspe~tions of manholes and leak
grouting where leaks are detected.
e. Solid manhole covers with concealed pick holes are
standard on all manholes.
f. Follow-up televising of deep trunk sewers (in water
Table) together with pressure grouting any leaks
detected.
B. Rural Service Area
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1.
x
Map showing the following as applicable
a. x Areas where allowable density exceeds 4 units per
40 acres; (Attachment B)
b. x Areas generally unsuitable for conventional on-
site systems; (see Attachment G)
c.N/A Location(s) of existing public and private
treatment systems.
2.
x
Description of on site sewage disposal system
management program/controls, covering the applicable
requirements in Table 1. (Where the local government's
rural service area density policy exceeds 4 per 40
acres, the local controls should include biennial
inspection and maintenance elements.)
See Attachment H.
3.
N/A
Description of conditions under which private,
community treatment systems (for example package
treatment plants, community drainfields) would be
allowed, including but not limited to, allowable land
uses, installation requirements and management
requirements, including local government
responsibilities.
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4. N/A Capacity of and existing flows to public and private
treatment systems.
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Andover Compo plan Amendment
Checklist: Sewer
5.
N/A
For the expansion of existing and the development of
new municipal treatment systems, a description of the
following:
a. projected number of households and employees
to be served in 2000 and 2010.
b. Map showing the service area and staging (by 5-
year periods) through 2010.
c. Existing and proposed land use by service area
as proposed in current comprehensive plan
(unless an amendment is proposed) by the
following ~ategories: industrial commercial,
residentiar (by density), public open space,
and protected or conservation areas (wetlands,
floodplains, etc.).
d. Local objectives, policies and strategies for
preventing and reducing excessive infiltration
and inflow in local sewer system.
e. Proposed system timing and financing
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TOLTZ, KINO, DUVALL, ANDERSON
AND ASSOCIATES, INCORPORATED
BNOINEERS-ARCHITEcrS-PLANNERS
SAINT PAUL, MINNESOTA
JUNE 4, 1991
REVISED JULY 1,1991
REVISIONS TO ANDOVER'S COMPREHENSIVE SANITARY SEWER PLAN
OF ANDOVER'S COMPREHENSIVE PLAN
ANDOVER, MINNESOTA
,
COMMISSION NO. 9140.001
I hereby certify that this report was prepared by me or under my direct supervision and that I am
a duly registered Professional Engineer under the laws of the State of Minnesota.
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9140.001
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TABLE OF CONTENTS
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1. Scope 3
2. Study Area 3
3. History 3
4. Procedure 4
S. Design Criteria 4
6. Conclusions 4
7. Feasibility 4
8. Cost Estimates S
9. Recommendations S
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EXIDBlTS
A.
Study Area (Map attached)
Peaking Factor Curve
Design Summary
6
7-9
B.
C,
D. Service Area (Map attaChed)
E. Staging Plan (Map attached)
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REVISIONS TO THE COMPREHENSIVE PLAN FOR
TRUNK SANITARY SEWER IMPROVEMENTS
ANDQVER,NUNNESOTA
1.
Scope
The City Council of Andover has d.irected that the master plan be updated to add area to
accommodate the projected residential development. The area. is within future CAB
interceptor sewer boundaries. It is the intent of the City of Andover to utilize the
maximwn hydraulic capacity of the existing sewer system. A ~rarv alternative to
extension of the north branch of the CAB interceptor across the Rum River in Anoka is
now included in this plan. That area will be served by a 11ft station and connected to the
Coon Rapids interceptor service area.
2, Study Area
The study area shown on the attached map (Exhibit A) was determined by using the soils
map from the Andover Comprehensive Plan, elevations from the U.S. Geclogical Survey
quadrangle maps and the Mark Hurd contour maps. The study area comlates closely
with the original SAC boundary for the Coon Rapids interceptor (plus the temporary
CAB service).
3.
HIstory
The 36-inch interceptor line la<:ated on Crooked Lake Boulevard at the Coon Rapids-
Andover boundary was constructed in 1973 at a depth varying from 20 to 32 feet. The
36.inch interceptor was extended to Bunker Lake Boulevard. A 24-lnch interceptor was
extended east and west of Crooked Lake Boulevard to provide service for the anticipated
growth in these areas.
The 24-inch interceptor line was extended to the north from Bunker Lake Boulevard to
service tho Northwoods, Red Oaks Manor, and Smith's Green Areas. This 24" trunk
sewer was extended east along the north side of Coon Creek in 1987.
An l8-inch interceptor line was extended to the east along Bunker Lake Boulevard to
provide service to the developing areas. A. contract was prepued and bids received in
1986 to extend this line further east to the Anon County Highway Shop. The bids
received were 30% over the engineer's estimate and were rejected. The city of Andovcl
elected to revise the comprehensive sewer plan and extend the Interceptor line alonS
Coon Creek at a much shallower depth than the proposed interceptor 1.lno along BunkCl
Lake Boulevard..
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9140-001
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4, Procedure
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I The Mark Hurd contour maps were used to determine 81'C1lS that are suitable for
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development and areas that are not suitable for development because of surface water
problems. The SCS soils maps for Anoka County were also used to determine areas that
are not developable because of poor solls.
Those areas that are platted with large lots for septic tank: systems (Rolling Oaks and
Evergreen Estates) were excluded from the proposed service area.
Bunker Lake Memorial Park and the areas shown on the map designated as agricultural
preserve were also deleted from the service area.
A portion of Watt's Garden Acres was also excluded from the service area because it is
more practical to divert the flow into the Coon Rapids system directly.
S, Design Criteria
The following design criteria were used for this report:
Density - 2,1 units per developable acre.
Flow - 220 gallons per day per unit. This is based on 1990 flow records of 181 x
6
10 annual gallons and 2247 cormectlons.
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6, ConclWlions
The existing sewer system can be extended to serve the temporary CAB service area
shown on Exhibit "0" by lift station and forcemain.
The capacity of the 24.inch RCP sewer located on Bunker Lake Boulevard from Round
Lake Boulevard to Crooked Lake Boulevard can adequately accommodate this increase
in flow,
7. Feasibility
The proposed project is feasible.
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Cost Ertimates . Sanitary Sewer
Total Lots = 183
Sewer Area Charge
Sewer Connection Charge
Sewer LatC1'al Charge
Lift Station Charge
Sanitary Sewer Estimated
Cost pet Lot
$4S6/Lot
$24S/Lot
$2,760/Lot
S232lLot
$3,693/Lot
$4,300/Lot
~:\ 500ILot
Estimated Watennain
Estimated Street and Restoration
Estimated Assessment per Lot
$11,493/Lot
$2,103,219
Estimated Total Project Cost
9. Recommendations
A.
B.
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C.
D.
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The City modify its present policy that all sewers within the MUSA Boundary be
gravity flow systems (temporary).
A developer's agreement would require the developer to be responsible for
acquiring access to the present system by platting or permanent easement.
Work would proceed under Minnesota. Statutes Chapter 429 for special
assessments.
All laws, rules and regulations pertaining to wetland protection would be enfo1'Ced.
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9140-001
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EXHIBIT B
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ANNUAL AVERAGE DAILY FLOW (MGDl
3.0
FLOW VARIATION FACTORS
Flow Variation Factor
Average Flow (MGo)
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4.0
3.9
3.8
3.7
3.6
3,5
3.4
3.3
3.2
3.1
3.0
2,9
2,8
2.7
2,6
2.5
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0.00 to 0.11
0.12 to 0.18
0.19 to 0.23
0.24 to 0.29
0.30 to 0.39
0.40 to 0.49
0.50 to 0.64
0,65 to 0.79
0.80 to 0,99
1.00 to 1.19
1.20 to 1,49
1,50 to ',89
1,70 to 2.29
2~30 to 2,89
2.90 to 3.49 .
3.50 to 4,'9
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EXHmIT C - DESIGN SUMMARY
COMPREHENSIVE SANITARY SEWER PLAN UPDATE
.~) ANDOVER, MINNESOTA
COMMISSION NO. 8748
TABLE 1
FLOW IN 24-lNCH TRUNK EAST OF CROOKED LAKE BOULEY ARD
Average Average
Cumu- Daily Daily Peak
la- Total Total Total Pipe
tive Flow Flow Peak Flow Capacity
Area Description Number Conn. Conn. MOD CFS Factor CPS CFS
1 East Area City 513 . 513 .11 0.17 3.9 0.68
Limits
to 1
2 H1lli of Bunker Lak~ 1-2 632 1145 ,25 0.39 3.6 1.40 6.6
3 Northeast 2-3 1071 2216 .49 0.75 3,3 2.49 6,6
4 School, Wimlow
~) Hills 3-4 935 3151 ,69 1.07 3.1 3.32 6.6
3568 .78
, Santa's Tree Farm 4-, 417 1.21 3.0 3,154 6.6
6 Nightingale
Estates, etc. 5-6 594 4162 .92 1.42 3.0 4,15 6,6
7 Kensington Estates,
etc. 6-7 320 4482 .99 1.52 2.9 4.42 6.6
8 Red Oaks Manor 7-8 321 4803 1.06 1.64 2.9 4.74 6,6
9 Northwoods 8-9 236 5039 1.11 1.72 2.8 4.80 6,6
12-15 (Table 2) 943 5982 1.32 2.04 2.8 5.70 6,6
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Revi.!ed 64-91
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EXHIBIT C . DESIGN SUMMARY
COMPREHENSIVE SANITARY SEWER PLAN UPDATE
ANDOVER, NnNNESOTA
COMMISSION NO. 8748
TABLE 2
FLOW IN IS.INCH TRUNK ALONG BUNKER LAKE BOULEVARD
EAST OF CROOKED LAKE BOULEY ARD
Average Average
Cumu. Daily Daily Peak
1a- Total Total Total Pipe
dve Flow Flow Peak Flow Capacity
Area Description Number Conn. Conn, MOD CFS Factor CFS CFS
12 Red Ow East End. 12 227 227 .05 0.08 4.00 0.32 2.5
13 Watts Garden Acres 12.13 184 411 .09 0.14 3.9 0.55 2.5
14 Red Ow Manor 13-14 190 601 .13 0.20 3,8 0.78 3.6
15 Hidden Creek 14-9 342 943 .21 0.32 3.6 1.15 3.6
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EXHIBIT C - DESIGN SUMMARY
COMPREHENSIVE SANITARY SEWER PLAN UPDATE
ANDOVER,NUNNESOTA
, COMMISSION NO. 8748
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TABLE 3
FLOW IN 24-INCH TRUNK WEST OF CROOKED LAKE BOULEVARD
AND TOTAL AT COON RAPIDS BORDER
Average Average
Cumu- Daily Daily Peak
la. Total Total Total Pipe
tive Plow Flow Peak Flow Capacity
Area DcscrWtion Number Conn. Conn, MOD CFS Factor CFS CFS
lC Temporary CAB End to 1 183 183 .04 0.06 4.0 0.24 (Pumped)
1 NW Area End to 1 285 433 .10 0.15 4,0 0.60 2.9
2A Northglen 314 767 .17 0.26 3.9 1.01
2B Commercial 8.5 8~2 .19 0.29 3.8 1.10
2C Chapman's 1-2 69 921 .20 0,31 3.8 1.18 4.6
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,_/ 3A Woodland Creek 233 1154- .25 0.39 3.7 1.44
3B Woodland Terrace 2-3 20~ 1359 .30 0.46 3.6 1.66 6.4
4A Meadow Creek
Baptist Church
& School 33 1391 .31 0.47 3.6 1.69
4B Crooked Lake
Blem. School 41 1432 .32 0.49 3.6 1.75
4C Meadow Creek
Addition 3-4 9S 1527 .34 0.52 3.6 1.87 6.8
5 Crooked Lake
Boulevard 36" Trunk 125 1652 .36 0.56 3,6 2.02
Area East of
Crooked Lake
Boulevard 5982 7634
/ ') Total City Flow
,_/ (36" Trunk) 1.68 2.60 2.7 7,02 18.6
Revised 7-1-91
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AREAS WITHIN CURRENT ~USA BOUNDARY (2000)
January 31, 1991
'-_) NAME OF ADDITION
Auditor's Sub No. 137
Auditor's Sub No. 82
Bent Creek Estates
Brandon's Lakeview Estates
Chapman's 1st Addition
Chapman's 2nd Addition
Chapman's 3rd Addition
Chapman's 4th Addition
Chapman's 5th Addition
Chapman's 6th Addition
Creekhaven
Creekridge Estates
Creekside Estates
Cunningham Addition
Green Acres
Hartfiel's Estates
Hidden Creek 1st Addition
Hidden Creek 2nd Addition
Hidden Creek 3rd Addition
Hidden Creek East 1st Addition
Hidden Creek East 2nd Adition
Hidden Creek East 3rd Addition
HiJls of Bunker Lake 1st Addition
Hills of Bunker Lake 2nd Addition
.'JHills of Bunker Lake 3rd Addition
~ Kadlec 2nd Addition
Kensington Estates 1st Addition
Kensington Estates 2nd Addition
Kensington Estates 3rd Addition
Kensington Estates 5th Addition
Kensington Estates 6th Addition
Kirby Estates
Lakeview Terrace Area
Meadowcreek Estates Area
Northglen & Northglen 3rd Addition
Northglen 2nd Addition
Northglen 4th Addition
Northglen 5th Addition
Northwoods Addition & Plat 2
Oak Bluff 1st Addition
Oak Bluff 2nd Addition
Old Colony Estates 1st Addition
Quickstrom Addition
Red Oaks Manor 1st Addition
Red Oaks Manor 2nd Addition
Red Oaks Manor 3rd Addition
Red Oaks Manor 4th Addition
Red Oaks Manor 5th Addition
Red Oaks Manor 6th Addition
Rosella's Addition
, ,Shady Knoll
\~Shirley's Estates
Smith's Green Acres
~
TOTAL
LOTS
50
91
8
4
10
10
10
10
15
11
26
61
6
9
83
58
46
62
63
47
46
21
149
64
79
19
76
32
39
43
6
6
98
92
113
113
36
36
108
25
74
55
33
23
16
25
119
50
29
25
20
6
15
BUILT
ON
46
87
4
4
10
10
10
10
14
10
15
61
5
9
81
27
46
62
53
39
25
o
119
26
45
16
36
17
27
19
o
6
95
90
113
109
36
36
105
24
46
34
33
23
16
25
119
50
24
24
20
6
12
VACANT
LOTS
4
4
4
o
o
o
o
o
1
1
11
o
1
o
2
31
o
o
10
8
21
21
30
38
34
3
40
15
12
24
6
o
3
2
o
4
o
o
3
1
28
21
o
o
o
o
o
o
5
1
o
o
3
MUSA Boundary
Page Two
TOTAL BUILT VACANT
NAME OF ADDITION LOTS ON LOTS
The Oaks 9 8 1
,Wandersee Addition 5 3 2
~,Weises Addition 5 4 1
Winslow Hills 80 34 46
Woodland Creek 1st Addi tion 87 14 73
Woodland Creek 2nd Addi tion 46 7 39
Woodland Terrace 1st Addition 76 70 6
Woodland Terrace 2nd Addition 10 7 3
Woodland Terrace 3rd Addi tion 7 7 0
Woodland Terrace 4th Addition Page 1 63 61 2
Woodland Terrace 4th Addi tion Page 2 24 20 4
Woodland Terrace 5th Addition 7 6 1
Woodridge Acres 17 17 0
Sub-Total 2807 2237 570
~. ~.~.-,.~~ 7-- . '
TOTAL BUILT VACANT
OTHERS LOTS ON LOTS
Section 27 32 29 3
Section 28 0 0 0
Section 29 41 36 5
Section 32 31 27 4
, - ~ 'Section 33 60 52 8
',J
TOTAL 164 144 20
APPROVED PRELIMINARY PLATS
TOTAL
LOTS
Hidden Creek East Phase IV
Hills of Bunker Lake Phase IV
Kensington Estates 4th Addition
Old Colony Estates Phase II
Woodland Creek Phase III
TOTAL
47
60
16
87
91
301
SKETCH PLANS
APPROX.
,-"Harstad Properties
~,-,3eil's First Addition
Watt's Garden Replat
TOTAL
105
9
105
219
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1110
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
u
ORDINANCE NO. 37
AN ORDINANCE REGULATING THE INSTALLATION, CONSTRUCTION,
ALTERATION, EXTENSION, REPAIR AND MAINTENANCE OF INDIVIDUAL SEWAGE
DISPOSAL SYSTEMS: REQUIRING PERMITS FOR AND LICENSING OF PERSONS
ENGAGED IN THE CONSTRUCTION AND SERVICING THEREOF: PROVIDING FOR
THE INSPECTION OF SUCH SYSTEMS, AND THE ABATEMENT OF NUISANCES:
PROVIDING FOR THE INSPECTION OF PRIVATE WATER SYSTEMS, AND
PRESCRIBING PENALTIES FOR VIOLATIONS THEREOF: IN THE CITY OF
ANDOVER, COUNTY OF ANOKA, STATE OF MINNESOTA.
BE IT ORDAINED AND ENACTED BY THE COUNCIL OF THE CITY OF ANDOVER,
STATE OF MINNESOTA AS FOLLOWS:
SECTION 1. DEFINITIONS.
a. Septic Tank-Soil Absorption System. A Septic Tank-Soil
Absorption system is an on-site waste disposal system that
consists of a septic tank to hold sewage long enough to allow
digestion of the organic wastes, and a soil absorption field of
seepage trenches for disposal of the sewage affluent by
percolation through the soil.
~J
b. Sewag~. Any water-carried domestic waste, exclusive of
footing and roof drainage, of any residence, industry or
commercial establishment, whether treated or untreated, and
includes the liquid wastes produced by bathing, laundry and
culinary operations, and from toilets and floor drains. Raw
sewage which has not been subjected to any treatment process.
c. Permeable Soil. Any soil which has been found to be
suitable for use as a soil absorption field according to slope and
water table criteria as described in this Ordinance and has a
percolation rate between 1/2 and 60 minutes per inch.
d. Contamination. The act of polluting or making impure,
used here to bacteriological or chemical impurities, including
nitrates.
e. Individual Sewage Disposal Systems. A sewage disposal
system other than a public or community system which receives
sewage from an individual establishment. Unless otherwise
indicated, the work "system" as it appears in this Ordinance means
"individual sewage disposal system".
f. Building Sewer. The building sewer is that part f the
horizontal portion of the building drainage system extending from
the building drain to its connection with the septic tank and
carrying the sewage of but one building.
u
g. "Building drain" shall mean that part of the lowest
horizontal piping of a drainage system which receives the
discharge from soil waste, and other drainage pipes inside the
walls of the building and conveys it to the building sewer.
h. "Building Official" shall mean the Superintendent of
wastewater facilities in the city of Andover or his authorized
representative.
o
i. "Person" shall mean any individual, firm, company,
association, society, corporation, or group.
j. "Shall" is mandatory; "May" is permissive.
k. "City" shall mean city of Andover.
SECTION 2. GENERAL PROVISIONS.
A. Construction Requirements.
All individual sewage disposal systems installed
subsequent to the adoption of this Ordinance and all
alterations, extensions and repairs to individual sewage
disposal systems irrespective of the dat of original
installation shall be regulated in accordance with all of the
requirements of this Ordinance. Where there is evidence of
septic tank effluent percolating from the ground,
contaminating ground water or surface water or causing odors
that are a nuisance, the system must be corrected and conform
to the standards within the requirements of Section 3 C (3.)
of this Ordinance.
"J
B. General Requirements.
1. Location and installation of the individual sewage
disposal system and each part thereof shall be such that, with
reasonable maintenance, it will function in a sanitary manner
and will not create a nuisance nor endanger the safety of any
domestic water supply. In determining a suitable location for
the system, consideration shall be given to the size and shape
of the lot, slope of natural and finished grade, soil
permeability, depth of ground water, geology, proximity to
existing or future water supplies, accessibility for
maintenance and possible expansion of the systems.
~~
2. No part of the system shall be located so that it is
nearer to any water supply than outlined hereinafter, or so
that surface drainage from its location may reach any domestic
water supply or surface body of water.
3. Raw sewage, septic tank effluent, or seepage from a
soil absorption system shall not be discharged to the ground
surface, abandoned wells, or bodies of surface water, or into
any rock formation, the structure of which is not conducive to
purification of water by filtration, or into any well or other
excavation in the ground which does not comply with the
requirements of this Ordinance. This in accordance with a
process approved by the State Board of Health or the State
pollution Control Agency.
4. The lot size shall be sufficient to permit
installation of the individual sewage disposal system in
accordance with all the requirements pertaining thereto and
shall be in compliance with the City of Andover Subdivision
and zoning Ordinances.
Page 2
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5. Installations of individual sewage disposal systems
shall not be made in low swampy areas, ares which may be
subject to flooding or areas where the permanent or seasonal
high-water table is closer than six and one-half (6-1/2') feet
to the ground surface or areas designated as flood plain or
wetlands. Areas that are wetland, low swamp or have wetlands
vegetation growing on it shall be considered unsuitable.
6. The system or systems shall be designated to receive
all sewage from the dwelling, building or other establishment
served, including laundry waste and basement floor drainage.
Footing or roof drainage shall not enter any part of the
system. Where the construction of additional bedrooms, the
installation of mechanical equipment, or other factors likely
to affect the operation of the system can be reasonably
anticipated, the installation of a system adequate for such
anticipated need shall be required.
7. The system shall consist of a building sewer, a
septic tank, and a soil absorption unit. The soil absorption
unit shall consist of a sub-surface disposal field. All
sewage shall be treated (digested) in the septic tank and the
septic tank drain field (soil absorption field) system shall
be considered the only acceptable system for installation
unless it can be demonstrated that this system is not feasible
on the particular lot in question and if it can be
demonstrated that the system being proposed as an alternate
will not create a pollution problem.
o
8. Soil absorption systems for the disposal of sewage
waste shall not be installed on land where the slope exceeds
twelve (12%) percent.
9. The city Council of the City of Andover hereby adopts
Minnesota "Individual Sewage Treatment Systems standards,
Chapter 7080" and as amended. (37C, 11-06-90)
C. Sewer Construction.
o
1. Any buried or concealed portion of the building
sewer, or building drain or branch thereof serving any
establishment shall be located in compliance with the State
Water Well Construction Code. The buried drain or branches
therof must be not less than fifty (50') feet from a private
well supply. If the building sewer is constructed of heavy
cast iron pipe with watertight joints and air tested or other
pressure pipe acceptable to the Department of Health, then the
distance may be reduced to twenty (20') feet. In any case
where the existing private well depth is less than fifty (50')
feet the above requirements shall become doubled. The air
test shall be made by attaching an air compressor or test
apparatus to a suitable opening and closing all other inlets
and outlets to the sewer and/or drain under test by means of
proper testing plugs. Air shall be forced into the system
until there is a uniform pressure of five (5# psi) pounds per
square inch in the section being tested. The system shall be
considered satisfactorily air tested if the pressure therein
remains constant for fifteen (15) minutes without the addition
of air. The Building Official or other qualified agent
designated by the City shall observe the test. The owner
Page 3
shall be responsible for notifying the city and arranging the
test.
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2. The portions of any buried sewer more than fifty
(50') feet from a well or buried suction line shall be of
adequate size and construction of castiron, vitrified-clay,
cement-asbestos, concrete or other pipe material acceptable in
the Uniform Building Code. Clay pipe and clay pipe fittings
shall conform to A.S.T.M. specifications for standards
strength or extra strength clay pipe and clay pipe fittings.
No building drain or building sewer shall be less than four
(4") inches in diameter.
o
3. The space between the bell and spigot of vitrified-
clay pipe shall be packed with oakum, hemp or jute or
otherwise prepared so as to form a concentric opening uniform
in width around the pipe, which opening shall be filled with
Portland cement mortar or other acceptable sewer-joint
compound. poured joints are recommended. Where cement joints
are used they shall be carefully pointed on the outside and
left smooth on the inside by drawing through them a swab or
scraper. Construction of ~he line shall be such as to secure
water-tight and roof-tight joints, free of obstructions, and
shall provide a grade of not less than 1/8 inch per foot. The
ten (10') feet of sewer immediately preceding the septic tank
shall not slope more than 1/4 inch per foot. No building
sewer shall be laid parallel to and within three (3') feet of
any bearing wall, which might thereby be weakened. The depth
shall be sufficient to afford protection from frost. The
building sewer shall be laid in straight alignment insofar as
possible and changes in direction shall be made only with
properly curved pipe and fittings. Cleanouts will be required
at all 90 degree bends and for every seventy-five (75') feet
of service line from the house to the septic tank to the
distribution box. Cleanouts will not be required at 45 degree
bends or less. All 90 degree bends will be wide sweep ells.
D. Septic Tank.
1. the location of the septic tank shall be such as to
provide not less than the stated distances from the following:
a. property lines, buried pipe
distributing water under pressure and
occupied buildings
b. Any source of domestic water
supply or buried water suction line
c. Any other separate sewage
disposal system
10 feet
50 feet
20 feet
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2. The liquid capacity of a septic tank serving a
dwelling shall be based on the total number of bedrooms or the
building size in square feet contemplated in the dwelling
served and shall conform to capacities given in Table 1 which
follows. The liquid capacity of a septic tank serving an
establishment other than a dwelling shall be sufficient to
provide a sewage detention period of not less than 24 hours in
the tank but in no instance shall it be less than 1200
gallons.
page 4
TABLE 1
,-)
Minimum Capacities for Septic Tanks
(provides for Use of Automatic washers and other
Household Appliances)
Standard Single Family
Bedrooms
Minimum Tank
Capacity (Gallons)
2 or less............................. 750
3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1000
4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1250
5 & 6................................ 1500
7 & 8................................ 2000
3. The liquid depth of any septic tank or compartment
thereof shall be not less than thirty (30") inches. A liquid
depth greater than six and one-half (6-1/2') feet shall not be
considered in determining tank capacity.
4. No tank or compartment thereof shall have an inside
horizontal dimension less' than twenty-four (24") inches.
5. Inlet and outlet connections of the tank and of each
compartment thereof shall be submerged by means of vented tees
or baffled so as to obtain effective retention of scum and
sludge.
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6. The space in the tank between the liquid surface and
the top of the inlet and outlet baffles or submerged pipes
shall be not less than twenty (20%) percent of the total
required liquid capacity, except that in horizontal
cylindrical tanks this space shall be not less than fifteen
(15%) percent of the total required liquid capacity.
7. The inlet baffle or submerged pipe shall extend at
least six (6") inches but not more than twenty (20%) percent
of the total liquid depth, to the nearest inch, below the
liquid surface and at least one inch above the crown of the
inlet sewer.
8. The outlet baffle or submerged pipe and the baffles
or submerged pipes between compartments shall extend below the
liquid surface a distance equal to forty (40%) percent, to the
nearest inch, of the liquid depth except that the penetration
of the indicated baffles or submerged pipes for horizontal
cylindrical tanks shall be thirty-five (35%) percent, to the
nearest inch, of the total liquid depth. They also shall
extend above the liquid surface to provide for scum storage as
required in Paragraph 5 above. In no case shall they extend
less than six (6") inches above the liquid surface.
9. There shall be at least one (1") inch between the
underside of the top of the tank and the highest point of the
inlet and outlet devices and partitions so as to provide the
required ventilation of the system through the main building
stack.
~,-)
10. The inlet invert shall be not less than three (3")
inches above the outlet invert.
Page 5
11. Construction of the tank shall be such as to assure
its being watertight and to prevent the entrance of rainwater,
surface drainage, or ground water.
12. The tank shall be constructed of sound and durable
material not subject to excessive corrosion or decay. Metal
septic tanks shall comply with Commercial standard 177.62 of
the U.S. Department of Commerce and have the capacity required
in Table 1.
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o
13. Adequate access to each compartment of the tank for
inspection and sludge removal shall be provided by a manhole
not less than twenty (20") inches or removable cover and by a
clean-cut pipe of not less than six (6") inch diameter
extending through the cover to a point above the tank not more
than six (6") inches below finished ground level. The point
at which the clean-out pipe passes through the cover shall be
so located that a downward projection of the pipe clears the
inlet and outlet device by not less than two (2") inches.' The
top of the clean-out pipe shall be provided with a readily
removable water-tight cap and its location shall be marked by
a stake or other permanent means at the ground surface. The
inlet device shall be made accessible by either the removable
cover of the manhole or by the addition of properly placed
hand holes. All access covers, manhole covers, etc. shall be
so designated to prevent the access or entrance to the
facility by children.
E. Surface Disposal Field. (Soil Absorption Field)
1. Location of the disposal field shall be in an
unobstructed and preferably un shaded area, and the distances
given below shall be in minimum horizontal separations between
the disposal field and the following:
, )
',-./
a. Any water supply well, or
buried water suction pipe
6 b. Streams or other bodies of water:
General Development lakes or streams
Recreational Development
Lakes or water
Natural Environmental lakes
or streams
Scenic River
Recreational River
c. Occupied buildings
d. Large trees (twelve [12"] or more
inches in diameter) (See
alternate in Section 2.e.6.d)
e. property lines or buried pipe
distributing water under pressure
f. Other sewage disposal system
:.J
50 feet
50 feet
75 feet
150 feet
100 feet
75 feet
20 feet
10 feet
10 feet
20 feet
2. When coarse soil formations are encountered, the
distances specified in paragraph 1 above shall be increased
appropriately as determined by the City zoning and Building
Page 6
,
.
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Coordinator or other qualified agent designated by the City.
Coarse textured soils with percolation rates faster than one-
half (1/2) minutes per inch shall be considered as unsuitable
because of the great hazard of contaminating the ground water
with nitrate.
3. A distribution box with removable cover and of
sufficient size to accommodate the necessary tile field
lateral lines shall be constructed at the head of each
disposal field.
a. Each tile field lateral line shall be connected
separately to the distribution box and shall not be
subdivided.
b. The inverts of all outlets shall be at the same
elevation and the inlet invert shall be at least one (1")
inch above the outlet inverts.
c. The outlet inverts shall be at least four (4")
inches above the distribution box floor for the purpose
of securing equal distribution of the septic tank
effluent to each tile lateral.
d. In the event that septic tank effluent is
delivered to the distribution box by pump or siphon, a
baffle wall shall be installed in the distribution box.
The baffle shall be secured to the bottom of the box and
shall extend vertically to a point at least level with
the crown of the inlet pipe. The plane surface of the
baffle shall be perpendicular to the inlet flow line.
~,-)
e. Where the slope of the ground surface does not
exceed six (6") inches in any direction within the area
utilized for the absorption field, the septic tank
effluent may be applied to the absorption field through a
system of inter-connected tiles lines and trenches and
distribution lines shall be constructed on a relatively
level grade, not to exceed six (6") inches difference in
elevation. If the slope of the ground surface exceeds
six (6%) percent in any direction within the area
utilized for the absorption field, serial distribution
may be used. The bottom of the trenches and distribution
lines shall be constructed on a relatively level grade.
The distribution tile system shall be arranged so that
each trench shall be filled with septic tank effluent
before effluent flows to succeeding trenches. The invert
of the overflow pipe in the first relief line shall be at
least four (4") inches lower than the invert of the
septic tank outlet.
4. Minimum seepage area of the disposal field (soil
absorption field) (total flat area of trench bottom exclusive
of sidewall area) shall be determined by the following
percolation test procedure as applied to Table 2.
'\
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a. Numbers and location of test. Two (2) or more
percolation tests and two (2) soil borings to a depth of
at least twelve (12') feet will be required at the
location of the proposed sewage system. Percolation
tests shall be made during the months of April, Mayor
Page 7
June or the seasonal high water table depth shall be
verified by a person competent in soil classification.
C)
b. Type of test hole. A hole with horizontal
dimensions of four (4") to six (6") inches and vertical
sides shall be dug or bored to the depth of the proposed
absorption trench. The holes may be bored with an auger
of not less than four (4") inches in diameter.
c. preparation of test hole. The bottom and sides
of the hole shall be carefully scratched with a knife
blade or sharp pointed instrument to remove any smeared
soil surfaces and to provide a natural soil interface
into which water may percolate. All loose material shall
be removed from the hole and two (2") inches of course
sand or fine gravel shall be added to protect the bottom
from scouring.
d. Saturation and swelling of the soil. The hole
shall be care~ully filled with clear water to a minimum
depth of twelve (12") inches over the gravel. Water
shall be kept in the hole for at least four (4) hours,
and preferably overnight, by refilling if necessary, or
by supplying a surplus reservoir of water, such as in an
automatic siphon. In sandy soils containing little or no
clay, the swelling procedure shall not be required and
the test may be made as described under Section 2e,4.e(3)
after the water from one (1) filling of the hole has
completely seeped away.
o
e. Percolation rate measurement. with the exception
of sandy soils, percolation rate measurements shall be
made on the day following the procedure described under
Item 4.d above and shall vary according to the following
conditions:
(1) If water remains in the test hole after the
overnight swelling period, the depth shall be
adjusted to approximately six (6") inches over the
gravel. From a fixed reference point the drop in
water level shall be measured at thirty (30) minute
intervals over a two (2) hour period. This drop
shall be used to calculate the percolation rate.
(j
(2) If no water remains in the hole after the
overnight swelling period, clear water shall be added
to bring the depth of water in the hole to
approximately six (6") inches over the gravel. From
a fixed reference point the drop in water level shall
be measured at approximately thirty (30) minute
intervals for four (4) hours, refilling six (6")
inches over the gravel if necessary. The drop that
occurs during the final thirty (30) minute period
shall be used to calculate the percolation rate.
(3) In sandy soils or other soils in which the
first six (6") inches of water seeps away in less
than thirty (30) minutes after the overnight swelling
period, the time interval between measurements shall
be taken as ten (10) minutes "and the test shall be
run for one (1) hour. The drop that occurs during
Page 8
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the final ten (10) minutes shall be used to calculate
the percolation rate.
(4) Absorption Area Requirements for private
Residences and Other Establishments (per bedroom
column provides for residential automatic sequence
washing machines). percolation rates of one-half
(1/2) minute or less are considered undesirable and
must be approved by the city council and state
pollution control Agency before issuance of a permit
to construct.
TABLE 2
Required treatment area in square feet per bedroom (a), (b)
Percolation Per Gallon
Rate in Minutes of Waste
Per Inch Per Day Beds
1/2 or less ( e )
1/2 to 5 ( f ) 0.83 125
6 to 15 1.27 190
16 to 30 1.67 250
31 to 45 2.00 300
46 to 60 (g) 2.20 330
(a) Table is based on a sewage flow of 150
gallons per day per bedroom.
~
(b) In every case sufficient area shall be
provided for at least two (2) bedrooms in
residential units.
(c) When treatment system design is based on
gallons of waste per day the required treatment
area may be reduced for trenches only, by the
following percentages: Twenty (20%) percent for
twelve (12") inches of filter material below the
distribution pipe; thirty-four (34%) percent of
eighteen (18") inches; and forty (40%) percent
for twenty-four (24") inches.
(d) soil is unsuitable for standard system
if percolation rate is faster than 1/2 minute per
inch. alternate systems will be approved by the
Building Official.
o
(e) Consider alternative sewage treatment
units for soils with this percolation rate range.
Alternate systems will be approved by the
Building Official.
(f) Soil is unsuitable for standard system
if percolation rate is slower than 60 minutes per
inch. Alternate systems will be approved by the
Building Official.
f. All tests shall be conducted by a registered
professional engineer. Two (2) copies of all tests shall
be submitted at the time of application for building
permit.
Page 9
5. Additional criteria for judging soil suitability.
a. In areas of shallow ground water, the depth of
the water table shall be determined. No soil absorption
system shall be installed in an area where the water
table is at any time less than six and one-half (6-1/2')
feet below ground level or four (4') feet below the
bottom of the drain field trench. Soil absorption
systems installed in areas where impermeable layers are
found at depths of less than six and one-half (6-1/2')
feet shall be considered to be of special design.
b. Modification of the percolation test. when
knowledge of the characteristics and uniformity of the
soil is available through observation or experience, the
requirements for percolation tests may be changed at the
discretion of the Building Official.
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6. Construction of disposal trenches.
a. All trenches in a disposal field shall be
constructed in accordance with the following standards:
Minimum number of lines per field............ 2
Maximum length of individual lines......... 100'
Minimum bottom width of trench.............. 18"
Minimum depth of cover of the tile lines.... 18"
Preferred depth of cover of tile............ 24"
Maximum depth of cover of tile lines........ 36"
Maximum uniform grade of tile lines. 4" per 100'
preferred uniform grade of tile lines.......
....................... 2 to 4 inches per 100'
Size and spacing of trenches................
.......................... Conform to Table 3
Minimum filter material under tile........... 6"
preferred depth of filter material
under tile.......................... 12 to 24"
Minimum filter material over tile............ 2"
1.
2.
3.
4.
5.
6.
7.
8.
'0 9.
10.
ll.
12.
TABLE 3
width at Bottom
in Inches
Effective Absorption
Area in Square Feet
Per Lineal Foot
Minimum
Spacing of
Lines c to c
in Feet
18
24
30
36
1.5
2.0
2.5
3.0
6.0
6.5
7.0
7.5
Absorption beds wider than five (5') feet shall be
provided with multiple distribution tile lines spaced not
more than five (5') feet nor less than eighteen (18")
inches on center, and not more than thirty (30") inches
from the side walls of the bed. other construction
requirements (such as depth of filter material above and
below the tile lines, minimum and maximum depth of cover
of tile lines, etc.) shall conform to the requirements
for disposal trenches.
u
Page 10
b. Pipe used for the line between the septic tank
and the distribution box and tile laterals to the point
where the laterals
"0 TRENCHES
Depth of filter material below distribution pipe (d) , inches
6 12 18 24
125 100 85 75
190 150 125 115
250 200 165 150
300 240 200 180
330 265 220 200
are separated by the maximum design separation
shall be of a material specified for use as building
sewers in the Minnesota Plumbing Code.
c. Perforated plastic pipe shall be laid with one
row of perforations on the bottom. Perforations shall be
at least 5/8" in diameter and spaced no farther than
thirty-six (36") inches apart.
d. Field tile used in the disposal field shall be
four (4") inch agricultural drain tile twelve (12")
inches in length and shall be laid with 1/4" open joints.
Alternate materials may be used if equivalent performance
is indicated.
,~
1. All open joints shall be protected on top by
strips of asphalt-treated building paper at least ten
(10") inches long and three (3") to six (6") inches
wide or by other acceptable means.
2. All bends used in the disposal field shall
have tight joints at each end of the bend.
e. Filter material shall be crushed stone, gravel,
or similar insoluable, durable and acceptable material
having sufficient voids. This material may vary from 1/2
to 2-1/2 inches in size and shall be free of dust, sand,
or clay. The filter materials shall completely encase
the tile in accordance with Section 2.e.6.a In any case,
disposal trenches constructed within ten (10') feet of
large trees or dense shrubbery shall have at least twelve
(12") inches of filter materials beneath the tile.
f. The top of the filter material shall be covered
with untreated building paper or a two (2") inch layer of
hay or straw so as to prevent settling of backfill
material into the filter material.
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g. Where it is necessary to fill an area for
construction of tile laterals, the bottom of the tile
trenches shall extend not less than one (1') foot into
the original soil.
Page 11
_ _.. ____ h. _ .. .......- --.......-..-..- _..----.-..'
.,~ ~--_.__._...~.."--' -'~'~."'.""
h. The trench above the filter material shall be
overfilled with four (4") to six (6") inches of earth.
the backfill shall be handicapped.
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i. Before filter material is placed, all smeared or
compacted soil in the trench bottom shall be broken up
and removed by raking or other effective means to provide
natural soil conditions.
7. Maintenance.
a. Each property owner having an on-site sewage
disposal system shall on a bi-annual basis file a
maintenance report on that system with the city Clerk.
b. The city is divided into two (2) areas for the
purposes of biennial (bi-annual) reporting by property
owners. The areas west of CSAH No.9 shall report on odd
years and the area east of CSAH No. 9 on even years.
(37A, 9-07-76)
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c. Each property owner shall complete the
maintenance report of his on-site sewage disposal system
and submit the form by September 1st of that year. The
City requires that each property owner has his on-site
sewage disposal system pumped as often as required by
inspections, at stated in Section 2 Subsection 7 d.
Failure on the part of the property owner to have an on-
site sewage disposal system cleaned when said system is
found to require cleaning shall be caused for the City to
provide for the cleaning service and provide the property
owner with an advance notification of the date the system
will be cleaned. The cost of this service shall be
assessed to the property owner. (37B, 9-19-78)
d. The basis for determining if septic tank cleaning
is needed is the measurement of the depth of sludge and
scum in the septic tank. When, as a result of such
measurement, the top of the sludge layer in the tank or
any compartment of the tank is found to be less than
twelve (12") inches below the bottom of the outlet baffle
or submerged pipe or if the bottom of the scum layer is
less than three (3") inches above the bottom of the
outlet baffle or submerged pipe, the owner or agent
shall arrange for the removal and sanitary disposal of
the contents of the tank.
, '\
U
e. Individual servicing of septic tanks and soil
absorption units shall require a permit from the City and
shall conform to the Minnesota Department of Health and
Minnesota pollution Control Agency specifications.
Disposal of sludge and scum removed from the system shall
be into a municipal sewer disposal system at a disposal
site approved by the Building Official.
f. Owners of sanitary disposal systems shall be
required to cooperate with and assist the City in taking
water samples, as required, to test the adequacy of such
systems.
page 12
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8. Alternative systems.
a. Alternate methods of sewage disposal such as
holding tanks electric or gas incinerators, biological
and/or tertiary treatment plants or land disposal
systems, or other systems approved by the Building
Official wherever required or allowed in particular
circumstances, shall be subject to the standards,
criteria, rules and regulations of the Minnesota
Department of Health and Minnesota pollution control
Agency.
SECTION 3. ADMINISTRATION.
A. Enforcing Officer.
The Building Official shall be responsible for the
adminstration of this ordinance. The Board of Appeals shall
hear and decide appeals and review any order, requirement,
decision or determina,tion made by the Building Official
regarding the enforcement of this Ordinance. .Such appeal may
be taken by a person aggrieved in conforming with procedures
set forth in the City of Andover zoning Ordinance.
B. Issuance of Permits.
No building permit for any building requiring an on-site
disposal system shall be issued until the permit, as required
by this Ordinance has been issued.
C. Inspection.
\.)
, --\
"-..)
1. The Building Official shall make such inspection or
inspections as are necessary to determine compliance with this
Ordinance. No part of a newly constructed system, or an
existing system which has been altered, extended or repaired
shall be covered until it has been inspected and approved by
the Building Official. It shall be the responsibility of the
applicant for the permit to give twenty-four (24) hours prior
written notice to the Building Official that the job will be
ready for inspection or reinspection. It shall be the duty of
the owner or occupant of the property to give the Building
Official free access to the property at reasonable times for
the purpose of making such inspections.
2. If upon inspection the Building Official discovers
that any part of the system is not constructed or operating in
accordance with the minimum standards provided in this
Ordinance, he shall give the owner or applicant written
notification describing the defects. Such notice shall
prescribe a reasonable time within which such defect must be
corrected. If, after such written notice is given, and the
owner or applicant neglects or refuses to correct such defects
or fails to make the system conform to this ordinance within .
the time specified in said notice, the City may then by any of
its duly appointed representatives, remove and repair the
defective system and charge the cost thereof to the owner or
applicant as the case may be, and the cost shall be assessed
against the property upon which the defective system is
located. No system shall be placed or replaced in service
until all defects have been corrected or eliminated, and a
Page 13
reinspection has been made. The applicant shall pay an
additional fee for each reinspection that is necessary.
<)
3. Any system which allows septic tank effluent to
percolate from the ground, contaminating ground or surface
waters, or causing noxious odors, or which because of its
operation or construction imperils the health, safety or
welfare of the public, is declared to be a nuisance. Upon
receipt of a petition setting forth facts that a system
constitutes a nuisance, the city Council shall hold a hearing
on the matter upon not less than five (5) days written notice
to the owner of the system or systems involved. If the
evidence at such hearing establishes that a nuisance does
exist, as determined by resolution of the City Council, the
City shall give written notice to the owner to abate such
nuisance within thirty (30) days. Upon the failure of such
owner to abate said nuisance within the prescribed time, the
cesspool, septic tank or private sewer system shall be
disconnected and the premises made sanitary under the
direction of the City Council.
4. In addition to trre specifications herein provided,
the City may cause regular or periodic inspections of any or
all systems within the City to insure that all systems are in
proper operation and in compliance with this ordinance. It
shall be the duty of the owner or occupant of property to give
the inspector free access to the property at reasonable times
for the purpose of making such inspections. If the owner does
not give free access, the City may obtain a search warrant for
the purpose of determining health or safety violations on
private property.
.--J
D. Inspection and Testing of Water Systems.
1. The Building Official shall have the right to go upon
the private property for the purpose of inspecting and testing
wells, sources of water, outlets of water used for drinking
purposes, human consumption or domestic purposes with
reasonable and proper notification.
2. Any water source producing water for such purposes
showing evidence of contaminating by organisms of the coliform
group, or containing nitrate nitrogen in concentrations
greater than ten parts per million, or containing foaming
agents in concentrations greater than 0.5 parts per million
may be declared unfit for human consumption, and thereafter no
person shall use or allow water to be used from such water
source for drinking purposes, human consumption or domestic
use.
(-.J
The Building Official upon receipt of well testing
evidence showing contamination as outlined above shall
immediately contact the Minnesota Department of Health. The
Minnesota Department of Health has authority under state
Regulation 10812 as follows: "Any drinking water supply known
to be a positive or probable source of typhoid fever or other
disease, shall be condemned, either by the local board of
health or by the state Board of Health, and when so condemned
shall not be used again as a drinking water supply until
declared safe by the condemning party."
Page 14
SECTION 4. LICENSES.
A. Licensing.
o
1. No person, firm or corporation shall engage in the
business of altering, repairing, installing or constructing
within the City without first obtaining a license to carryon
such occupation from the City.
2. Applicant shall file with the City Clerk policies of
public liability and property damage insurance which shall
remain in force and effect during the entire term of said
license and which shall contain a provision that they shall
not be canceled without ten (10) days written notice to the
City. Public liability insurance shall not be less than one
hundred thousand ($100,000) dollars for injuries including
accidental death to anyone (1) person and subject to the same
limit for each person in an amount of not less than three
hundred thousand ($300,000) dollars on account to anyone (1)
accident, and property damage insurance in the amount of not
less than fifty thousand ($50,000) dollars for each accident
and not less than one hundred thousand ($100,000) dollars
aggregated. No work shall be done under license until said
insurance policies have been filed and approved by the City.
3. The applicant shall file with the City Clerk a surety
bond guaranteeing the conformance and compliance of work with
this Ordinance. Said bond shall be in the amount of two
thousand ($2,000) dollars. The City shall hold said bond for
one (1) year following the license period. Failure to comply
with provisions and requirements of this Ordinance shall
result in forfeiture of the bond.
~.J
4. Licenses shall be renewed annually. The annual
license fee shall be as set by City Council Resolution.
Applications for such license shall be made annually on a form
furnished by the City Clerk. Licenses shall be in effect from
January 1 to December 31 of that year. (37C, 11-06-90)
5. Application for licenses shall be filed with the City
Clerk and shall be reviewed and subject to the approval of the
City.
6. Any installation, construction, alteration or repair
of a sewage disposal system by a licensee in violation of any
provision of this Ordinance or refusal on the part of a
licensee to correct such defective work shall be cause for
revocation of or refusal to renew a license. Said license may
be revoked or its renewal refused, the licensee shall be given
a hearing by the City Council to show cause why such license
should not be revoked or refused. Notice of the time, place
and purpose of such hearing shall be in writing.
B. Permits.
:~
1. No person, firm or corporation shall clean, install,
alter, repair, or extend any individual sewage disposal system
in the City without first obtaining a permit therefor from the
Building Official for the specific installation, alteration,
repair, or extension.
Page 15
" )
,~
2. Applications for permits shall be made in writing
upon printed forms furnished by the city Clerk and shall be
signed by the applicant. The application for permit, except
cleaning permits, shall be accompanied by a fee of twenty-five
($25) dollars. A $2.50 fee will be required for each cleaning
permit obtained from the City.
3. Each application for a permit, except for cleaning,
shall have thereon the correct legal description of the
property on which the proposed installation, alteration,
repair, or extension is to take place, and each application
for a permit shall be accompanied by a plot plan of the land
showing the location of any proposed or existing buildings
located on the property and complete plans of the proposed
system with substantiating data, soil borings, and percolation
rates, if necessary, attesting to the compliance with the
minimum standards of this Ordinance. A complete plan shall
include the location, size and design of all parts of the
system to be installed, altered, repaired, or extended. The
application shall also show the present or proposed location
of all nearby surface.bodies of water, water supply facilities
and water supply piping, and the name of the person, firm or
corporation who is to install the system, and shall provide
such further information as may be required by the Building
Official. An application for cleaning a system shall only
contain the necessary information on the permit.
SECTION 5. PENALTIES AND VALIDITY.
A. Penalties.
"J
1. Any person found to be violating any prov~s~on of
this ordinance shall be served by the Building Official with
written notica stating the nature of the violation and
providing a reasonable time limit for the satisfactory
correction thereof. The offender shall within the period of
time stated in such notice, permanently cease all violations.
2. Any person, firm, corporation or voluntary
association which violates any provision' of this Ordinance
shall be guilty of a misdemeanor, and upon conviction thereof
shall be punished as defined by state Law. (37C, 11-06-90
3. Any person violating any of the provisions of this
Ordinance shall become liable to the City for any expense,
loss or damage occasioned the City by reason of such
violation.
B. Validi ty.
1. All ordinances or parts of ordinances in conflict
with this ordinance are hereby repealed.
2. The invalidity of any section, clause, sentence or
provision of this ordinance shall not affect the validity of
any other part of this ordinance which can be given effect
without such invalid part or parts.
(,)
3. In the event any word, phrase, sentence, clause or
section is found to be in conflict with the provisions of this
Page 16
Ordinance, the most restrictive interpretation shall apply.
(37C, 11-06-90)
SECTION 6. ORDINANCE IN FORCE.
, ,
',~)
This Ordinance to be in full force and effect from and after
its passage, approval and publication according to the law of the
state of Minnesota.
Adopted by the City Council of the City of Andover, this 3rd
day of August, 1976.
CITY OF ANDOVER
RICHARD J. SCHNEIDER
Mayor
ATTEST:
PATRICIA K. LINDQUIST
Clerk
37A, 9-07-76
37B, 9-19-78
37C, 11-06-90
.~
~-)
Page 17
~)
Section 1
Section 2
Section 3
Section 4
Section 5
Section 6
)
'-J
:.J
INDEX
ORDINANCE NO. 37
'SEPTIC SYSTEM ORDINANCE'
Definitions
1
2
2
2
3
4
6
13
13
13
13
14
General Provisions
A. Construction Requirements
B. General Requirements
C. Sewer Construction
D. Septic Tank
E. Surface Disposal Field
Administration
A. Enforcing Officer
B. Issuance of Permits
C. Inspection
D. Inspection & Testing of Water Systems
Licenses
A. Licensing
B. Permits
15
15
15
Penalties & validity
A. Penalties
B. Validi ty
16
16
16
Ordinance in Force
17
Page 18
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304. (612) 755-5100
~-)
The city of Andover has a Private Septic System Ordinance.
Copies of this ordinance are available at City Hall. Failure of
individual systems results in problems not only for the
homeowners but also for the City Council.
Included in the Ordinance is a special section on the maintenance
of on-site sewage disposal systems. The purpose of this letter
is to inform you of the private Septic System Ordinance and also
to give you suggestions on operation and maintenance of your
system.
SUMMARY OF MAINTENANCE PORTION OF ORDINANCE
a) The City shall mail, on or before March 1 of every other
year, to each owner having an on site sewage disposal system a
set of instructions and a form to'be used in reporting on your
sewage disposal system. .
~,J
b) The City will be divided into two areas for purposes of
biennial reporting by property owners. The area west of C.S.A.H.
No.9 (Round Lake Boulevard) shall report on odd years and the
area east of C.S.A.H. No 9 on even years.
c) Each property owner shall complete the maintenance report on
his on-site sewage disposal system and submit the form by
September 1st of that year. The City requires that each property
owner have his septic tank pumped as often as required by
inspection. The Building Official recommends every other year.
Failure on the part of the property owner to submit the forms
certifying that septic tank cl~aning has been done shall be cause
for the City to have the septi~ tank cleaned. The City shall
contract for the cleaning service and provide the property owner
with an advance notification of the date the system will be
cleaned. The cost of this service shall be assessed to that
property.
d) A permit is required for pumping septic tanks. The
application for this permit shall be made in writing on a form
provided by the City. A $2.50 fee is required for this permit.
e) A permit is required for installing, altering, repairing or
extending an on-site sewage disposal system. The application for
this permit shall be made in writing on a form provided by the
City. A $25.50 fee is required for this permit.
f) The contractor pumping the septic tank systems must be
licensed by the City. The contractor must conform to the
Minnesota Department of Health and Minnesota pollution Control
Agency regulations. Disposal of sludge and scum removed from the
systems shall be into a municipal sewer disposal system at a
disposal site approved by the City. .
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The City Council has provided this information to assist you and
if you have questions regarding this article, please contact the
City Building Official at 755-5100.
David Almgren
Building Official
Figure 18. Me.sun"g .Judge .nd scum In _
septlc tank.
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OUTt.ET
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BLACK COt.OA
OfSTINGuISHES SLUDGE
LAYER fROM LIQUID
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1. The scum is measured with a pole that has a 4" x 4" piece of
plywood fastened to the bottom.
,.
2. The pole is forced through the scum mat and then raised until
resistance from the bottom of the scum is felt. With the same
tool, measure the distance to the bottom of the outlet device.
If the layer and bottom of the outlet device are less than three
inches apart, your septic'tank should be pumped. See Figure.
.~
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W, . ANDOVER. MINNESOTA 55304 · (612) 755-5100
ON-SITE SEWAGE DISPOSAL SYSTEM
MAINTENANCE REPORT
(Please complete in full and return)
1. Owner's Name (please print)
2. Address
3. Date
4. Date of Initial Installation (if known)
5. Date of last repair or reconstruction of system (if known)
:.J 6. Date of last septic tank pumping
\~
7. Name of firm who pumped tank
Owner's Signature
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TEL No.00001000000000
Mar. 6.89 11:09 P.03
NonCE:
MEDl.l\ J\ND COUNSEL AP.f. pnm:mITED FllOM H'.KP...G
Ttl1~ Ol'INiON OR onDl:!t PUBl.1C PnIon 1"0
1?.0l ,A,M. ON "!'HE FILE DATE
Al'PEARING I3l:.l.OVI
STATE OF MINNESOTA
R 6 1989
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IN COURT or APP!ALS
C7-88-1213
Anoka County
Bruce B. Hay, et al.,
Appellants,
Lo.lio, Judge.
Timothy R. Thornton
Neal T. Buethe
Briggs and HorQan, P.A~
2400 IDS Center
Minneapolis, MN 55402
VB.
City of Andover, et al.,
Respondents.
GeorQQ C. Hoff
Hoff " Allen
250 Suburban Hat'l sank' BldQ.
300 Prairie Center Drive
Eden Prairie, HN 55344
Filed March 7, 19B9
Office of Appellate Courts
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Heard, considered and decided by Huspenl, pre.~din9 Judge,:
Hierengarten, Judge, and Leslla, Judge.
S Y L LAB U S,
1. There 115 no constitutional taking. of private property
where other reasonable UBes of the property are available.
2. There is no violation of due process or equal
protection where the city had a rational balis for its
determination of sewer access in 1981.
3. The special use permitees' claims and requestB are not
barred by laches, and appellants are allowed to bring thoir
requests to the city,. since there is no reaSon at this time to
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deny Bewer aCcess.
: Affirmed in part, rever.ed in part.
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1\ctlnf,J as judge of the Court of Appeals by appointment
pursuant to Hlnn. Con.t. art. VI, S 2.
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o PIN ION
LESLIE, JUdge
This is on appeal from a judgment wherein the trial court
denied appellants', ,Bruce Hay, et 01. (Hay), claims for takinq,
violation of due process, violation of equal protection and
violation of 42 u.S.C. S 1983.
The trial court held that
appellants' claim for damages waS not ripe because oppellants
did not exhoust their administrative remedies. The trial court
further held that appellants' claims were barred by laches
because the relief sought 16 now difficult or impossible to
achieve.
Appellants request thie court t.o rever.e and order
injunctive relief and, compeneatory relief, claim~nq
re.6pondent '15, City of Andover (Andover), action wa. arbitrary,
capri7ious ond an unconstitutional denial of municipal .ewer
service to appellants' proposed mobile home park ,development.
We aft'irm in part and reverse 1n part.
FACTS
For over t.wenty years, Hay has oltned approximately fifty
acres of undeveloped land in Andover on the lower .outhwest
;
corner of Round Lake.
On April 17, 1970, Hay applied to the
city's predecessor, Grow Township, for a special use permit to
develop a mobUe home park.
This permit wa. denied by Grow
Township.
The Minnesota Supreme court in Hav v. Township of
~~, 296 Minn. 1, 206 H.W.2d 19 (1973), found that the
township's decision was arbitrary, di.criminatory and
un'constitutlonal and ordered that a .pecial use permit be
lBsued.
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On AU9ust 19, 1974, the township complied with the supreme
court's order and issued a epecial use permit 'f~r the ~obile
home park. As a condition of the special use permit, Hay was
req~ired to pay for all sanitary sewer and water lines within
the development. As a further condition, construction of the
mobile home par~ was to commence within two years foll~wing the'
"availability of municipal sanitary sewer service" before the
permit would be void. The original date of sewer service
availability was to be determin~d by the, township engineer.
Following the issuance of Hay's special use permit, Andover
adopted a comprehensive plan as required by the Metropolitan'
council pursuant to Minn. Stat. S 433.858. Thh plan wae
adopted by Andover in 1980. .In 1980, Hay's property wu placed
in the Champlin Anoka,BrOoklyn Park interceptor (CAB) for which
'sewer service would not be available in Andover until 1990
through the year 2000, based on the need and development ~f the.
area. Host of west Andover was included in this interceptor.
The eastern half of Andover was included in the Coon Rapids
interceptor which then had sanitary .ewer service avaUable.
Both of these interceptors and the subject pr~perty are included
1n the Metropolitan urban Service Area (HUSA) which designates
areas where the MetropOlitan council has planned for development
and extension of sewer service.
The comprehens i ve plan of Andover was accepted by the
Metropolitan. Council after the city met Metropolitan Council'.
requirement that there be a reduction in the area which would be
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connected to the sewer system in the pre-1990 decade.
Accordingly, the city had to remove some property included in
the Coon Rapids interceptor and place more property in ,the CAB
interceptor area.
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The city's comprehensive plan additionally
announced a commitment to provide affordable cost housinq in
Andover.
At the request of Hay, the Andover city council considered
connecting the subject property .to the Coon Rapidl!l system
instead of CAB. The city engineer prepared a report in which ~e
indicated that he did not recommend the change because the
property could not be fully served by gravity, would require
extra frost protection, would provide no lateral benefit, woul~
."J cost approximately $100,000 and would require a chanqe in the
comprehensive plan.
The engineer'S report was considered at an April 21, 1981,
meetinq.
Hay presented no contrary enqIneerInq information.
The city denied Hay's requested chanqe 'based on the enqineerinq
report and for policy reasons. However, a resolution was .ent
to the Metropolitan Council informlnq the council of Hay'.
request for immediate sewer .ervice.
While thIs requ.~t wa.
sent to the MetropolItan council, the city did not endorse Hay'.
development plan.
In rellponseto a letter sent by Hay'. attorney, the'
Metropolitan Council stated that the .ubject property could be
included within the Coon Rapids interceptor if it was feasible
~~ and prudent, and if the city reduced its other sewer acresge to
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~e Ilerviced by the Coon Rapids ey~tern. It wafS the Metropolitan
:ouncil's position to allow the ci1;.y itself to determine which
Icreage would be included within the Coon Rapids interceptor,
'~he Metropolit.an council specified only the number of acrell
i~hich could be included in the interceptor.
Since April 19B1, there hall been no formal application or
petition made bf appellantll for sewer connection. This ~esue
hall not been before the city council .ince the April 21, 1981
meeting.
However, Hayclaimll that he ill' still' intere.ted 1n
Ihaving sewer service ext~nded to hie property and has stated
this desire to officialll of the city.
Over the past several years, the city hall extended municipal
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Sbrier service to several other parcelB of property '~utslde the
Coon Rapids interceptor.
Currently, .ewer pipe extends to
within 1500 feet of appellants' property.
several properties have been included in the Coon Rapids,
interceptor which were not orlqinally included in the aroa.
Recently the MUSA wae expanded to include a corridor to a school
in the northeastern part of the city. The Metropolitan Council
!!greed to this extension without requiring acresqe trading
because of the importance of the Bchool to the community. ' At
trial, a Metropolitan council witness noted that the .arne Bort
of community and planning benefits would be considered if the
city had requested sewer for appellants' property. The city has
~J ,er reque!ted an expansion _of
accommodate Hay'll developmont.
the coon Rapidll interceptor to
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A. ~perty~terest of the special use permit
Appellants claim that the property which 'has been
unconstitutionally taken 1s Hay's property interest in the
special use permit.
~owever, a property interest such a. a
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special us~ permit does not translate into private property
which may ~e ta~en for a publio,purpoBe.
property interests are oreated and their dimensions defined
by existing rules or understanding that .tem from an. independen't
source, such as state law, rules or und~rstand~n98 th~t Bup~ort
claims of entitlement to certain'benefits. Littlefield v. Ci~
2.~fton, 785 F.2d 596, 600 (8th eir. 1986). A le9itimate claim
of entitlement can arise from procedures established in statutes
or re9ulation5 adopted by states or politioal Bubdivision..
I~. A special use permit would be a property interest, because
a municipality must issue a permit, and lacks any di.cretion if
all ~ondit!ons are met whibh would entitle an applicant to a
special use permit. ~ id. at 602.
A property interest is significant becaulle it is a federally
protected right, and before. a person 1s deprived of such a ri9ht
there must be procedural due'proce8s of law and oqual protection
of the law. Se~ J.d. at 600. Appellant has cited, no case which
elevates this property interest to private property which is
subject to the constitutional provision of taking. We concludo
that appellants have an interest in the special use permit wh~ch
implicates constitutional restraints, .uch as procedural' due
process and equal protection, ~ GoldberQ v. Kelly, 397 U.S.
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254, 262 (1970), but such a government benefit or 9rant doee not
constitute private property. ~. State by Hattson v. Sauaen,
283 Minn. 402, 169 N.W.2d 37 (1969) (liquor license from achy
presently being used, is part of the going-concern value of a
business entitled to compensation in condemnations where entire
fee ,was takQn)..
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Both the federal constitution and the Minnesota State
Constitution require that ,-private:-. property Ilhall not be taken
without just compensation: The property 'interest which Hay hal!!
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in the special use permit 'is merely a government entitlement or
benefit.
'The trial court did not discuss thi. i..ue, and
treated appellants' taking claim al!! if it were for the real
property and not the I!!pecial use permit.
We hold that the
special use permit given by the City of Andover is not privato
property and therefore not subject to a taking claim. However,
we will also discUSS the taking claim for appellantlS'" real
estate.
B. Ripeness fo~ ad1udicatlon
The trial court ruled that since Hay had not ,applied" fqr
alternative uses of his fifty acre tract, the clai~ was not ripe
for adjudication.
For a claim to be ripe for a taking, t.he
party must apply for a variance from the regulations which mioht
have allowed development of the property. ~ Williamson County
Reqion~Plarnir~~ommisBion v. Hamilton Bank, 473 U.S. 172, 197
(l986).
However, the Minnesota supreme Court has con. latently
~~ held that adminlstrat1.ve remedles need not be pursued before
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litigation is commenced if it would be futUe to pur8ue such
administrative remedies.
McShane v. City of Faribault, 292
N.W.2d 253, 256 (lHnn. 1990).
The trial court waB correct in
holding that appellants have not attempted to obtain a variance
which would allow them to use thei~ property in .ome manner
other than a mOQile home park~ While it may have been f~tile on
appellants' part to ask Andover to help them develop the mobile
home park, it certalnlywould not have been futile to ask
Andover to allow them to develop their property in .ome other
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manner. Accordingly, any taking claim for the underlying real
estate would not be ripe for adjudication.
Additionally, the'
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taking claim for the special. use permit would not be ripe, aince
appellants have not aakea for relief since the initial denial in
1991.
C. ~easona~~use of the property
Even though the trial court held that the taking claim was
not ripe for adjudication, the trial court reached the merit. of
this issue and held that no taking had occurred. A taking doe.'
not occur until a property owner is denied all reasonable use of
his property by the exercise of police power in the re9ulatio~
of land use. See McShan~, 292 N.W.2d at 257. It is undisputed
that four other uses of appellants' property could be made at
this time without the necessity of sewer connection. a) 39,000
square' foot lata: b) 2-1/2 acre lots, c) planned unit
development of the property which combines various us.. and
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densities, d) rezoninq of the propex:ty.
Appellants hav.
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successfully developed property immediately west of the Bubject
proper~y as unsewered, single family lots.
Approval for that
subdivision was granted by the City of Andover. The trial court
correctly found nO taking, on the basis that other uses of the
property exiat.
Appellants,. on the other hand, argue that the governmental
action deprives them of all reasonable use of their permit. The
city may 'have deprived apP!lllanta of reasonable use of their
permit until 1990, however, this does not constitute a taking,
although appellants may be entitled to damages if the city'.
action violates the due process clause or the equal protection
clause.
II.
Appellants claim that the city'S denial of Hay's request for
a municipal sewer connection was arbitrary and capricious and
was done without a rational basis. The trial court found that
the city had rational. reason.. for plac1~9 and maintainlnq
appellants' property 1n the CAB interceptor di.trIct and that
the decision did not constitute arbitrary andcepricioua
action. The action which hes been challenqed by appellants is a
comprehensive plan decision mandated by the 1976 Land Use
Planning Act. J5ee Minn. Stat. S 473.951-473.872. AcCordinqly,
the decision will be upheld if there is a rational basi. for
it. ~ ParFonto Brothers, 425 N.w.2d at 599.
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The issue of sewer availability rests on de.signation of
sewer districts in Andover and whether the subject property
should have been included in the Coon Rapids, instead of the CAB
system.
interceptor district since at least 1970 when hearings were held
The subject property has been designated in the CAB
establishing t.he districts.
Grow Township and the .City of
Andover have designated western Andover as being within tha,t
interceptor area. , (The 1976 engineers report referred to by
. .
appel).ants contained several recommendations, however" the one
showing po~tions of wester~ An?over served by ,a lift station and
force main waB never adopted by the city as its sewer plan~)
Appellants accepted the pe~it, conditioned on municipal eewer
service, with knowledge that the property was within the
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district designated for CAB service.
It haa been the
understanding that this area within 1\ndover would not. be
serviced until sometime after 1990, even though the CAB
interceptor would be completed by 1981. The comprehensive plan
adopted by Andover in 1980 maintained the western part of
Andover in the CAB interceptor district.
Additionally, the ~USA lines remained unchanged, although
the city council and various neighboring property owners wished
to move the line so that it would be more difficult for
appellants' property to achieve sewer service. Appellants cite
to minutes of a March 18, 1980 meeting of the city council where
this discussion occurred. The minutes state in part.
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Mayor Windschitl stated that if and when
sewer and water is available, the city would
not be able to diecriminate between puttinq
water in one llrea or another. Attorney
Hawkins stated that the city can do nothlnq
to stop the trailer court if and when sewer
is available.
This discussion relates to moving the MUSA line"it did not
change the interceptor district of appellants' property. The
enqineer for the. city in 1980 stated that he wae concerned about
eliminating the total CAB interceptor area from the MUSA
boundary because it would eliminate the city'S reserved capacity
in the CAB interceptor.
He suqgested that everything west of
that line .be retained .in the MUSA area but be serviced by the
CAB interceptor, which would reserve the city'. right for
capacity in ,the CAB interceptor. The council then tabled any
further discussion of chanqing the MUSA boundary line. Because
no official action was taken, there. can be no claim for
arbitrary act.ion, even if the council llnd the neighbors had
.thoughts about taking arbitrary action.
In 19B1, appellants requested that their property be changed
from the CAB interceptor district to the Coon Rapids interceptor
district.
Before acting on this request, the city council
requested an engineer.ing report. The city denied Hay'. request
based on the conclusions and recommendations of the engineering
reportl
1) there would have to be a 3100 lineal foot extension
of the sewer pipe at a cost of $100,000, 2) 2100 feet of this
extension is across private property for which easements must be
obtained, 3) there is no lateral benefit to ~djacQnt. property
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for this extension, 4) the strip of 9round lacks Bufficient--
width to allow a Btreet riljlht-of-way, 5) not all of the land
could be serviced by gravity, thu' requiring a lift station,
6) extra frost protection would be needed, 7) the exten.ion of
service from the Coon Rapids interceptor into this property i.
inconsistent w~th the comprehensive sanitary sewer plan and the
,approved comprehensive plan of the city.
All of the above etated reasons constitute rational base.
for denying the rezoning of appellants' property.
At trial, . ,
however, Hay stated that he had procured an easement 110 that 'he
could hook up with the city sewer which is now only 1500 fe~t
away from his property.
Additionally, the expert en9ineer
:...J testified that it would be feasible to eervice appellantll'
property at this time, and that.a lift .tation Ie not nece..ary,
since the entire site could now be Berviced by qravity lIewer.
Furthermore, the expense cannot be a rational reason for denyinq
the extension of sewer since Hay has offered to provide .11 work'
and materials at his own expense.
We believe it may be irrational to deny sewer to appellants'
property in 1988, however, circumstances in 1981 were differ~nt
than today and the city's reasons ",ere rational at that time.
Because there was a rational basis for the city's actions in
1991, t.here can be no violation of due proce.. or equal
protection or 42 U.S.C. S 1993.
N.W.2d at 589.
See parranto Brothera, 425
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III.
The equltable doctrine of laches prevents a claim when a
party has unreasonably delayed in brim]i!,9 a claim. See
Shortridqe.~Daubl1~' 425 N.W.2d 840, 842 (Minn. 1988). The
,trial court held that appellants unreasonably delayed brin91n9
t.his Buit. and that the relief sought i. now difficult or
impossible 'to achieve.
Appellants last tUlked the City of
Ando'ver ,for immediate sewer serv:ice in April 19B1.
No other
formal contact was made with the city before this suit ",ae
commenced in 1986.
The evidenc~ at trial shows that much of the Coon Rapids
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interceptor has now been filled. However, there is aome acreage
U still available, but it is not shown whether this acreat;j8 is
sufficient to allow appellante' property to be hooked up to it.
If it i8 possible to place appellants' property in the Coon
Jtapids interceptor, then prejudice has not occurred to the
notice that Hay's land waS subject to a special use permit for a
mobile home park.
We believe it would be ironic for thiS court to apply the'
equitable doctrine of laches a9ainst Hay, eince Andover has been
fighting the special use permit since it was ordered by the
supreme court in 1973. While appellants may have delayed five
yeare in bringing this action, it would have been premature for
appellants to petition the city because any attempt would have
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city.
Additionally, all neiQhborln9 property owners ve~e on
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1s noW possible to connect appellants' property to city sewer.
,The,action by the city council clearly circumvents the Bupreme
court'B,decislon in 1973, in which Hay was to receive a special
use permit so that he could develop a mobite home park.
At trial in 1988, Hay presented evidence showing that from
an ~nqin~erin<j standpoint, sewer is now available' to the
property. ~ This evidence ~as not available in 1981 when the
council made its decision.
We affirm the trial court in all
matters, except that we ~ever8e the trial court's conc:lu810~
that appellant's claims are barred by laches. Appellants are
~llowed to bring their claim for immediate sewer service to the'
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city council in light of the changed circumstances.
The city',
8hall,qrant the claim 80 that the supreme court'- 1973 order
grantinq the special use permit will not be circumvented.
D Bel s ION
Affirmed in part, reversed in part.
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CITY of ANDOVER
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 7:30 p.m., or as soon thereafter as can
be heard, on Tuesday, July 9, 1991 at the Andover City Hall, 1685
Crosstown Blvd. NW, Andover, MN to review the proposed major
amendment to the Andover Comprehensive Plan that would add the
following described property to the Metropolitan Urban Services
Area:
The South 4 rods of the North Half of the Northeast Quarter of
Section 30.
AND
The Southeast Quarter of the Northeast Quarter of Section 30
AND
The South 84 rods of Government Lot 1 of Section 29
AND
The West 830.00 feet of the Northeast Quarter of the Southeast
Quarter of Section 30
AND
The North Half of the West Half of Government Lot 2 of Section 29
AND
All that part of the East Half of Government Lot 2 lying west and
south of SHIRLEY'S ESTATES of Section 29, except the south 200.00
feet thereof.
All in Township 32, Range 24, Anoka County, Minnesota
That part of the Northeast Quarter of the Southeast Quarter of
Section 30 lying northerly of the following described line:
Commencing at the northeast corner of said Northeast Quarter of
the Southeast Quarter; thence southerly along the east line of
said Northeast Quarter of the Southeast Quarter a distance of
190.00 feet to the point of beginning of the line to be herein
described; thence northwesterly to a point on the north line of
said Northeast Quarter of the Southeast Quarter distant 190.00
feet westerly along said north line from said northeast corner and
there terminating.
Page Two
Legal Notice - Comp Plan Amend
For Planning Commission Meeting 7/9/91
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Legal for Eldorado Street NW
The East 60.00 feet of the west 375.00 feet of the Southeast
Quarter of the Southeast Quarter of Section 30, Township 32, Range
24, lying north of County Road No. 116 as dedicated in the plat of
Anoka County Highway Right-of-way Plat No. 22.
(Generally located southwest of Round Lake)
All comments will be received at that time and location.
~J4
Victorla Yolk, Clty Clerk
Publication dates: June 28, 1991
July 5, 1991
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29 32 24 22 0001
Occupant
14791 Blackfoot St NW
Andover, MN 55304
,10 32 24 42 0033
\
" Icupant
1~445 Guarani st NW
Andover, MN 55304
30 32 24 42 0031
Occupant
14465 Guarani St NW
Andover, MN 55304
30 32 24 11 0010
Occupant
4110 - 147th Ln NW
Andover, MN 55304
30 32 24 12 0014
Occupant
14790 Guarani St NW
Andover, MN 55304
30 32 24 13 0019
Occupant
,. '654 Guarani St NW
~dover, MN 55304
30 32 24 13 0037
Occupant
14683 Guarani St NW
Andover, MN 55304
30 32 24 13 0040
Occupant
14597 Guarani St NW
Andover, MN 55304
30 32 24 13 0030
Occupant
14544 Guarani St NW
Andover, MN 55304
o
29 32 24 23 0001
Occupant
4151 - 141st Ave NW
Andover, mN 55304
30 32 24 42 0014
Occupant
14450 Guarani St NW
Andover, MN 55304
30 32 24 42 0015
Occupant
14440 Guarani st NW
Andover, MN 55304
30 32 24 42 0016
Occupant
4251 - 144th Ln NW
Andover, MN 55304
30 32 24 42 0032
Occupant
14445 Guarani st NW
Andover, MN 55304
30 32 24 11 0009
Occupant
4180 - 147th Ln NW
Andover, MN 55304
30 32 24 11 0011
Occupant
4050 - 147th Ln NW
Andover, MN 55304
30 32 24 11 0012
Occupant
4100 - 147th Ln NW
Andover, MN 55304
"-'- .,
30 32 24 12 0015
Occupant
14745 Guarani St NW
Andover, MN 55304
30 32 24 13 0018
Occupant
4264 - 147th Ave NW
Andover, MN 55304
30 32 24 13 0034
Occupant
4252 - 146th Ln NW
Andover, MN 55304
30 32 24 13 0035
Occupant
14582 Guarani st NW
Andover, MN 55304
30 32 24 13 0038
Occupant
14650 Guarani st NW
Andover, MN 55304
30 32 24 13 0039
Occupant
14651 Guarani St NW
Andover, MN 55304
30 32 24 13 0041
Occupant
14567 Guarani St NW
Andover, MN 55304
30 32 24 13 0029
Occupant
4275 - 145th Ln NW
Andover, MN 55304
30 32 24 13 0042
Occupant
14541 Guarani st NW
Andover, MN 55304
30 32 24 13 0043
Occupant
14513 Guarani St NW
Andover, MN 55304
29 32 24 23 0002
JBH Round Lk Dev Co
4550 Central Ave NE #1424
Columbia Heights, MN 55421
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~ 32 24 32 0006
Occupant
14324 Xenia st NW
Andover, MN 55304
29 32 24 31 0066
Occupant
14289 Woodbine St NW
Andover, MN 55304
29 32 24 31 0074
Occupant
14319 Xenia st NW
Andover, MN 55304
29 32 24 31 0078
Occupant
14269 Woodbine st NW
Andover, MN 55304
30 32 24 11 0007
Occupant
, ,IS - 147th Ln NW
'...{dover, MN 55304
30 32 24 12 0015
Occupant
14745 Guarani st NW
Andover, MN 55304
30 32 24 42 0001
Iowa Public Service Co
401 Douglas St
Sioux City, IA 51101
30 32 24 12 0014
Occupant
14790 Guarani st NW
Andover, MN 55304
29 32 24 31 0072
Occupant
14298 Woodbine St NW
,~~dover, MN 55304
\. )
29 32 24 31 0069
Occupant
14268 Woodbine st NW
Andover, MN 55304
29 32 24 32 0003
Occupant
14348 Xenia St NW
Andover, MN 55304
29 32 24 32
Occupant
14332 Xenia
Andover, MN
0005
st NW
55304
29 32 24 32 0007
Occupant
14316 Xenia st NW
Andover, MN 55304
29 32 24 31 0065
Occupant
3740 - 143rd Ave NW
Andover, MN 55304
29 32 24 31 0067
Occupant
14279 Woodbine st NW
Andover, MN 55304
29 32 24 31 0073
Occupant
3755 - 143rd Ave NW
Andover, MN 55304
29 32 24 31 0075
Occupant
14329 Xenia st NW
Andover, MN 55304
.~ -.
29 32 24 31 0079
Occupant
14349 Xenia St NW
Andover, MN 55304
30 32 24 11 0008
Occupant
4175 - 147th Ln NW
Andove r , MN 55304
30 32 24 41 0001
Occupant
4151 - 141st Ave NW
Andover, MN 55304
30 32 24 43 0001
Occupant
4151 - 141st Ave NW
Andove r , MN 55304
29 32 24 31 0076
Occupant
14339 Xenia st Nw
Andover, MN 55304
30 32 24 11 0006
Occupant
14800 Blackfoot st NW
Andover, MN 55304
30 32 24 12 0011
Occupant
4225 - 147th Ln NW
Andover, MN 55304
30 32 24 42 0030
Occupant
4240 - 144th Ln NW
Andover, MN 55304
30 32 24 44 0001
Occupant
4151 - 141st Ave NW
Andover, MN 55304
29 32 24 31 0070
Occupant
14278 Woodbine St NW
Andover, MN 55304
29 32 24 31 0071
Occupant
14288 Woodbine St NW
Andover, MN 55304
29 32 24 32 0004
Occupant
14340 Xenia St NW
Andover, MN 55304
29 32 24 32 0008
Occupant
14308 Xenia St NW
Andover, MN 55304
JUL- 9-91 TUE 15:21 SIMONSON ST MICHEAL
4972121
P.Ol
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JUL-12-'91 FRI 10:47 ID:PEACH ASSOCIATES INC TEL NO:612 434 9358
1:1583 P01
, "
V
CITY of ANDOVER
PLANNING AND ZONING COMMISSION MEETING - JULY 9, 1991
MINUTES
The Regula~ DI-Monthly Meeting of the Andover Planning and Zoning
Commission was called to order by Chairperson Randy Peek on July 9,
1991, 7130 p.m., at the Andover City Hall, 1686 Crosstown Boulevard
NW, Andover, Minnesota.
CommIssioners present 1
Maynard Apell Bonnie D~hn. Steve Jonak, Bev
Jovanovich. Becky Pease
Marc, McMu I I en
City Planner, David Carlbergl and others
Comml..loner Ab..r~~
Also present:
o
APPROVAL OF MINUT~S
June 2e, 1991: Correct as written.
MOTION by Apel. Seconded by Dehn, the Minutes of June 26 be approved
as p~esented. MotIon ca~rIed on a 4-Yee (Apel, Dehn. Jonak, Pease>,
2-Preeent (Jovanovich, Peek>. 1-Absent (McMullen> vote.
PUBLIC HEARING - MAJOR AMENDMENT TO COMPREHENSIVE PL~~ - ;:~e~
EXD&nsIon ReQUest. 84 Ac~es In SectIons 29 and 90 - daa d
Construction ComDAnv
The hearing WAS opened at 7:32 p.m. Mr. Carlberg reviewed the
p~oposed maJor amendment to the ComprehensIve Plan to provIde a
temporary connectIon wIth the Coon Rapids Sanitary Sewer Interceptor
to a~ acres In the southwest co~ner of Round Lake. It wIll be
permanently served by the CAB Intercepto~ at the time It becomes
avaliable.
M~. Ca~lbe~g also explained the prope~ty Ie currently zoned R-1;
however, the p~opo8ed amendment would be applicable only to R-4
development. The sketch plan calls fo~ an R-4 development of 183
units. It Is lIkely there wIll be less units after the varloue
agencies such as the ONR, Armv Corps of Engineers and Lower Rum River
Management OrganIzation. review it. The Anoka County Highway
Department has given approval for traffIc generation to maJor roads.
WIth the proposed exIts In the plat and the widenIng of Round Lake
Boulevard, the County feels the roads can handle the additional
trAffIc.
(:J
The Commission and Mr. Carlbe~g then reviewed the document,
-Inform4tlon BUDmloslon for MaJor Comprehensive Plan Amendments- and
made the followlno corrections:
'~:~'. . .
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JUL-12-'91 FRI 10:48-ID:PEACH ASSOCIATES INC TEL NO:612 434 9358
1:1583 P02
Planning and 20nlng CommIssion
Mlnut.. - JUly 9, 1991
Page 2
(PublIc H.,a~Ing - M4JO~ Amendment to Comp~ehenslv. Plan, Continued)
Page 1, B, Second paragraph, eecond lIne, change tOI .CAB (Champlin _
Anoka - Brooklyn Park) Interceptor..
Page 5, D, Recreation Open Space, change tOI .The City owne a 99-ac~e
natural park res.rve....
Page 6, First paragrah, second to last line, change tOI
....resldentIal density (R-4, Single Family U~ban). Therefor...."
Page 6, IY. Impact on Houelng: Mr. Nedegaard stated the propoeed
housing should bedn the .eo,ooo to .175,000 prIce range. Mr.
Carlberg felt the proposal wIll have no Impact on the eupplY and
attordablllty of housing types.
Page 8, YI, Implementation Program, flr3t paragraph, correct tOI
.Other ordinances that will play key roles In the development of the
property are OrdInance No.8, the Zoning OrdInance, Ordinance No. 10,
SubdivIding and Plattlngr Ordinance No. 50, rlood PlaIn; and OrdInance
No. 71, Shoreland Management.
The City will need to modify Its present pOlley that all sewers withIn
the HUSA Boundary be gravity flow systems <temporary prIvate)."
Mr. Carlberg then brIefly revIewed the ChecklIst. Once this Is
approved by the City CouncIl, It will be submItted to the MetropolItan
Council. Upon theI~ app~oval, the PlannIng CommissIon will go th~oUgh
the no~al procedu~e of reviewing the sketch plan and p~ellmlnary
plat. The Item this evening ie only the p~opoeed maJor amendment to
the Comprehen.tve Plan.
Ch&lrper.on Peek aeked Ii Staff l~ comfortable with the proposed
development. Mr. Carlberg stated with at least two ent~anc8s1exI3t3
and hopetully the access south to County Road 116, he Is comfortable
with the layout and proposed traffic flow. The southern access will
be ba.lcally controlled by the DNR because of the wetland are4.
Chal~pereon Peek asked If the MetropolItan Council will require 4
trade-Off along the Hanson Boulevard corridor to approve thIs area for
sanitary sewer. Mr. Ca~lbe~g stated thIs will Impact the
Comp~ehenslve Plan update that Is currently being done, feeling It
will take away from the Ccmp~ehen8lve Plan figures now beln; p~opoeed.
He also felt the objectIons of the Met~opolltan CouncIl over the last
maJo~ amendment have been overcome. Thle proposal includes property
that Ie contiguous to the exletlng HUSA area. It Is hoped the
Metropolitan Council will also work with the CIty on the density
requIrements and accept the Cltyie proposal of zoning the areas which
can eventually be served by gravity flow at a denelty of 1/40. The
minimum lot siZe outside the gravity flow a~ea would remain at 2 1/2
Ai'U'.. .
()
o
~,<L..- J.~- :a rr<l_-HJ. -+0 'llJ'rt::H~H,-H~~Ul.IH I t:~ -lNC -, t:L-NlJ: 612-434 -9358
j:j583-P03
PJannln9 and 20nlng Commlaslon
Hlnutes - July 9, 1991
Page 3
(Public Hea~lng - Major Amendment to Comp~ehenelve Plan, Continued)
DavId Newman. NedeaaA~d Con~t~uctlon - cla~lfled the development
plan before the Commission Is only a concept plan. There are a numbe~
of agencies that will look and act on this. so the~8 will be changes.
From other meetings, they knew some of the ~esldents would like to see
larger lote on this property. But as a p~4etlcal matte~, with
utilities and the cost of the land, they need to have the density In
order to make the proJect ~ork. With the CAB coming In fairly 800n,
they think this Is the time to act and that this Is a good prOPosal.
They pride themselves In being able to work with the City to give It a
Successful project. They are also working wIth Ms. Sonetebv to have
an acoess to CoRd...!15 to address the concer-n of the Cl ty Council.
There was no pUblic testimony. Chalrper90n Peek asked for a motion to
close the pUbliC hearing.
MOTtON by Apel, Seconded by Pease, to so move. Motion ca~rled on a
6-Y.., 1-Absent (McMullen) vote.
Mr. Car'lbe~g stated he received four calls from residents on questions
about the public hearing notice. One reeldent was In favor and faxed
a letter of support, which Is before the Commission this evening. He
has not heard any other comments from the reeldent~.
MOTION by Ape). Seconded by Peaee, that the PI~nnlng and ZonIng
Commission forward the Major Comprehensive Plan Amendment to the City
Council IndIcating our recommendation for approval with those mInor
changes we talked about. A public hearing was held and no comments
were receIved. Hotlon carried on a 5-Yes, 1-Absent (McMullen) vote.
Hr. Carlberg stated this Item wIll be heard by the City Council at Its
July is meeting. 8'01 p.rn,
'01 lowing the hearIng, several resIdents raised questions on the
propOsed development Itself, accesses, and on what will happen to the
park In Shirley's AddItion. One pereon felt the roads cannot handle
that much traffic. Hr. Carlbe~~ explained the proposal to exit to
CoRd 116, though that will be controlled bV the DNR. The park and
trail will remaIn. He gueesed the Park Board wIll take cash In lieu
of land for this development. He aleo noted these will be discussed
In further detail at the prelimInary plat stage.
al'HER BUSINISS
Mr. Carlberg reviewed the Council's actIon on July 2, 1991, on the
'\ Comprehensive Plan Update contract. The Task Force Is scheduled to
~ have a Joint meeting With the Park and RecreatIon CommIssion on July
18,6145 p.m. to discussion the Parks, Recreation. and Open Spaces
Chapter" and at 7'30 the Task Force will meet to dIscuss the
TransportatIon Chapter of the Comprehensive Plan.
()
-~~JW~-!~~'91-FRI-10:49-ID:PEACH-ASSOCIATES INC TEL NO:612 434 9358
1:1583 P04
PI.nnlng and ZonIng CommIssion
Minutes - July 9, 1991
Page '"
(Oth.~ Business. Continued)
Chalrperaon Peek also reviewed the CIty Council actIons of July 2.
1991, on Items fo~arded to them by the Planning Comml~~lon.
Hr. Carlberg aSked for the CommIssion's opinion on the "1991 CIty of
AndoYe~ Board Member Manual- PUblished by Board and AdmInistrator
Newsletter. It they feel It Is useful, the manuals can be purchased
tor .16 each. If not, they must be returned withIn 30 days. Afte~
revIew, the CommIssIon generally felt It Is geared more toward
admInIstratIon and the Information provided does not warrant the
expense. Mr. Carlberg was dIrected to return the manuals.
l>_~ -.
There beIng no fu~ther busIness. Chairperson Peek declared the meetIng
adJou~ned It 811<4 p,m.
R.apectfullY submItted,
_ Y'v\~~~~
c=) '~~'lll A. PtaCh
RecordIng Secretary
()
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.w. . ANDOVER, MINNESOTA 55304. (612) 755-5100
MEMORANDUM
TO:
COPIES TO:
FROM:
DATE:
REFERENCE:
Honorable Mayor and City Councilmembers
Howard D. Koolick, Finance Director
July 16, 1991
Financial Information to be published
Minnesota state statute Section 467.697 contains m1n1mum
publication requirements for all cities with a population over
2,500. The format of this publication is determined by the
State Auditor. The publication includes primarily financial data,
although there is also some narrative information.
Attached to this memo you will find a copy of the information that
was submitted to the newspaper for publication. It should be
published in the Anoka Union this Friday. State law requires it
be published no later than July 31st.
'r
CITY OF ANDOVER
SUMMARY FINANCIAL REPORT
~
The purpose of this report is to provide a summary of financial
information concerning the city of Andover to interested citizens.
The complete financial statements may be examined at Andover city
Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Questions
about this report should be directed to Howard D. Koolick, Finance
Director at 755-5100.
The following summaries are from the general purpose financial
statements of the City for the years ended December 31, 1990 and 1989.
The right hand column shows the percentage change in dollars between
the two years.
REVENUES AND EXPENDITURES FOR GENERAL OPERATIONS
(Governmental and Expendable Trust Funds)
PERCENT
TOTAL TOTAL INCREASE
1990 1989 (DECREASE)
REVENUES
Taxes $ 1,441,006 $ 1,124,090 28.19 %
special Assessments 3,648,638 3,96'3,449 (7,94 )
~
Intergovernmental Revenues 1,133,122 1,346,350 (15.84 )
Charges for Services 75,962 58,754 29,29
Licenses and permits 212,793 259,083 (17.87)
Interest 1,516,505 1,260,878 20.27
other 135,106 174,117 (22.41)
Total 8,163,132 8,186,721 0.29 %
EXPENDITURES
General Government 593,778 645,521 (8.02 )
publi c Safety 754,914 705,415 7.02
public works 309,593 305,745 1. 26
Recreation 261,449 218,571 19,62
Miscellaneous 212,613 136,567 55.68
Capital projects 2,111,403 2,338,639 (9.72)
Debt Service 11,531,208 2,946,691 291.33
Total 15,774,958 7,297,149 161.80 %
Excess of Revenue Over
(under) Expenditures (7,611,826) 889,572 See Note 1
OTHER FINANCING SOURCES (USES)
Bond proceeds 4,031,476 3,170,588 27.15
Transfers From other Funds 1,069,383 1,594,800 (32.95 )
Transfers To other Funds (1,099,883) (1,587,554) 30.72
Excess of Revenue and other
Sources Over (Under)
Expenditures and other
Uses (3,610,850) 4,067,406 See Note 1
FUND EQUITY-BEGINNING OF YEAR 17,295,236 13,227,830
\ FUND EQUITY-END OF YEAR $13,684,386 $17,295,236 See Note ]
\..J
~
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Note 1: During 1990, the city of Andover redeemed four bond issues
prior to their maturity. In addition, bonds issued in 1987
totaling $6.55 million matured in 1990. The majority of
these bond payments were made with special assessment funds
received in prior years. Due to this large increase in debt
service which was not paid from current revenues, no
percentage change has been shown for these lines.
CITY OF ANDOVER
KEY FINANCIAL HEALTH INDICATORS
1990
1989
1988
current population per
Metropolitan council
Estimate 15,216
14,646 13,086
Net Tax Capacity (See
Note 2) $ 8,176,220
$ 9,214,934 $ 60,605,381
Percent of property
Taxes Collected 97,37%
98:10% 98.29%
city Revenues Per Capita
(Governmental Funds) $ 536.48
$ 556,69 $ 460.97
city Expenditures Per
Capita (Governmental
Funds) (See Note 3) $ 1,036.73
$ 498.23 $ 882.41
Ratio of Bonded Debt to
Tax capacity 289.14%
Bond Rating
state Aid Street Bonds
other City Bonds
314.60% NA
A
Baal
A
Baal
~
Baal
Note 2 _ Net Tax Capacity replaced gross tax capacity as the
method for determining taxes effective in 1990. For
1989, gross tax capacity replaced assessed valuation as
the method for determining taxes. Due to these changes,
amounts shown are not comparable and there is no method
available for converting between the three measures.
Note 3 _ Care should be taken when comparing these figures. Due
to the large debt service payments funded by special
assessments collected in previous years, the 1990 amount
is substantially higher than normal.
NA _ Due to change from assessed valuation to gross tax capacity,
these numbers are not available.
~
~
The complete financial report available at Andover city Hall includes
the detail of this published report.
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CITY OF ANDOVER
Combined Statement of Revenue, Expenses, and Changes in Retained Earnings
0 Proprietary Fund Type
Years Ended December 31, 1990 and 1989
Enterurise Funds
1990 1989
Operating revenue -
User charges $ 508,933 $ 374.008 I
L
Meters 26,185 29,710
Permit fees 10,750 12,800 -
Penalties 12,445 13,601 I
Other 1.737 268 \.
Total operating revenue 560,050 430,387 .-
I
Operating expenses L.
Personal services 95,838 82,941
Supplies 25,080 21,763 L
Meters, etc, 21,662 25,164
Other services and charges 28,1{2 40,861
Disposal charges 212.665 180.181
Total operating expenses 383.357 350.910 L
Operating income before depreciation 176,693 79,477
Depreciation 324.588 312.792 L
Operating loss (147,895) (233,315)
I
Other income (expense) L
Interest income 18,054 9,721
Interest expense (748) [
Total other income (expense) 17.306 9.721
Net loss (130,589) (223,594) [
Other financing seurces (uses)
Operating transfers in [
Debt Service Funds 30,500
Operating transfers (out)
Debt Service Funds (7.246) [
Total other financing sources (uses) 30,500 (7,246)
Add credit for depreciation on contributed assets 317.905 309.893 [
Income closed to retained earnings 217,816 79,053
Retained earnings [
Beginning of year 252.578 173.525
End of year $ 470.394 $ 252.578
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CITY of ANDOVER
t~~ E eEl \i EO.
.. --.. 1
R, jUL 151991 f .
,-
Date: '1 J )) ) q )
I /
No.
~/-Ib
Gentlemen:
We, the undersigned, owners of real property in the following described
area:
\ 5 q ~ ~ w h0we.."" I/\~""d-~~ (SIll/^- evv "- ~
iR \.;\1""'\ ~ i v~"
do hereby'petitio~ that said portion of said area be improved by
Construction of City
and that the cost of said improvement be assessed against the benefiting
property, as authorized by Chapter 429, Laws of Minnesota.
SIGNATURE OF OWNER
ADDRESS
LEGAL DESCRIPTION
YES
NO
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This petition
Address:
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACfION
DATE
Julu 16, 1991
BY:
"
AGENDA SECTION
NO,
Discussion Items
ITEM
NO,
ORIGINATING DEPARTMENT
Engineering ~~~
Todd Haas
The City Council is requested to approve the following items as
requested by Woodland Development.
Amended resolution (see attached)
Approve Registered Land Survey (see attached survey).
Accept easement for driveway purposes which allow the City
to have access to Tract Y (the cemetery).
The reason for the request is the Registered Land Survey is
inconsistent to descriptions that were approved by the City
Council on March 6, 1990. By approving the amended resolution it
would then be consistent to the Registered Land Survey.
/ MOTION BY
. \
~rTO
COUNCIL ACTION
SECOND BY
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
~)
RES. NO.
A RESOLUTION AMENDING RESOLUTION NO. 029-90 OF PARCEL C AND D OF
THE LOT DIVISION FOR JAMES AND PAMELA DEAL LOCATED OFF TRACT H,
REGISTERED LAND SURVEY NO. 72 FOR THE PURPOSE OF CONVEYANCE
LOCATED IN SECTION 18-32-24.
WHEREAS, the city acknowledges that Resolution 029-90 of
Parcel C and D of Tract H of Registered Land Survey No. 72 was
incorrect;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the
City of Andover hereby agrees to amending Resolution No. 029-90
with the splitting of Tract H, Register Land Survey No. 72 with
the following revised description:
Parcel C: That part of Tract G, Registed Land Survey No.
72, files of the Registrar of Titles in and for
Anoka County, Minnesota lying westerly of the
following described line: Beginning at the
intersection of the north line of of said Tract G
and the northerly extension of the westerly line
of Tract Y, said Resistered Land Survey No. 72;
thence South 2 degrees 48 minutes 32 seconds
West, assumed bearing, along said westerly line
and its northerly extension 145.70 feet to the
southwest corner of said Tract Y; thence south 3
degrees 21 minutes 42 seconds West 193.47 feet to
the south line of said Tract G and there
terminating. Subject to road easement over the
west 33.00 feet thereof (2.31 acres excluding
road).
Parcel D: That part of Tract G, Registered Land Survey No.
72, files of the Registrar of Titles in and for
Anoka County, Minnesota lying easterly of the
following described line: Beginning at the
intersection of the north line of said Tract G
and the northerly extension of the westerly line
of Tract Y, said Registered Land Survey No. 72;
thence South 2 degrees 48 minutes 32 seconds
West, assumed bearing, along said westerly line
and its northerly extension 145.70 feet to the
southwest corner of said Tract Y; thence South 3
degrees 21 minutes 42 seconds West 193.47 feet to
the south line of said Tract G and there
terminating. Subject to an easement for driveway
purposes over the north 15.00 feet thereof and
over that part thereof lying westerly of the
northerly extension of the easterly line of said
Tract Y ((2.50 acres).
u
BE IT FURTHER RESOLVED that Parcel C be granted a variance
as to lot area and to allow for the granting of an easement over
the west 33.00 feet thereof for road purposes <Makah Street).
;j
Adopted by the City Council of the City of Andover this 16th
day of July, 1991.
CITY OF ANDOVER
ATTEST:
Kenneth D. Orttel - Mayor
Victoria Volk - City Clerk
~ )
GERALD T. COYNE
3Q) BRUNSWIClC AVE. So
GOLDEN VAllEY. IolINH.
MINH. REG. NO. ~7~1
LOT SURVEYS' COMPANY
L.L.'ID SURVEYORS
UGIIITlmu mma L4WB or STA.D or JIIMlO:SoTA.
, ) INDUSTRIAL - JUDICIAL
\... / COIolIolEll.CIAL - TOPOG~APHICAL
CITY LOTS - PLATTING
7801 . 73rd A_ No..
M_____ Mw- ss.qa
5110-3093
.surn~yurs ~trtiI~
Proposed easement for driveway purposes
1An40ND A. ~itASCH
4917 IDAHO AVE. N.
UC,UlCLYN PARlC" IolINN.
MINH. REG. NO. 41~1
INVOICi He.
F. L He.
SCALE 1- =
.
The south 15.00 feet of that part of Tract H, Registered Land
Survey No. 72, files of the Registrar of Titles in and for
Anoka County, Minnesota lying east of the west 339.95 feet
thereof.
That part of Tract B, Registered Land Survey No. ______, ,
lying westerly of the northerly extension of the east line of
Tract Y, Registered Land Survey No. 72 and that part of the
north 15.00 feet of said Tract B lying east of said east line
of Tract Y extended northerly, files of the Registrar of
Titles in and for Anoka County, M~nnesota.
/ \
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Soorwoy.ci byo .. tIlio _a.., of _ .
Sig:ned
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LOT S1m.VEYS COMPANY
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-n1",r..1- (,,11'1'70
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R 029-90
A RESOLUTION GRANTING THE LOT SPLIT REQUEST OF JAMES AND PAMELA
DEAL ON THE PROPERTIES GENERALLY DESCRIBED AS TRACTS G
AND H, REGISTERED LAND SURVEY NO. 72, and GRANTING A
VARIANCE AS TO LOT AREA ON PARCELS B AND C.
WHEREAS, James and Pamela Deal have requested a lot split to
create two (2) lots on Tract G, Registered Land Survey No. 72,
for the purpose of conveyance; and
WHEREAS, James and Pamela Deal have requested a lot split to
create two (2) lots on Tract H, Registered Land Survey No. 72,
for the purpose of conveyance; and
WHEREAS, the Planning & Zoning Commission has reviewed the
request and has determined that said request meets the criteria
of Ordinance No.8 and 40, except as noted below; and
WHEREAS, a public hearing was held and input received; and
WHEREAS, the Planning & zoning Commission recommends to the
City Council approval of the lot splits requested, with
conditions;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the
City of Andover hereby agrees with the recommendation of the
Planning Commission to allow for the splitting of Tracts G and H,
Registered Land Survey No. 72, as follows:
Parcel A: That part of Tract H, Registered Land Survey No.
72, files of the Registrar of Titles in and for
Anoka County, Minnesota lying east of the west
339.95 feet thereof. Subject to driveway easement
over the south 15.00 feet thereof. (2.50 acres)
Parcel B: The west 339.95 feet of Tract H, Registered Land
Survey No. 72, files of the Registrar of Titles in
and for Anoka County, Minnesota. Subject to road
easement over the west 33.00 feet thereof. (2.258
acres excluding road easement)
Parcel C: The west 329.74 feet of Tract G, Registered Land
Survey No. 72, files of the Registrar of Titles in
and for Anoka County, Minnesota. Subject to road
easement over the west 33.00 feet thereof.
(2.308 acres excluding road easement)
Parcel D: That part of Tract G, Registered Land Survey No.
72, files of the Registrar of Titles in and for
Anoka County, Minnesota lying east of the west
329.74 feet thereof. Subject to an easement for
driveway purposes over that part of the north
15.00 feet thereof lying east of the northerly
extension of the east line of Tract Y said
,v
,-
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. Registered Land Survey No. 72. Also Subject to an
easement for driveway purpOses Over that part of
said Tract G lYing between the northerly
extensions of the east,and west lines of said
Tract Y. (2.50 acres)
BE IT FURTBSR RESOLVED that Parcels Band C be granted a
variance as to lot area and to allow for the granting of an
easement oVer the West.)).OO feet thereof for road purposes
(Makah Street).
~~
BE IT FURTBER RESOLVED that Parcels A, 0 and Tract Y have one
(1) common driveway alloWing for access onto CSAH NO.7, said
driveway located along and 15.00 feet either side of the common
property line of said Parcels A and 0, and Continuing to the west
and south to provide access to Tract Y.
BE IT FURTHER RESOLVED that this lot split request is subject
to receipt of Park Dedication Fees for each lot as set out in
Ordinance No. 10, Section '.07; Said fees to be paid prior to the
conveyance and reCording of said Parcels. A, B, C and D.
Adopted by the City COuncil of the City of Andover this 6th
day of March, 1990.
ATTEST:
CITY OF ANDOVER
~-<-,~~ I~
V~ctor~a VOlk, C~ty Clerk
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@
METRO DIGEST @
, '
A monthly digest of the activities of the Metropolitan Council, Metropolitan AirportS Commission,
Metropolitan Parks and Open Space Commission. Metropolitan SportS Facilities '~. isf!!lrj~-L.3 f K. ED
Metropolitan Transit Commission, Metropolitan Waste Control Commission. and , ,nIL ~ I}o~.
For commission inquiries. call the commission concerned. '
,
001[7 1/1:1 ~C) c,c. ~ JUL 151991 ,
J-' VACr--v ,/It,jq / ~=/iuzn __
CITY OF ER
'~
July 12, 1991
The Metropolitan Council is located at Mears Park Centre, 230 E. Fifth St., St. P ul
Minn" 55101. For more information about Council items, call 291-6359,
Recent Metropolitan Council Actions
The Council took the following actions in June:
Rural Area Pollcles- The Council approved draft
amendments to the Metropolitan Developmelll and
In~tmelll Framework (MDIF) that deal with
policies for the rural service area. The
amendments were approved for the purpose of
public hearings. (See Public Meetings and
Hearings, pg. 3,) Highlights of the amendments are
as follows:
. The Council reaffirms its policy that
land in the rural service area should be planned for
a development density no greater than one
dwelling unit per 10, acres,
. Density may be calculated on the basis
of 640-acre (one square mile) parcels to permit
clustering.
. Permitted land uses other than
residential and agricultural are clarified.
. New language is added supporting local
and regional planning for "transition areas", rural
areas that may eventually be needed for expansion
of the urban service area.
. Standards are strengthened for on-site
sewage disposal systems.
. Criteria and procedures for reviewing
comprehensive plans of communities that are
inconsistent with Council policies are provided.
For more information. call Anne Hurlburt of the
Council staff at 291-6501.
'\
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Aglng_ The Council adopted the 1992 TItle III
funding priorities and allocations as proposed by
the Advisory Committee on Aging. Changes from
1991 include increasing the priority of. and
allocation to, chore services; and reducing funding
for legal services.
Airports-The Council approved an application for
a S355,5oo Federal Aviation Administration grant
to help fund the dual-track airport planning effort.
Housing-The Council granted an extension of the
Project Based Assistance proposal submission
period to August 15, 1991, for all owner/sponsors
who requested application materials,
The Council approved an application to the
Minnesota Housing Finance Agency to administer
funds for phase VI of the agency's deferred loan
program. The program helps low-income
homeowners make home improvements,
Local plllnnlng- The Council recommended that a
Randolph Township comprehensive plan
amendment to change the land-use designation on
a 23,I-acre parcel from agriculture to residential
not be adopted.
The Council approved a Champlin comprehensive
plan amendment that extends the boundaries of
the metropolitan urban service area by 3.8 acres,
The Council found a Jordan comprehensive plan
amendment consistent with regional land use and
sewer policies.
The Council found a Laketown Township
comprehensive plan amendment to change density
options consistent with regional policies,
The Council found an Eagan comprehensive plan
amendment to update the city's transportation
planning goals and policies consistent with regional
policies,
PIII'ks- The Council approved the request for
payment of S2.8 million by the Department of
Trade and Economic Development for distributing
the fiscal year (FY) 1992 regional park operations
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METRO DIGEST ~
Dakota - Officials: 10-11 a.m, Residents:
11-11:15 a,m,
Dakota-Scott - Officials: 11:30 a,m.-12:30
p.m, Residents: 12:30-12:45 p.m.
Anyone else wishing to speak can do so
starting at 1 p,m. For more information, call
Donna Mattson of the Council staff at 291-6493.
Rural Area Polley Changes..The Metropolitan and
Community Development Committee will hold
public hearings on the proposed MOIF rural policy
amendments in July as follows:
Thursday, July 18, 4 p.m" Council
Chambers,
Tuesday, July 23, 7 p.m., Chaska City Hall,
One City Hall Plaza, Chaska.
Wednesday, July 24, 7 p,m" Bunker Hill
Activity Center, 550 Bunker Lake Blvd., Andover,
For more information, call Anne Hurlburt of the
Council staff at 291-6501.
NEW PUBUCATIONS
The following publications have been published
recently by the Metropolitan Council To order,
write the Metro Council Data Center, 230 E. Fifth
St., St. Paul, MN, 55101. These publications are
also available at major public libraries in the
Metropolitan Area.
GENERAL
Metropolitan Council Draft 1992 Work Program
and Budget. This draft calls for a 1992 operating
budget of S15,4 million and a tax levy of $8.5
million. The work program sets priorities on
transportation, solid waste and water resource
management. housing, and revision of the
Metropolitan Development and Investment
Framework. No, 216-91-095; 108 pages; no charge.
Metropolitan Council Publications Directory
(April 1991 edition). Lists available publications,
including policy plans, issue papers, data reports
and video/slide-tape presentations. No. 310-91-
042; 61 pages; no charge,
AIRPORT PLANNING
Selecting a Search Area Cor a New Major AIrport,
Part Two: Draft Data Analysis. This report details
the data gathered on the three search areas being
looked at for a possible major new airport in the
Twin Cities Area, No, 559-91-088; 60 pages; no
charge,
Selecting a Search Area Cor a New Major Airport:
Draft Data Analysis Appendices, No, 559-91-
088A; 87 pages; no charge.
Selecting a Search Area Cor a New Major Airport:
Summary oC Comments at Eight Public Meetings.
Summarizes concerns expressed by people at public
meetings held in February and March, including
impact on physical and human environment, not
enough being done to expand the existing airport
and a too-short planning timeframe. No. 310-91-
080; 21 pages; no charge.
LAND USE
Draft Amendments to the Metropolitan
Development and Investment Pramework (MDIF):
Polides Cor the Rural Service Area. These draft
amendments to the Council's MOIF include
criteria for Council approval of local plans that are
inconsistent with MOIF rural area policies, (Or
ask for a summary .Overview'.) No, 620-91-076;
16 pages; no charge,
Background papers on proposed amendments to
the MDll': Polides Cor the rural service area.
Discusses issues involving the amendments, above.
No, 620-91-077; 50 pages; no charge,
SOLID WASTE
Metropolitan Landftl1 Abatement Account: FY92.93
Work Program and Budget. Describes six types of
grants available to governments, business and other
organizations through the Metropolitan Landfill
Abatement Fund. No, 522-91-073; 32 pages; $2.50.
Metropolitan Landftl1 Abatement Account: FY93
Technology and Researcll Grant" Program,
Contains information for grant applicants who
want to use new technology to abate solid waste or
carry out research for applying existing technology,
No, 522-91-083; 24 pages; no charge.
Metropolitan Landft1l Abatement Account: FY92
Education and Technical Assistance Grant
Program. Contains information for grant
applicants who want to expand or improve
education and technical assistance programs for
abating solid waste. No, 522-91-087; 24 pages; no
charge.
'''\
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1 //~/71
J.50:':; -- J.47th
Andovet-, i"IN
J.2 ,July 199J.
AV€?nu8 N.W.
55~!.04
City of (.,)nclover-
1685 NW Cr-osstown Blvd
Andover-, MN 55304
Attenticm:
Ci t Y Counci I
Mr-. Mayor-, City Council Member-s:
Thank yeu fer- allowing my neighbors and I te address you r-egar-ding our-
builder-, Meridian Homes. Although I am somewhat disappointed by the
lack of options available to Minnesota municipalities, I do appr-eciate
the obvious concer-n expressed by the council dur-ing the past two
council meetings.
I have taken advantage of your- resolution allowing the city building
inspector to reinspect my home, scheduling a meeting on the morning of
the 15th with Mr-. Almgr-en and a r-epresentative of the builder. This
should help resolve some of the outstanding issues with my home,
including its foundation pr-oblem.
Again, thank you for- spending your- time on an issue that is ver-y
impot-tD,nt to me.
8i nc:€?r-el y,
Lj~IVIO~
[lJilli<"I1"I N. Dliv[~I~ II
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If! 8onestroo Owner City of Andover, 1685 NW Crosstown Blvd, Andover, MN 55304 Date 1uly 9, 1991
lID.....
1\]1 Ancfetllk & Contractor Maertens-Brenny Constr., 8251 Main St NE, Mpls, MN 55432-1849 01ange Order No. 3
AtsoclatH
_1- Bond Co. Alexander & Alexander, AUn, Meredith Shian, PO Box 1360, Mpls, MN 55440
) IL............-.
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CHANGE ORDER NO. 3
Andover FIre Station Nos, 1 & 2
File No. 17130
De.~ptinn nrWnrk
This change order describes the addItional work requested by the buildIng contractor,
Contract Unlt Tolal
No. Item Unlt Quantity Prlce Amonnt
1 Add quarry tile in Apparatus Rooms on
"
walkways and the vertical face of walk-
ways. Ramps not Included. LS 1 4,246.00 4,246.00
2 Revise the coat rack in Room 108 to
include shelving in 1/20f the room and
open storage w/shelrin the other 1/2
of the room, LS 1 222,00 222.00
, "-
'---/; Add 2 electrical outlets to the Training
Room at the SE & SW corners at height to
accomodate ceiling-hung TV, LS 1 199.00 199,00
4 Change Tennant floor finish in the
Appar~tus Rooms to 3M Quartzlte fmish. LS 1 19,033.00 19,033.00
5 Change to low "E" glass at all exterlor
wIndows. LS 1 649,00 649.00
6 Add full height drywall and wood panel
waInscot at Training Room and
Chief's Office, LS 1 4,393.00 4,393.00
7 Add dlshwasher under counter at FIre
Station No, 1 kitchen. LS 1 714.00 714.00
8 Add magnetic latches to Door Nos, 101F
& 199A at F"lre Station No, 1 and 100B at
I
FIre Station No. 2 LS 1 2,915.00 2,915.00
o
17130.CHA
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Contl'llct Unll Tolal
. ~o. lIem Unit Quanllty Price Amount
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9 Add concrete slab In lieu of painted
island for Fire Station No, 1 motorcycle
parking area. LS 1 436.00 436.00
Total Change Order No. 3 $32,807,00
Original Contract Amount
Previous Change Orders
This Change Order No, 3 - ADD
Revised Contract Amount (including this Change Order)
$
1,037,391.00
23,9%,95
32,807.00
1,094,194.95
$
Recommended for Approval by:
BONESrROO, ROS ERLlK& ASSOCIATES, INC.
Approved by Owner:
CITY OF ANDOVER, MN
Date:
Distribution
1 - Owner
1 - Contractor
1 Engineer
1 - Bond Co.
,~~
17130,C1tA
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Office of C c ~0'
ANOKA COUNTY SHERIFF'S DEPARTMENT,
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KENNETH G. WILKINSON - SHERiFF
Courthouse - 325 East Main Street - Anoka, Minnesota 55303
612-421-4760
CITY OF ANDOVER
MONTHLY CONTRACT PRODUCTIVITY REPORT
Month, ~
, 1991
~
This report ref lects the producti vi ty of the Andover contract
cars, 3125, 3135, 3145 and 3155. It does not include activity
by Sheriff's Department cars within the City during non-contract
hours, nor, activity by other Sheriff's Department cars within
the City during contract hours.
Arrests: Traffic ~
f}.
-5
I
Misdemeanor !3/
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Other Agencies /~~ ~,;'
TOTAL MILES PATROLLED: __ ojf
Radio Calls
G.M.
P.I. Accidents
fa:J-rfp
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P. D. Accidents / ~
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6-6
~ J-It'atto ~ DII.'-
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DWI
Complaints
Arrests:
Felony
Medicals
Arrests:
Warrant
Domestics
Papers Served
House Checks
Business Checks~
Warnings
Aids:
Public
Captain Len Christ
Anoka County Sheriff's Department
Patrol Division
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Affirmative Action I Equal Opportunity Employer
lULY 12;1'191 (#,P N ORDERED REV
FIRE DEPT. BOND BUDGET o APPROVED SUB OR REVISED SUB
T BUDGET TOTAL SPENT BUDGET TOTAL
BUILDING COSTS E ---------------------------------------
BONESTROO CONTRACT 100100 53142 100100 -
TESTING.SOILS CONCRETE 2176 2176 2176 ('
BONESTROO INSPECTIONS 24000 3933 24000
, \ MAERTENS BRENNY 1037391 323296 1037391
0 LAND STATIONlt2 45500 46965 46965 :t .~
LAND STATIONlt3 25000 COUNCIL 25000
SURVEY 2135 2135 1')'-
SAC/WAC ADMIN 26200 26200
OTHER ,PERMIT ,APPRAISAL ,ADV 1404 1404
CHANGE ORDER
HYDRANT 6850 6850 6850 "
BURNISHED BLOCK 21622 21622 21622 ,
COMPACTION/STA1I2 332 332 332 ......
RAKE JOINTS 1992 1992 1992
LOW E GLASS 649 649 649 ...
WINCH 2 9163** 0 0 "
PVC IN LIEU OF CAST PIPE -800 -800 -800
QUARRY TILE ON SIDEWALK 4246 4246 4246
CLOSET 2 2641 0 0
QUARTZITE FLOORING 19033 19033 19033
CLOSET SHELVING 222 222 '"'''''''''
L~L
ELECTRICAL OUTLETS 199 199 199
DRINf(ING FOUNTAIN "" 2191** 0 0
"-
PUSHBUTTON SWITCHES 2 2547** 0 0
WOOD PANEL WAINSCOT 4393 4393 4393
DISHWASHER 714 714 714
MAGLOCK DOORS 2915 2915 2915
SUR TOTlll r.HANGE ORDERS 78909 62367
TOTAL RUILDING COSTS 1339276 1327738
, POND COSTS
AI ('RICH STUDY 4850 4850 4850
DGNNESTROO REPORT 1755 1755 1755
PRE-ELECTION COSTS 2800 2801 2801
BOND COORDINATOR 14710 2443 14710
BONO DISCOUNT 25000 25000 25000
BOND INTEREST TO CITY 14602 1479 6000
, BOND SALE 15000 2615 15000
3AL COSTS
, -../ BOUNDARY SURVEY STATION 1 1000 1000 1000
LAND ACQUISITION STATION 2 4621 4115 4115
BOND CONSUL TI NG 12000 12000
OTHER 1200 1400
TOTAL BONO & LEGAL 97538 88431
· FURN ITURE
5 WALL BEDS 1 10000 COUNCIL 10000
8 BED LINNEN 1 800* 800
C' RECLI NER 1 2000* 2000
~.
1 SOFA 1 600* 6uO
3 END TABLES 1 300* 300
4 BAR STOOLS 1 360* 360
6 TRASH 30GAl 120 120
24 TRASH 10GAl 720 720
47 WINDOW Bll NDS 3000 3000
1 MOVIE SCREEN 450 450
75 STACK CHAIRS 12150 12150
25 TRAPEZOID TABLES 2500 2500
1 VIDEO CABINET 1 300* 300
4 MARKER BOARD 2X3 120 120
1 CORI( BOARD 4X8 130 130
1 CORI< BOARD 4X6 85 85
4 CORK BOARD 2X3 120 120
3 HANGAR ~)All RACK 90 90
100 HANGAR lMETAl 135 135
10 RUGSC3X5 200 200
2 kEY ONTROl CABINET 1 95* 95
1 CHIEF DESK 600 600
4 ADMIN DESK ll,OO 1600
5 DESK CHAIR 850 850
5 FILING CABINET 875 875
"- 10 STORAGE CABINET 24X36X72 1 1900* 1900
) 6 DOUBLE TIER lOCKER 1 250* 250
"- TOTAL FURNITURE 40350 40350
'1PPLIANCES
1 TOSHIBA 46" TV 2300 COUNCIL 2300
2 JVC 20" TV 760 760
') JVC 660 V.C.R. 700 700
I ReA 415 CAMCORDER 1 900* 900
., VACUUM COMMERCIAL 1000 10nn
"-
2 WASHING MACHINE COMMERCIAL 1200 1200
2 DRIER COMMERCIAL 1200 1200
2 R.O. WATER PURIFIER 1 1500* 1500
1 COFFEE MAKER BUNN LG 300 300
1 COFFEE MAKER BUNN SMALL 100 100
1 COPIER 1 1200* 1200
2 REFER/FREEZER 2100 2100
0 2 RANGE/OVEN 1400 1400
1 MICROWAVE 300 300
1 MICROWAVE 740 740
MISC. lABLE t. KITCHEN 1500 1500
TOTAL APPLIANCES 17200 17200
STATION EQUU'
i CGi1PUTER SYSTEM 4000 COUNCIL 4000
2 COMPRESSOR 5000PSI 20000 BID 20000
" CASCADE SYS 6676 3213 6676
...
" IRRIGATION LAWN SYS. 8700 8700 8700
...
3 HEALTH EXERCISE EQUIP 1 7500* 7500
C'", TURNOUT RACKS 7000 7000
-.),.)
25 STORAGE SHELVING 1 2500* 2500
2 COMPRESSOR 90PSI 1000 1000
2 RADIO BASE STATION 6904 6650 6904
RADIO LICENSING 861 861
2 INSTALL RADIO EQUIP 5000 5000
2 TELEPHONE SYSTEM 10000 COUNCIL 7711
1 FACSIMILE MACHINE 1 1400* 1400
2 STATION MAINTENANCE 2000 2000
2 WINCH HOSE TOWER 2000 2000
TOTAL'STATION EQUIP 84680
TRUCKS
1 E2 PUMPER IIE6580 201575 98000 201575
1 L5 AERIAL IIE6581 324994 101000 324994
1 T8 TANKER 111489 94023 48650 94023
1 T9 TANKER 111488 91187 44365 91187
2 G2 G3 GRASS IISK521 IISK522 67382 36550 67382
BID ADMIN COSTS 916 461 461
2 GENERATOR SETS 9600 9600 9600
1 DISCOUNT -7500 -7500 -7500
TOTAL TRUCKS 782177 781722
EQUIPMENT
2 RADIO E2 L5 5350 5458 5458
, 3 RAD IO G2 G3 T8 5535 5175 5175
, PORTABLE RADio
,.-J 2 1828 1828 1828
3 CLASS A FOAM PUMP 1 10000* 10000
15 PAGERS 8160 7785 7785
20 DRAEGER AIR PACKS 4.5K 43300 43314 43314
15 TURNOUT GEAR 0 8330 8330
2 ELECTRIC VENT 20" 1 1900* 1900
2 DRYWALL HOOK 6" D HANDLE MTG. 95 95
2 PIKE POLE 8' FBRGLS MTG. 158 158
2 PIKE POLE 10'FBRGLS MTG. 18b 186
3 ATTIC LADDER 8' 450 450
4 2 SPANNER WRENCH MTG. 200 200
6 2 SPANNER & HYDRANT MTG. 480 480
4 4 STORZ WRENCH MTG. 280 280
4 1511 C02 EXTINGUISHER MTG. 1 500* 500
4 2011 ABC EXTINGUISHER MTG. 1 280* 280
2 2.5G PRESS WATER EXT MTG. 1 300* 300
2 LAMP 120V 50' CORD IO/8wG RUBR 1 180* 180
2 100,'EXT CORD 10GA 4GANG RUBR 200 200
4 SOOW PORT FLOOD w/PIGTAIL 300 300
1 HEAT SCANNER 1 250* 250
1 K-TOOL LOCK BREAKER 1 150* 150
4 36" BOLT CUTTER 1 928* 928
2 RAM/PRY BAR 100 100
4 PICK AXE wCOVER MTG. 300 300
4 FLAT HEAD MTG. 1 300* 300
6 PULASKI AXE 900 900
12 MOWER RAKE 450 450
2 36"FRT tlAn 120 120
2 HALliGAN TOOL 260 260
" GAS LI NE CLAMP 150 150
'1 ;:oJi1;:IEri Bt:.LT 2LG,2MED 300 300
1 ECHO QUICK-VENT wCHAIN&SCABORD 1 850* 850
1 CHAIN SAW 1 600* 600
\ 1 DEFIBRILLATOR 1 0 5000
, / 1 AIR QUALITY TESTOR 1 0 2000
'-- SUB TOTAL 84740 92457
HOSE/ADAPTOR
44 50' 1.5"D.J.HOSE 1 4300* 4300
40 50' 2.5"D.J.HOSE 1 5400* 5400
2 4.5"F/5"STORZ wDRAIN 180 180
8 4"S/5"S 1600 1600
4 1.5"TRI LOCK NOZZLE HOLDER 80 80
2 2.5" TRI-LOCK NOZZLE HOLDER 40 40
2 10'MAXIFLEX LONG HANDL 6" F 800 800
1 MANIFOLD 4.5"F X5"S-2 2.5"M 500 500
1 #MTFT-R TASKFORCE AUTONOZZLE 1 593* 593
2 5"SX2.5"M w'CAP 30v 300
2 5"SX6"F 280 280
16 It! 720P 1.5" NOZZLE 5280 5280
0 4 #2730 2.5" NOZZLE 2250 2250
10 2.S"F X 2.5"F 300 300
10 1.5"F Xl.5"F 180 180
10 2.S"M X2.5"M 175 175
10 1 .5"M XI .5"M 160 160
10 2.5"F Xl.5"M 200 200
8 2.5" 30~ ELBOW 520 520
2 4.5"F X 4"SwBLINDCAP 200 200
2 SIAMESE B95-A 300 300
2 2.5" GATE VALVE M-F 240 240
2 2.5"Xl.5" GATED'WYE 400 400
2 6" DROP TANK STRAINER 800 800
SUB TOTAL HOSES 25078 25078
TOTAL TRUCK EQUIP 110418 125135
GRAND TOTAL 2471639 2463828
-------- --------
BALANCE UNALLOCATED 28361 36172
NOTES i !TE~S ~or TO BE PURCHASED
* UNTIL BLDG IS FINALIZED
TOTAL 58136 65136
** 2 REJECTED CHANGE ORDERS
NOT INCLUDED IN TOTALS **13901 16542
, ,
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DATE: JUly 16, 1991
~-)
ITEMS GIVEN TO THE CITY COUNCIL
Comprehensive Plan Task Force Minutes - June 27, 1991
Lower Rum River Watershed Minutes - June 19, 1991
Coon Creek Watershed Minutes - June 24, 1991
Regular City Council Minutes - July 2, 1991
Coon Creek Watershed Minutes - July 8, 1991
Letter from Douglas A. Hall, MPCA - June 25, 1991
Letter from Jim Schrantz, LRRWMO - June 26, 1991
Letter from James N. Grube, City Engineers Assoc. - July 2, 1991
Memo from David Almgren - July 3, 1991
Lower Rum River Watershed Meeting Notice
~) Schedule of Bills
What's Happening
,
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PLEASE ADDRESS THESE ITEMS AT THIS MEETING OR PUT THEM ON THE NEXT
AGENDA.
THANK YOU.
o
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LOWER RUM RIVER WATERSHED MANAGEMENT ORGANIZATION
JUNE 19, 1991
CALL TO ORDER
Chairman Jim Schrantz called the meeting to order at 8:35
a.m. in the Committee Room of Anoka City Hall.
ROLL CALL
Members present were Jim Schrantz, Scott Erickson, Steve
Jankowski (8:48 a.m.), and John Weaver.
Also present was Anoka alternate Ray Schultz.
TREASURER'S REPORT
Erickson presented the Treasurer's Report for the period
ending May 31, 1991, which indicated a money market checking
account balance of $10.00: and interest bearing savings
account balance of $2,600.16: and a certificate of deposit
account balance of $6,000.00. The total balance as of May
31, 1991, was $8,610.16.
Erickson noted a typographical error on the statement with
regard to payment of check #1076 to Wurst, Pearson, Larson,
Underwood, and Mertz. He noted that $105.50 payment for
legal services was for the 1990, not 1991, fiscal year
billing.
Weaver queried, with regard to permit fees, whether this
board is keeping track of expenditures that relate to that
fee, and who, specifically, is recording this expense.
Schrantz indicated Barr Engineering will keep a record of its
engineering expenditures in relation to a specific project.
As for the ten per cent administrative charges, Weaver asked
a recommendation be provided by Jim Knutson, the LRRWMO
Deputy Treasurer, on the proper way this should be handled.
Erickson added this board will be responsible for keeping a
close watch on the related Barr Engineering activities and
charges.
(Jankowski arrived at 8:48 a.m.)
Weaver queried whether the City of Ramsey has yet paid its
first half of the year membership payment. Jankowski
reported the billing was inadvertently misplaced and recently
located, but payment has been approved and will now be
forthcoming.
,
LRRWMO Meeting Minutes
June 19, 1991
Page 2
Motion was made by Erickson, seconded by Weaver, to APPROVE
THE TREASURER'S REPORT AS PRESENTED.
4 ayes - 0 nayes. Motion carried.
CONSIDERATION OF THE MINUTES
Motion was made by Weaver, seconded by Jankowski, to APPROVE
THE MAY 22, 1991, MEETING MINUTES AS PRINTED.
3 ayes - 0 nayes - 1 present (Erickson). Motion carried.
PAYMENT OF BILLS
Erickson presented three bills .for the board's.consideration:
-- Invoice #13736, dated May
and Company LTD in the amount
the audit for the Fiscal Year
7, 1991, from Fields Hokanson
of $400 for the completion of
ending January 31, 1991.
Ci ty of Anoka February and
amounts of $252.85 and $381.53,
services, postage, copying, and
April 1991 billings in the
respectively, for secretarial
office supplies.
-- Barr Engineering billing for professional services pro-
vided during the period March 31 through April 27, 1991, in
the amount of $1,309.50.
Erickson stated discussions
Skallman indicated none of
project reviews.
with Engineering Consultant Dean
this $1,309.50 billing included
Upon discussion of future expenditures to Barr Engineering,
Schrantz stated an engineering consultant should be present
at these monthly meetings only for permit review discussions,
for the most part. Therefore, any engineering charge should
come out of the permit review deposit. Erickson suggested
the agenda format could be adjusted to have the'consulting
engineer present during a specific portion of the meeting
only, thereby, cutting down on meeting attendance time
charged to the LRRWMO.
Motion was made by Erickson, seconded by Jankowski, to
AUTHORIZE PAYMENT OF THE BILLS PRESENTED FROM FIELDS HOKANSON
AND COMPANY LTD, THE CITY OF ANOKA, AND BARR ENGINEERING.
4 ayes - 0 nayes. Motion carried.
LRRWMO Meeting Minutes
June 19, 1991
Page 3
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REPORT OF OFFICERS
Erickson reported he attended the special LRRWMO meeting June
12, 1991, held at Hardee's Restaurant, Anoka, for the purpose
of discussing the Water Management Plan and permit procedure
with the four member city staffs. At said meeting, it was
found the Lower Rum River boundary map is not accurate,
specifically a portion of the easterly boundary.
Schrantz stated the LRRWMO and the Coon Creek Watershed will
have to agree on the changes, but Anoka County will complete
thet actua~.chanae~~t Eric~qon referenced hislJuneC19L 1991k
let er eo J~m ~cnr=l z, w~tn a copy to T~m KeL ey, 0011 Cree
Watershed District, notifying both watershed districts of the
need for a boundary revision. Erickson recommended the
LRRWMO await Mr. Kelley's.comrnents before proceeding.
Jankowski stated this procedure sounds expensive for the
amount of value we will get out of it. He suggested waiting
with this boundary revision until the next time the Water
Management Plan needs to be -amended, in approximately five
year~. Should a project come in within the boundary revision
area, Jankowski suggested the existing watershed could deal
with it.
o
Schrantz noted the LRRWMO does not tax, whereas, the Coon
creek Watershed does. Schultz added the boundary will also
make a difference on the formula used to determine LRRWMO
membership dues. Schrantz stated we have the responsibility
to correct the boundary line. Erickson reiterated he will
talk to Tim Kelley about the matter.
It was noted during the March 20, 1991, regular
members received Wetland Inventory Maps obtained and
Skallman. However, the quantity was incomplete,
additional full set was needed for LRRWMO files. The
ing Secretary was directed to contact Skallman and
his assistance on this issue.
meeting
sent by
and an
Record-
request
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CONSIDERATION OF COMMUNICATIONS
Schrantz noted the receipt of a June 11, 1991, letter from
Peter Sandberg, Minnesota Pollution Control Agency (MPCA),
with regard to the Anoka Regional Landfill, indicating Steve
Kollodge, Waste Management of Minnesota, will be submitting
quarterly discharge monitoring reports to the MPCA and has
indicated he would be willing to send copies of these reports
to the LRRWMO.
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LRRWMO Meeting Minutes
June 19, 1991
Page 4
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Schrantz queried the status of the phasing out of the Anoka
Treatment Plant, referencing a May 10, 1991, letter he
received at Andover, not as part of LRRWMO information.
Schultz reported the City of Anoka allows the Metropolitan
Waste Control Commission to use Anoka land. The city has
nothing further to do with the operation.
A May 23, 1991, letter from Dick Osgood, Limnologist/Environ-
mental Planner, Metropolitan Council, was noted. Said letter
referenced the Metropolitan Council's proposal to begin a
citizen-assisted lake monitoring program in 1992. Recording
Secretary Mikkonen reported she noted the similarity between
this proposed activity and that proposed by the Anoka County
Soil and Water Conservation District (SWCD), with which the
LRRWMO is participating,ata total cost of $675..00 for moni-
toring three lakes, with an additional $35.00 cost per lake
approved for Seechi Disc monitoring. Upon receipt of Mr.
Osgood's letter, Mikkonen contacted Pat Rudolph, Anoka County
SWCD, requesting her observation of the Metropolitan Council
proposal. Ms. Rudolph indicated while it seems the
Metropolitan Council's monitoring may be more detailed, the
Anoka County SWCD program will provide much of the needed
information. She reportedly stated while it would be a good
program, it will also be costly, at $1,000.00 per lake. It
is a judgement call for the LRRWMO members.
Mikkonen added Ms. Rudolph informed her of the three lakes
being monitored for the LRRWMO by the SWCD, Sunfish Lake will
receive extensive monitoring because of the Waste Management
Landfill project. She stated it is doubtful Lake Itasca can
be monitored by Seechi Disc in that it is severely weed
choked and dangerous for anyone to attempt to gain access to
the deeper parts of the lake due to the perimeter weeds.
Liability insurance for the SWCD will be extremely costly
also. Lake Itasca is also very low due to, the previous
drought years. The remaining lake to be monitored, Rodgers
Lake, will most likely be monitored as proposed. Seechi Disc
monitoring, activities will be billed at a, ..,later-date when
more information on resident participation is available.
Erickson suggested writing the Metropolitan Council informing
them of our involvement with the Anoka County SWCD monitor-
ing/Seechi Disc program. Weaver requested Pat RudOlph first
be asked to provide a written comment by the July meeting on
whether her agency can provide the same service as the
Metropolitan Council. is offering. Erickson advised members
these types of situations must be kept in mind when the
budget is again up for consideration. Weaver indicated
$1,000.00 per lake is excessive.
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LRRWMO Meeting Minutes
June 19, 1991
Page 5
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LRRWMO members noted a May 16, 1991, letter from
Area Hydrologist, Minnesota Department of Natural
addressing LRRWMO notification concerns.
Tom Hovey,
Resources,
A June 4, 1991, memorandum from Ron Harnack, Executive
Director, Minnesota Board of Water and Soil Resources,
addressing a legislature enacted Metropolitan Public Ditch
Inventory was discussed. Mikkonen reported this memorandum
and attached form to be filled out was sent to Skallman.
Schultz indicated this is merely informational for this board
in that the memorandum was sent to Anoka County for its
action. Schrantz indicated the LRRWMO should contact
R~~~~~2y.forweg~~r !2~~Htth~Rd dre~R iR~~df8fyt~tE~~nS~ufd
be very expensive, and recommended Skallman not do anything
with this form until the LRRWMO.authorizes him to do so.
Weaver suggested perhaps same other jurisdiction should take
care of it which is more knowledgeable in this area than this
board. Members concurred they would await Skallman's
comment.
~)
Discussion of prudent financial spending in relation to
engineering costs was again raised. Jankowski suggested this
board review permits itself before passing them on to the
engineer for his professional review and comment. Schrantz
stated our response time is limited to thirty days usually.
He felt it preferable to allow the engineer to proceed with
reviewing permits as has been the done in the past. However,
because of a tight budget, this board must closely watch
engineering costs when they come in.
Schrantz noted our legal adviser is also concerned about the
legal expenses of the LRRWMO.
PENDING PROJECTS/PERMIT REVIEWS
Schrantz provided a June 18, 1991, communication from Barr
Engineering to the LRRWMO regarding the Waste Management
pumpout system, permit #91-03. The recommendation provided
was no permanent water quality measures are required by the
LRRWMO guidelines., The information the engineer has reviewed
does not meet the requirements for construction erosion
control.
Schultz indicated he concurred with Jankowski's previously
stated position in that he does not think everything, from a
watermain plan to a sanitary sewer plan, should have to have
LRRWMO approval. It was his position erosion control should
only become effective, as far as this board is concerned, if
it affects the wetlands. These reviews add additional
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LRRWMO Meeting Minutes
June 19, 1991
Page 6
engineering expense and could be construed as a conflict of
interests.
Considerable discussion ensued. Schrantz indicated he
concurs with Skallman's position and comments, specifically
in relation to the Waste Management proposal. He added this
board has a responsibility to address erosion control in
relation to wetlands and concerns with outfall. Schrantz
indicated many of these projects will fall within municipal
jurisdiction and will be the city's responsibility. When
there are larger and city initiated projects, which now
requires LRRWMO review, there is always the chance something
will damage a wetland. This board must protect 'that wetland
and itself by ensuring these projects are properly reviewed.
Discussion continued on who is responsible for contacting
Waste Management informing them their proposal does not meet
the LRRWMO requirements for construction erosion control.
Jankowski requested said letter come from this board rather
than the City of Ramsey. Mikkonen was directed to send a
written communication to Waste Management informing them of
this board's position.
OLD BUSINESS
Joint Powers Insurance
Discussion continued on the need for LRRWMO joint powers
insurance. The board was of the position this body should be
able to insure itself under the insurance umbrella of each
separate municipality. However, the League of Minnesota
Cities has recently informed this board they will not insure
organizations formed by Joint Powers Agreements through their
respective municipalities. They must be separately insured.
An April 8, 1991, letter from legal adviser Curtis Pearson
and attached correspondence from Peter Tritz of the League of
Minnesota Cities Insurance Trust were referenced.
Schrantz indicated. Andover Mayor Ken Orttel is pursuing this
matter, inquiring how much-joint powers ~nsurance will cost
this board, etc. He indicated no matter how it is obtained,
this board needs insurance.
Erickson agreed to check with the Six Cities Watershed on how
they dealt with the issue.
Schrantz encouraged :-each board member to research this iss'ue
through his city's insurance company or the League of
Minnesota Cities. This will again be discussed at the July
meeting.
LRRWMO Meeting Minutes
June 19, 1991
Page 7
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NEW BUSINESS
MPCA Seechi Disc Monitoring/$35 Per Lake
As previously discussed,
Conservation District will
monitoring program for the
$35 per lake with residential
The board will be billed at a
the Anoka County Soil and Water
proceed with the Seechi Disc
LRRWMO, authorized at a cost of
monitoring, wherever possible.
later date.
MISCELLANEOUS
Board members were reminded budget considerations should take
place at the July meeting. The Treasurer was reminded to
obtain the member city valuations from Anoka County in order
to determine how each city will be fiscally charged for
member participation.
ADJOURNMENT
Motion was made by Weaver, seconded by Jankowski, to ADJOURN
THE MEETING.
4 ayes - 0 nayes. Motion carried.
~_~ Time of adjournment: 10:40 a.m.
Respectfully submitted,
Y\~~
Mava Mikkonen
Recording Secretary
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COON CREEK WATERSHED DISTRICT
BOARD OF MANAGERS' MEETING
June 24, 1991
The Board of Managers of the Coon Creek Watershed District held
their regular meeting on June 24, 1991 at the Bunker Hills
Activities Center.
1. The meeting was called to order at 7:30 PM
Present: Reggie Hemmes, Eldon Hentges, Bob Boyum, and Paul
Williams.
Staff: Tim Kelly, Ed Mathiesen, Michelle Ulrich
2. Approval of the Agenda: Kelly noted three changes to the
agenda. First was the addition of item 14.5 to the permit items
constituting a review of the Mosquito Control District permit
that was tabled in October 8, 1990. Second was the addition of
an item on boundary changes with the Lower Rum River WMO. Third
was to move item 16 for consideration following approval of the
minutes. Approval of the agenda with the changes was moved by
Boyum, seconded by Williams. Motion carried with four yeas
(Hemmes, Hentges, Boyum, and Williams) and no nays.
3. Open Mike: No one was present
Policy Items
4. Approval of June 10, 1991 Minutes: Approval of the minutes
was moved by Williams, seconded by Hentges. Motion carried with
four yeas (Hemmes, Hentges, Boyum, and Williams) and no nays.
5. Woodland Creek Golf Course: Kelly noted that this is a
discussion item and that the Board had agreed to view a video of
the flooding on the golf course at the June 10 meeting. Kelly
then introduced Mr. Carlson, owner of the golf course. Carlson
introduced the video. The video was taken May 7, 1991. The
watched the video. During the video Carlson noted that it took
nine days for the course to drain off and that the course was
closed 9 times in 91. Carlson stated he feels that the flooding
is caused by debris in the creek and discharges form Carlos Avery
Wildlife Management Area.
Richmond arrived.
Carlson requested that the' issue of maintaining the creek in this
area be kept before the Board until it is determined that either
the District can not help, or a remedy is provided. Kelly then
reviewed issues and concerns relating to maintenance of the creek
and recommended that the Board direct staff to develop a plan for
determining if and how existing ditch maintenance funds can be
used for maintenance projects either immediately or in 1992.
Williams explored if Carlson had considered a private project.
Hemmes encouraged Carlson to talk with Kelly if a private project
was an option. Hentges asked when staff would report back on the
use of the ditch maintenance funds. Kelly indicated that it
would be the second meeting in July. Williams moved the staff
recommendation with the addition that staff report back by the
July 22 Board meeting. Hentges seconded. Motion carried with
five yeas (Hemmes, Hentges, Richmond, Boyum and Williams) and no
nays.
6. Budget Themes: Kelly reviewed the results'of the advisory
,committee poll noting that all but two citizen advisory committee
members responded, and all supported watershed wide financing.
All technical advisory committee members were contacted and all
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Page 3. Coon Creek Watershed District - June 24, 1991
variance. Seconded by Williams. The motion carried with three
yeas (Boyum, Williams and Hentges) and two nays (Richmond and
Hemmes) .
10. Majestic Oaks North (PAN 91-27): Hentges moved to bring the
application back for consideration. Seconded by Boyum. Motion
carried with four yeas (Hemmes, Hentges, Boyum, and Richmond) and
no nays. Mathiesen presented the application. Westland
clarified erosion control, drainage and escrow considerations.
Hentges moved to approve the application pending receipt of a
final erosion control plan, drainage plan that shows routing of
storm water to the public ditch and a request to apply existing
escrow funds to this project. Seconded by Boyum. Motion carried
with five yeas (Hemmes, Hentges, Boyum, Richmond, and Williams)
and no nays.
11. Hills of Bunker Lake 4th Add. Utilities (PAN 91-28):
Matheisen presented the application and recommended approval.
Moved by Richmond. Seconded by Williams. Motion carried with
five yeas (Hemmes, Hentges, Boyum, Richmond, and Williams) and no
nays.
12. Meadowlark Building Addition (PAN 91-29): Matheisen
presented the application and recommended approval. Moved by
Richmond. Seconded by Williams. Motion carried with five yeas
(Hemmes, Hentges, Boyum, Richmond, and Williams) and no nays.
13. Crosstown Drive NW (PAN 91-31): Matheisen presented the
application and recommended approval. Moved by Boyum. Seconded
by Williams. Motion carried with five yeas (Hemmes, Hentges,
Boyum, Richmond, and Williams) and no nays.
14. Metropolitan Mosquito Control District (PAN 90-39):
Matheisen presented the application and recommended approval
noting that the Board had tabled this application in October,
1990 pending receipt of plans for containing spills. The plans
now address that issue. Moved by Richmond. Seconded by
Williams. Motion carried with five yeas (Hemmes, Hentges, Boyum,
Richmond, and Williams) and no nays.
Discussion Items .
15. Ditch Inventory: Kelly presented noting the issues of work
planning and resultant legislation. Kelly recommended that the
survey be conducted in late 1991 and early 1992 and reference in
program goals. Williams wanted to know how long it would take
and how much it would cost. Hemmes suggested funding the
activity out of the research and data fund. Richmond moved the
staff recommendation with the suggestion from Hemmes. Williams
seconded. Motion carried with five yeas (Hemmes, Hentges, Boyum,
Richmond, and Williams) and no nays.
Informational Items
17 Introduce Ground Water Policy: Kelly presented the pOlicy
noting that the intro draft focuses on standards more than
procedure and recommended the policy be forwarded to the advisory
committee. Hentges voiced his displeasure with the standard
concerning septic tank location no closer than 4 1/2 feet above
the highest known water table and suggested that the District
refer to local standards. Richmond moved to forward the policy to
the advisory committees. Seconded by Boyum. Motion carried with
four yeas (Hemmes, Boyum, Richmond, and Williams) and one nay
(Hentges).
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Page 4. Coon Creek Watershed District - June 24, 1991
18. May Staff Report: Kelly presented the staff report noting
that it had been tabled at the June 10 meeting. Richmond moved
to accept the staff report. Seconded by Hentges. Motion carried
with five yeas (Hemmes, Hentges, Boyum, Richmond, and Williams)
and no nays.
19. Boundary Change with Lower Rum WMO: Kelly informed the Board
that hydrologic changes have occurred in the District's boundary
just west of Crooked Lake and that he will be investigating the
issue.
The meeting adjourned at 10.15 PH on a motion by Boyum, seconded
by Williams. Motion carried with five yeas (Hemmes, Hentges,
Boyum, Richmond, and Williams) and no nays.
Reginald A. Hemmes, President
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AGENDA
COON CREEK WATERSHED DISTRICT
BOARD OF MANAGERS
~
CITY OF ANDOVER
July 8, 1991
7:30 PM
1. CALL TO ORDER
2. Approval of Agenda
3. Open Mike
POLICY ITEMS
4. Approval of Minutes
5. Receive Monthly Financial Statements
6. Approve Bills
7. Public Hearing Project 91-04: Old Colony Pond
8. Approval and Order Project 91-04: Old Colony Pond
9. Approval of Water Maintenance and Repair Fund
10. Crooked Lake: Application for Treatment
11. Clean Water Partnership Contract
PERMIT ITEMS
12. Private Ditch Cleaning (PAN 91-32)
13. Emergency Permit DOT CSAH 242 and Ditch 54-1 (PAN 91-33)
14. Oaks of Shenandoah 23rd Add (PAN 91-20)
DISCUSSION ITEMS
15. Preliminary Discussion of 1992 Budget & Goals
16. Summary of 1991 Legislation Affecting District
17. Approve 3rd Quarter Objectives
INFORMATIONAL ITEMS
18. Receive June Staff Report
NEW BUSINESS
ADJOURN
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Minnesota Pollution Control Agency
520 Lafayette Road, Saint Paul, Minnesota 55155-3898
Telephone (612) 296-6300
June 25, 1991
Hr. James E. Schrantz, Chairman
Lover Rum River Vater
Hanagement Organization
2015 First Avenue
Anoka, Hinnesota 55303
Dear Hr. Schrantz:
Thank you for your letter of June 10, 1991, regarding the Ramsey Vaste
Hanagement Landfill Site.
The Hinnesota Pollution Control Agency (HPCA) appreciates the interest and
concern of the Lover Rum River Vater Hanagement Organization in protecting the
surface and ground vater quality in the area of vatershed management
organization. The HPCA vill be monitoring the discharge for remediation at the
Ramsey vaste management site for compliance vith the MPCA permit conditions.
Ve appreciate your request for an annual report from the HPCA on this
operation. Hovever, vith over 1,000 vater quality permittees in the state, ve
do not have the staff to prepare annual reports on each facility. Ve
understand that the Lover Rum River Yater Hanagement Organization (LRRVHO) is
requiring a permit on this project, and ve believe that the LRRVHO permit vould
bean appropriate place to require an annual report on vater quality from the
Ramsey Vaste Hanagement Landfill Site.
If you have any further questions, please feel free to contact Pete Sandberg of
the HPCA at 296-7307.
SiflQ'~ ~
Douglas A. Hall
Supervisor, Permits Unit
Industrial Section
Vater Quality Division
Pi 5TI? ( [JUT( 0 tV' ..
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DAH:jae
COrJSt({./rlll17$ .
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Regional Offices: Duluth. Brainerd. Detroit Lakes. Marshall. Rochester
Equal Opportunity Employer . Printed on Recycled Paper
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LOWER RUM RIVER WATER MANAGEMENT
ANDOVER ANOKA COON RAPIDS
2015 1st Ave. Anoka MN
...
ORGANIZATION
RAMSEY
55303
June ,26, 1991,
Mr. Steve KOllodge
General Manager
Waste Management, Inc.
17430 Sunfish Lake Blvd.
Ramsey, MN 55303
Dear Mr. Kollodge:
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The Lower Rum River Watershed Management
Organization would again like to express its
appreciation for your attendance, and that of
Bruce Weaver, at our May 22, 1991, meeting. We
feel it was a very productive meeting in that both
groups were able to present their positions for a
better overall understanding of the issues
invol ved.
The LRRWMO is in receipt of a June 11, 1991 letter
from Peter Sandberg, Minnesota Pollution Control
Agency, indicating the WMMI would be willing to
send us a copy of its quarterly discharge
monitoring reports provided the MPCA. We appreci-
ate and accept your offer and look forward to
reviewing these documents, which may be sent to
the above address.
with regard to the Waste Management pumpout system
permit application, it has come to the attention
of the LRRWMO, at its June 19, 1991, meeting that
the information received to date and reviewed by
our Consulting Engineer Dean Skallman, Barr
Engineering, does not meet the requirements for
construction erosion control. We request that you
properly address this matter. Should you require
further information, please contact the LRRWMO
Consulting Engineer Dean Skallman, Barr
Engineering, 7803 Glenroy Road, Minneapolis, MN
55435, or by telephone, 830-0555.
,
,~)
Mr. Steve Kollodge
June 26, 1991
Page 2
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We would appreciate your immediate attention to
the erosion control issue and look forward to
receiving Waste Management's quarterly discharge
monitoring reports.
Sincerely,
James E. Schrantz
Chairman
rom
cc: Ramsey City Administrator
Hokanson Anderson Associates, Inc.
Foth and Van Dyke
Dean Ska1lman, Barr Engineering
LRRWMO Members
File
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CITY ENGINEERS ASSOCIATION
of MINNESOTA
July 2, 1991
.Dear CEAM Member:
.
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--,. /~ 00/91
D EC1I1JED-
111 JUl 81991 J
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CITY OF ANDOVER
An issue of interest to many CEAM members, the communities they represent, and
the legislators they work with is the concept of a transportation utility as a
means of financing local street reconstruction and related projects. The
concept was introduced to the legislature in 1991, and although it did not
become legislation, those involved were encouraged by the reception it
received from a number of legislators.
If your community's staff or council is interested in pursuing the concept of
the transportation utility as a funding source and is willing to examine the
implications of presenting it to the legislature, CEAM is interested in the
coordination of your efforts and those of other communities so that
information provided to the legislature is founded on consistent assumptions
and is supported by as many organizations as possible.
If CEAM can be of assistance to you and your community, you are invited to
contact Bruce Bullert, Savage City Engineer or me.
Sincerely,
~~
James N. Grube
President
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LOWER RUM RIVER WATERSHED MANAGEMENT ORGANIZATION
ANDOVER - ANOKA - COON RAPIDS - RAMSEY
2015 1ST AVE., ANOKA MN 55303
MEETING NOTICE
Wednesday, July 17, 1991 - 8:30 a.m. - Committee Room, Anoka City Hall
A.
B.
C.
D.
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AGENDA
Call to Order
Roll Call
Minutes of Previous Meetings
Treasurer's Report
1. Consider the 1992 Budget
Payment of Bills
Report of Officers
1. Handling of Administrative
Project - J. Knutson
Costs Per Permitted
G. Consideration of Communications
H. Pending Projects/Permit Reviews
1. Quarterly Reports - Each City
I.
Old
1.
Business
Seechi Disc Monitoring,
Rudolph comments
Joint Powers Insurance
SWCD vs. Metro Council - Pat
2.
J. New Business
1. Metropolitan Public Ditch Inventory Skallman
comments
2. LRRWMO Boundary Revision - T. Kelley comments
3. Newsletter
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K. Adjournment
ATTENDANCE :
WMO Members
D. Skallman (If required)
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:: _.WHi~T'S___HAPPENING 1_ ::
.. '" " **
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.. July 16, 1991 **
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.", - A sanitary sewer manhole at l39th Avenue and **
:: Nightengale street dropped about 10" causing ::
:: us to dig up the manhole and rebuild the 4 ::
.. pipes leading into the manhole. It will cost **
:: around $7000 if we don't have further ::
.", complications. **
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:: - I have scheduled a public hearing for the ::
.. Lower Rum River Water Management Organization **
:: Taxing District for August 6th with the Notice ::
.. being published July 19th and July 26th. **
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:: - The Andover City Celebration is scheduled for ::
.", July 19th and July 20th. **
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7:30 P.M.
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CITY of ANDOVER
Regular City Council Meeting - July 16, 1991
Call to Order
Resident Forum
Agenda Approval
Approval of Minutes
Discussion Items
1. Public Hearing/9l-l6/159th Avenue
2. Public Hearing/Vacation of Easement/2293-133rd
3. Public Hearing/CDBG/Reallocate contingency
Funds
4. Variance/17230 Aztec street
5. Comprehensive Plan Amendment
staff, Committee, Commission
6. Award CDBG Funds/Social Service Organizations
7. Implement phase II, Budget Reduction plan
8. Appoint Tree Commission Member
9. Approve CCO/Creekview crossing
10. Schedule Special Meeting
11. Red Oaks Manor Area/Watermain/91-12
12. Purchase Phone Systems/Fire Stations
Non-Discussion Items
13. Approve Resolution/PIR Funds
14. Approve Plans & Specs/9l-10/Quinn, Swallow,
159th Ave.
15. Accept Petition/9l,.21/Smith's Green Acres
Storm Drainage
16. Receive June Financial Report
Mayor/Council Input
Approval of Claims
Adjournment
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE Ju1 V 16
1991
Administration
APPROVED FOR
JM
AGENDA SECTION 1
NO. Approva of Minutes
ORIGINATING DEPARTMENT
~J.M Approval of Minutes
BY: V. Volk
The city Council is requested to approve the following minutes:
July 2, 1991
June 6, 1991
Regular Meeting
Special Meeting (Perry Absent)
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MOTION BY
TO
COUNCIL ACTION
SECOND BY
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CITY of ANDOVER
SPECIAL CITY COUNCIL MEETING - JUNE 6. 1991
MINUTES
A Special Meeting of the
Mayor Ken Orttel on June
1685 Crosstown Boulevard
disciplinary issue.
Andover City Council was called to order by
6, 1991, 6:39 p.m., at the Andover City Hall,
NW, Andover, Minnesota, to deal with a
Councilmembers present:
Councilmember absent:
Also present:
Jacobson, McKelvey, Smith
Perry
City Finance Director, Howard Koolick; City
Administrator/ Engineer, James Schrantz
BOSELL HEARING
Mr. Schrantz reviewed the documentation before the Council leading to
the suspension of d'Arcy Bosell, City Zoning Administrator, for one
week, which equates to three working days for her, for violating the
policy on personal use of the City's computer. He noted that he is
working within the guidelines set forth by the Council which is one
~ verbal warning, one written warning, then disciplinary action.
Ms. Bosell read a statement as what took place rega~dlng he~
notification of the suspension as well as some background information.
She acknowledged she had made a poor JUdgement in using the City's
computer for the personal use on occasion, though some was done in her
capacity as an elected official for ISD #15. It was not done with
malice nor willful intent, stating she is sorry. Ms. Boseli also
challenged the accuracy of some of the items presented by Mr. Schrantz
and argued that as a part-time employee, she was not made aware of the
official policy on use of the computer until 1 1/2 years after it was
adopted. Her first warning was prior to 1988. She also pointed out
that only five files of over 500 that she has on the computer were
found to be personal and requested that the suspension be set aside
and that she be reimbursed for the time she was suspended.
Mr. Schrantz pointed out Ms. Basel I had been warned about this before,
and had signed a statement along with all other employees that she is
aware of the policy and had agreed not to violate it again. He said
he only briefly looked at her files and picked out five to copy for
the Council. He did not look for any others.
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The Council discussed the incident in greater detail and reviewed the
criteria for determining whether or not the suspension should stand.
It was generally felt that the procedure was fol lowed correctly, that
the proper warnings were given according to the guidelines, and that
the policy is reasonable. They then discussed whether the discipline
fits the offense.
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Special City Council Meeting
Minutes - June 6, 1991
Page 2
(Bosell Hearing, Continued)
After some deliberation, the Council agreed with the Administrator's
decision. They questioned how long such items remain in an employee's
file. Councllmember McKelvey stated generally they remain In the file
permanently; however, they are no longer referred to after a certain
period of time. Councilmember Smith suggested the Personnel Committee
look into this item and the issue of how long a warning is considered
before the process starts over.
MOTION by Smith, Seconded by Jacobson, that the disciplinary action
was reasonable and that the Council take no action. Motion carried on
a 4-Yes, 1-Absent (Perry) vote.
Ms. Bosel I read a statement on a second issue, that is her feeling
that the discplirie by Mr. Schrantz was retaliatory and done with
intent of malice because she went to the Mayor over a disagreement
with Mr. Schrantz about her attendance at a convention in Duluth. She
felt the manner In which that incident was handled was inappropiate
and unprofessional.
Mr. Schrantz explained the reason he cancelled the reservations for
Ms. Bosell was because of an oversight on his part. It was a planners
convention, so he didn't feel it was appropriate for her to attend;
plus the Council had Just cut the budget on all such expenditures.
Mayor Orttel and Councilmember Smith both stated they didn't think it
was retaliatory, that they had known about the suspension prior to the
issue of the convention, that the two were unrelated, though they
understood why that conclusion could be reached. No further Council
action was taken.
The meeting was adjourned at approximately 7:20 p.m.
Respectfully submitted,
~~~~~L
Marcella A. Peach
Recording Secretary
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACfION
DATE
July 16, 1991
Discussion Items
Engineering
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AGENDA SECTION
NO.
ORIGINATING DEPARTMENT
ITEM
NO.
1. Public Hearing/
91-l6/l59th Avenue
BY: Todd J. Haas
The City Council is requested to hold a public hearing, project
91-16, for street improvements along l59th Avenue NW between
Marystone Boulevard and the Rum River.
Attached are the following:
* Resolution ordering improvement
* Letter to property owners
* Public Hearing Notice
* List of property owners
* Copy of original petition received by City & map of area
Note: The feasibility report was in your June 18, 1991 packet.
Comments: Staff received a few phone calls from property owners
that the petition that was circulated was only for a
feasibility report. Staff told these individuals that
this hearing is the City's process of notifying the
property owners.
Original total number of possible assessable lots - 16
Number in favor - 9
Number against - 4
Number unavailable - 1
PIN numbers 13-32-25-43-0001, 13-32-25-44-0004 & 0005 were not
included in the number of assessable lots due to setback
requirements which would not allow these lots to be buildable.
continued
COUNCIL ACTION
MOTION BY
"-- TO
SECOND BY
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Page Two
July 16, 1991
Public Hearing/91-16/159th Avenue
PIN number 13-32-25-41-0006 is proposed to be assessed two units.
The lot has enough frontage and area to create an additional lot.
PIN number 13-32-25-42-0007 has been determined by the Building
Department to be unbuildable which would reduce the number of lots
to 15. The cost per unit would be $5750 with sod and $5100 with
seeding in lieu of sodding.
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilman
to adopt the following:
A RESOLUTION ORDERING THE IMPROVEMENT OF STREETS , PROJECT
NO. 91-16 ALONG l59TH AVENUE NW BETWEEN MARYS TONE BOULEVARD
AND RUM RIVER AREA AND DIRECTING PREPARATION OF FINAL PLANS AND
SPECIFICATIONS.
WHEREAS, Resolution No. 092-91 of the City Council adopted on
the 18th day of June , 19 91 , fixed a date for a public hearing;
and ----
WHEREAS, pursuant to the required published and mailed notice,
such hearing was held on the 16th day of July , 19~; and
WHEREAS, all persons desiring to be heard were given such
opportunity for same; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City
of Andover to hereby order improvement Project No. 91-16
BE IT FURTHER RESOLVED by the City Council of the City of
Andover to hereby designate BRA as the Engineer
for this improvement and they are directed to prepare plans and
specifications for such improvements.
MOTION seconded by Councilman
and adopted by
day of
the City Council at a
meeting this
, 19 , with Councilmen
voting in favor of the resolution,
voting against,
and Councilmen
whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Kenneth D. Orttel - Mayor
Victoria Volk - City Clerk
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD NW. . ANDOVER. MINNESOTA 55304 . (612) 755-5100
,-.~.:_.,.;.
July 2, 1991
Re: Proposed 1991 Street Construction 159th Avenue N.W.
between Marystone Boulevard and the Rum River
Dear Residents:
A feasibility report has been prepared to determine the estimated
cost to pave the streets along 159th Avenue between Marystone
Boulevard and the Rum River.
Discussion:
We are proposing to construct with 2" bituminous paving 24 feet
wide, with a berm on each side for drainage control, over 4" of
gravel base course (Class V). This width is about what is graded
there now.
Estimated Cost:
The estimated cost is $5,390.00 per typical lot. This cost can
be assessed over a 5 year period at about 9% or the assessment
can be paid in full within 30 days with no interest. There is an
option to seed rather than sod (estimated cost is $4,780.00 per
typical lot).
Assessment Period/Cost:
The annual assessment payment over 5 years at 9% is $1,386.00 per
year.
If you have any questions, feel free to contact me or Todd Haas
at 755-5100.
Sincerely,
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CITY OF ANDOVER
(J
~ E. Schrantz
~City Engineer/public Works Director
JES:rjr
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NOTICE OF HEARING ON IMPROVEMENT PROJECT 91-16
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l59TH AVENUE BETWEEN MARYS TONE BOULEVARD AND THE RUM RIVER
Notice is hereby given that the City of Andover, Anoka County,
Minnesota will meet at the Andover City Hall, 1685 Crosstown
Boulevard N.W. in the City of Andover July 16, 1991 at 7:30 p.m.
to consider the making of the following improvements:
street Construction
The property to be assessed. pursuant to Minnesota Statutes 429,
for the improvement is within the following described area:
Those properties in the City of Andover adjacent to 159th
Avenue N.W, between Marystone Boulevard and the Rum River in
the southeast 1/4 of Section 13-32-25, Anoka County,
Minnesota.
The estimated cost of such improvements is $86,290.00
CITY OF ANDOVER
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Date:
July 2, 1991
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CITY of ANDOVER
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CITY OF Af'1~O/VER
Da tc : 14 '"' -:5 t) ~q,L ."
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No. 'Jt-I&
Gentlemen:
We, the undersigned, owners of real property in the following described
area: '-
West end of l59th
,.
Do hereby petition for a feasability study to get an estimated cost
for the black topping of said street
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Address
Description
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This petiti~ c~at~
Address ejq I d- ) 59
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13 32 25 42 0008 ?-~;iti~::'; 13 32 25 42 0006
Owner/Occupant "''''6......,. Mary E Anderson
5180 - l59th Ave NW 5160 - l59th Ave NW
Andover, MN 55304 Andover, MN 55304
" ~\ 32 25 42 0003
'- ,:don Engels
5555 - 159th Ave NW
Andover, MN 55304
13 32 25 42 0010
Thad C & Joann B Walters
PO Box 667
St. Francis, MN 55070
13 32 25 43 0001
Chas R Johnson
2811 - NE 56th Ct
Ft. Lauderdale, FL
13 32 25 42 0004
ME & RE Collison
5565 - l59th Ave NW
Andover, MN 55304
13 32 25 42 0009
John A & Janice Lynch
5020 - l59th Ave NW
Andover, MN 55304
13 32 25 44 0004
Jack Nicholas Baba
4915 - l59th Ave NW
33308 Andover, MN 55304
13 32 25 44 0020
Clyde R Smith
4932 - 159th Ave NW
Andover, MN 55304
13 32 25 41 0006
Gordon & Margaret Kliber
4815 - 159th Ave NW
Andover, MN 55304
13 32 25 41 0002
Paul R & Patricia Weber
4816 - 160th Ln NW
Andover, MN 55304
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13 32 25 44 0002
David A & Kelli A Deroy
4820 - 159th Ave NW
Andover, MN 55304
13 32 25 41 0005
Rossevelt & Lucy Gaines
4877 - 159th Ave NW
Andover, MN 55304
13 32 25 44 0021
Lee & Diane Kinnan
2124 - 4th Ave S
Anoka, MN 55303
13 32 25 42 0007
Mary Ellen Anderson
5160 - l59th Ave NW
Andover, MN 55304
13 32 25 42 0011
Michael Conway
5040 - l59th Ave NW
Andover, MN 55304
13 32 25 42 0001
John J & Janet A Galvin
5151 - 159th Ave NW
Andover, MN 55304
13 32 25 44 0005
Chas R Johnson
2811 - NE 56th ct
Ft. Lauderdale,
FL 33308
13 32 25 44 0022
Mark & Katherine
Livingston
3027 80th Circle N
Brooklyn Park, MN 55444
13 32 25 41 0001
Jack Nicholas Baba
4915 - 159th Ave NW
Andover, MN 55304
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CITY OF ANDOVER
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REQUEST FOR COUNCIL ACfION
DATE
July 16, 1991
AGENDA SECTION
NO.
Discussion Items
ORIGINATING
Planning
DEPARTMENT~
R
ITEM Public Hearing
NO,;. Vacation of Easement
BY:
David L. Carlberg
City Planner
REQUEST
The Andover City Council is requested to review the easement
vacation request of Mark and Mary Waryan to allow for the
placement of a deck on a drainage and utility easement on the
property located at 2293 - 133rd Lane NW, legally described as Lot
7, Block 4, Hidden Creek East.
BACKGROUND
The applicant has constructed a 14' x 16' deck on the northwest
corner of their home prior to receiving a building permit. When
the home was constructed, it was built to accommodate a deck plan.
However, by consulting the attached Certificate of Survey, it is
apparent that the drainage and utility easement was not
considered. The builder, when constructing the house, built up
the walkout area and placed a concrete patio as a walkout on the
ground floor. As a result, the area is no longer needed as a
drainage and utility easement and is not prone to flooding or
water retention. The Waryans have a drain pipe located in their
rear yard that outlets into Thrush Street. This storm drainage
pipe drains the adjacent property owners yards. If this pipe
would happen to become clogged, water would drain across the
neighbor's yard to the east and then to Thrush Street. Therefore,
Staff has determined that the area requested to be vacated serves
no drainage purposes.
The deck, as stated above, has been constructed except for the
steps on the east side. The Waryans are awaiting a Council
decision as to whether they may obtain a building permit and
complete the deck.
RECOMMENDATION
Staff recommends that the City Council grant the easement vacation
request of Mark and Mary Waryan.
COUNCIL ACTION
- MOTION BY
'- TO
SECOND BY
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CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -91
A RESOLUTION VACATING A DRAINAGE AND UTILITY EASEMENT TO ALLOW FOR
THE PLACEMENT OF A 14' X 16' DECK ON LOT 7, BLOCK 4, HIDDEN CREEK
EAST.
WHEREAS, pursuant to published and mailed notice, the
City Council has conducted a public hearing on the vacation of
drainage and utility easement located on Lot 7, Block 4, Hidden
Creek East; and
WHEREAS, as a result of such hearing and review, the City
Council recommends vacation of said drainage and utility easement,
legally described as follows:
Vacating all that part of the drainage and utility easement over,
under and across that part of Lot 7, Block 4, HIDDEN CREEK EAST,
according to the recorded plat thereof, Anoka County, Minnesota,
described as commencing at the northeast corner of said lot 7;
thence on a bearing of south a distance of 20.00 feet along the
east line of said Lot 7; thence south 63 degrees 26 minutes 03
seconds west 43.61 feet along a line that intersects the west line
of said Lot 7, distant 50.00 feet south of the northwest corner
thereof to the point of beginning of the parcel to be described;
thence continuing along the last described line South 63 degrees
26 minutes 03 seconds west 34.66 feet; thence on a bearing of
north a distance of 15.00 feet; thence north 89 degrees 04 minutes
43 seconds east 31.00 feet to the point of beginning.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of
the City of Andover hereby agrees to vacate said drainage and
utility easement on Lot 7, Block 4, Hidden Creek East.
Adopted by the City Council of the City of Andover on this 16th
day of July, 1991
CITY OF ANDOVER
Kenneth D. Orttel, Mayor
ATTEST
~J Victoria Volk, City Clerk
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Cherrier Land Surveyors, Inc. 3621 85th Ave~ue North
Brooklyn Park, Hn 55443 Registered Professional Land
Surveyors (phone) 424-8644 Fax phone
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Survey ordered by: Good Va 1 ue Homes. Ine!.
Legal description : Lot 7. Block 4, HIDDEN CREEK EAST. according
to the plat of record thereof, Anoka County,
Minnesota.
Bench Mark: Top of hydrant at East end Cul-de-sac (133rd Lane N.W.)
= 895.31
drainage and utility easements shown as they appea~ on the plat.
Proposes driveway will slope at 3.5 percent.
~ E890 denotes Existing Spot Elevation
P890 denotes Proposed Spot Elevation
~ deno~es drainage di. ~ tion
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41"1..lO 35.00
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Other Proposed
top of foundation
garage floor
lowest floor
front of house
rear of house
floor
Elevations
893.1
892.8
890.1
892.6
892.5
N/A
top of curb at driveway
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CITY of ANDOVER
1~ CROSSTOWN ElOULEVARC N.W.. ANDOVER. MINNESOTA 55304 . (612) 755-5100
Property Address
VACATION OF EASEl'IENT REQUEST FORM
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Legal Description of Property:
(Fill in whichever is appropriate):
Lot
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Block ~ Addition \-l ,.,tle..... Cre.~l 6,,-<;,+
Plat Parcel PIN
(If metes and bounds, attach the complete legal) .
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Reason for Request I~
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______~_____________*.________________________________________N______
Name of Applicant ",^.)"yk, ~ 'M1l....!
Address d-~'1~ \SSIl~ lc..,^~ IV(;;:
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Property Owner (Fee owner)
(If different from above)
Address
Home Phone
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Signature
Date
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VACATION OF EASDlENT
PAGE 2
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The followinq in'nrm~~io" ~hal1 bo cubml_~od p~io~ _0 review by the
City of Andover:
1. Attach 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.
2. The names and addresses of all property owners within 350 feet
of the subject property.
Application Fee: $150.00
Filing ree: $ 10.00
Date Paid
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Receipt * -5 X' 01S-
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CITY of ANDOVER
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The City Council of the City of Andover will hold a public hearing
at 7:30 p.m., or as soon thereafter as can be heard, on Tuesday,
July 16, 1991 at the Andover City Hall, 1685 Crosstown Blvd. NW,
Andover, MN to review the Easement Vacation request of Mark and
Mary Waryan at the property located at 2293 NW 133rd Lane (Lot 7,
Block 4, Hidden'Creek East).
All written and verbal comments will be received at that time and
location.
A copy of the application and location will be available at
Andover City Hall for review prior to said meeting.
L'I~,W
victoria Volk, City Clerk
publication dates: July 5, 1991
July 12, 1991
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Bret Juedes
13377 uplander st NW
Andover, MN 55304
Sophoumy Keopaseuth
13320 Thrush st NW
1 ':)ver, MN 55304
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Mark skog
13412 Thrush st NW
Andover, MN 55304
Daniel Romanowski
13490 Thrush st NW
Andover, MN 55304
Karen Greenly
2282 - 133rd Ln NW
Andover, MN 55304
Scott Ecker & Ruth Ann
Swanson
2307 - 133rd Ln NW
Andover, MN 55304
Jesse Banaszak &
Dawn Boguist
2284 - 135th Ave NW
Andover, MN 55304
Brenda Hofschild &
David Lund
13480 Swallow St NW
Andover, MN 55304
Scott Bergland
13384 Swallow st NW
Andover, MN 55304
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Robert Crutcher
13363 Uplander st NW
Andover, MN 55304
Linn Erickson & Daniel
Ahrendl
13334 Thrush st NW
Andover, MN 55304
Joel Varner
13438 Thrush st NW
Andover, MN 55304
Preferred Builders
Attn: Pete
8741 Central Ave NE
Blaine, MN 55434
Joseph Katorosz
2277 - 133rd Ln NW
Andover, MN 55304
Mitchell Hansen
13425 Thrush st NW
Andover, MN 55304
Alfonso Serrano
2272 - 135th Ave NW
Andover, MN 55304
Patrick Keefe
13448 Swallow st NW
Andover, MN 55304
Mark Sullivan
13352 Swallow St NW
Andover, MN 55304
Calvin Camerer
13349 uplander st NW
Andover, MN 55304
Steven Arneson
13356 Thrush st NW
Andover, MN 55304
Douglas pionk
13464 Thrush st NW
Andover, MN 55304
James Johnson &
patricia Michnowski
2286 - l33rd Ln NW
Andover, MN 55304
Dennis Johnson
2285 - 133rd Ln NW
Andover, MN 55304
Roger Brach
13477 Thrush st NW
Andover, MN 55304
Jeffrey Sorvik
2260 - 135th Ave NW
Andover, MN 55304
Monica Krajewski
Robert Zarembski
13416 Swallow St NW
Andover, MN 55304
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE
July 16, 1991
BY:
APiP~ROV1:[FOR
AG ~
BY:!
ITEM
NO'3.
Public Hearing - CDBG
Reallocate Contingency
ORIGINATING DEPARTMENT -rJ
Planning ~
David L. Carlbergt
City Planner
AGENDA SECTION
NO. Discussion
REQUEST
The Andover City Council is requested to approve the reallocation
of 1991 Community Development Block Grant Contingency Funds for
the Public Service Assistance Program.
BACKGROUND
The City received $15,000.00 for the Public Service Pool in 1991.
The City has received requests from social service organizations
in the amount of $18,545.00. The City Council is asked to
approve the reallocation of $3,545.00 from the contingency Fund to
the Public Service Pool which funds the assistance program. If
approved, the City avoids the evaluation process and provides the
agencies with the funds they have requested. The Contingency
Fund, if the above stated request is approved, would be reduced to
$6,902.
MOTION BY
COUNCIL ACTION
SECOND BY
,
'~I TO
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CITY of ANDOVER
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
NOTICE OF PUBLIC HEARING
The city Council of the City of Andover will hold a public hearing
at 7:30 p.m., or as soon thereafter as can be heard, on Tuesday,
July 16, 1991 at the Andover City Hall, 1685 Crosstown Blvd. NW,
Andover, MN to approve the reallocation of Community Development
Block Grant (CD8G) contingency funds to provide funding for social
service agencies.
All written and verbal comments will be received at that time and
location.
According to CDBG guidelines the City must supply a foreign/sign
language interpretor if requested. If an interpretor is needed
please contact David Carlberg at Ph# 755-5100 by Friday, July 12,
1991.
~~ lL&
victoria Volk, City
Clerk
publication dates:
July 5, 1991
July 12, 1991
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
July 16, 1991
ITEM varlance :::>t:eve I:mry
NO 17230 Aztec st. NW
4. Septic Setback from OHW
DATE
ORIGINATING DEPARTMENT ~
Planning ~
David L. Carlberg
city Planner
BY:
APPR~~\ FOR
AGr"iLJ
)I
AGENDA SECTION
NO. D1Scussion
REQUEST
The Andover City Council is asked to review the variance request
of Steven Bury to allow for the construction and placement of a
septic system encroaching into the required 100 foot setback from
the Ordinary High Water (OHW) mark on the property located at
17230 Aztec Street NW, legally described as Lot 7, Block 2, Valley
View Estates (PIN 8-32-24-22-0007). Please consult the attached
report presented at the June 25, 1991 Planning & Zoning Commission
meeting for further background information.
Planning Commission Review & Recommendation
The Planning and Zoning Commission, at their June 25, 1991
meeting, recommended approval of the variance request by
Steven Bury with conditions.
Attached please find a proposed Resolution for your review and
approval, the minutes from the June 25, 1991 meeting and the
report presented to the Planning and Zoning Commission.
COUNCIL ACTION
,
--/
, MOTION BY
TO
SECOND BY
or
()
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO. R -91
A RESOLUTION GRANTING THE VARIANCE REQUEST OF STEVEN BURY TO ALLOW
FOR THE CONSTRUCTION AND PLACEMENT OF A SEPTIC SYSTEM ENCROACHING
INTO THE REQUIRED ONE HUNDRED (100) FOOT SETBACK FROM THE ORDINARY
HIGH WATER MARK ON THE PROPERTY LOCATED AT 17230 AZTEC STREET NW,
LOT 7, BLOCK 2, VALLEY VIEW ESTATES (PIN 8-32-24-22-0007).
WHEREAS, Steven Bury has requested a variance to allow for
the construction and placement of a septic system encroaching
into the required one hundred (100) foot setback from the Ordinary
High Water (OHW) mark on the property located at 17230 Aztec
Street NW, legally described as Lot 7, Block 2, valley View
Estates; and
WHEREAS, the Planning & zoning Commission has reviewed the
request and has determined that said meets the conditions
established in Ordinance No. 52, Section 10.03.01 and that a
hardship does exist which would preclude the property owner
reasonable use of his property; and
WHEREAS, the Planning & zoning Commission recommends to
the City Council approval of the 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 & zoning Commission and hereby approves the variance
request of Steven Bury to allow for the construction and placement
of a septic system encroaching into the required 100 foot setback
from the Ordinary High Water (OHW) mark on the property located at
17230 Aztec Street NW, legally described as Lot 7, Block 2, valley
View Estates with the following conditions:
1. The variance is contingent upon the approval of the Minnesota
Department of Natural Resources.
Adopted by the City Council of the City of Andover this
16th day of July, 1991.
CITY OF ANDOVER
Kenneth D. Orttel, Mayor
ATTEST:
Victoria Volk, City Clerk
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CITY of ANDOVER
PLANNING AND ZONING COMMISSION MEETING - JUNE 25, 1991
MINUTES
The Regula~ Bi-Monthly Meeting of the Andove~ Planning and Zoning
Commission was called to o~de~ by Acting Chai~pe~son Becky Pease on
June 25, 1991, 7:30 p.m., at the Andove~ City Hall, 1685 Crosstown
Bouleva~d NW. Andove~, Minnesota.
Commissione~s p~esent:
Mayna~d Apel, Bonnie Dehn, Steve Jonak, Ma~c
McMullen <a~~ived at 7:36 p.m.)
Bev Jovanovich, Randy Peek
City Planne~, David Ca~lbe~g: and others
Commissioners absent:
Also present:
'-'-
APPROVAL OF MINUTES
June 11, 1991: Cor~ect as w~ltten.
MOTION by Apel, Seconded by Jonak, approval of the Minutes as
presented. Motion car~led on a 3-Yes <Apel, Dehn, Janak), l-Present
<Pease), 3-Absent <Jovanovich, McMullen, Peek) vote.
VARIANCE REQUEST - SEPTIC SYSTEM SETBACK ENCROACHMENT. STEVEN BURY.
17230 AZTEC STREET NW
M~. Ca~lberg reviewed the va~iance request of Steven Bury to al low for
the const~uction and placement of a septic system enc~oaching Into the
~equired lOa-foot setback f~om the O~dina~y High Wate~ mark of the Rum
River. The applicable o~dinance is Ordinance No. 52, Sections 5.02
and 10.03. The septic system would be located entirely within that
encroachment; howeve~, the~e is no other location to place It without
cutting down numerous trees, which is also an ordinance violation.
The variance is needed because of the topography of the land and the
shape of the lot. It Is a 1 1/4-acre lot.
M~. Ca~lbe~g also ~eported the DNR has been contacted and will have
final approval, but they suggested the City begin its process while
they review it. The variance should be contingent upon DNR approval.
<Commissioner McMullen arrIved at this time.)
Mr. Carlberg also stated that Staff feels this p~oposed location is
the best site. The Building Official looked at the p~oposal and did
not see a prOblem with it. This needs to be done as soon as pOSSible
because M~. Bu~y's p~esent system is failing.
"
)
10-
Planning and Zoning Commission Meeting
Minutes - June 25, 1991
Page 2
,~)
(Va~iance Request - Septic System Setback Enc~oachment, Steven Bu~y,
17230 Aztec St~eet NW. Continued)
MOTION by Apel, Seconded by Jonak, that the Andove~ Planning and
Zoning Commission ~ecommend app~oval of the va~iance ~equested by
Steven Bu~y to allow fo~ the const~uction and placement of a septic
system encroaching into the required lOa-foot setback f~om the
O~dina~y High Wate~ ma~k on the prope~ty located at 17230 Aztec St~eet
NW, legally desc~ibed as Lot 7, Block 2, Valley View Estates, PIN 8 32
24 22 0007.
The Planning Commission finds that the proposal meets the conditions
established in O~dinance No. 52, Section 10.03.01. The va~iance would
be contingent upon the approval of the Minnesota Depa~tment of Natu~al
Resou~ces.
.~"
Motion car~ied on a 5-Yes, 2-Absent (Jovanovich, Peek) vote. This
Item will go to the Council on July 16, 1991.
OTHER BUSINESS
M~. Carlberg b~iefly discussed the Comprehensive Plan Task Force
meeting to be held on Thursday, June 27, 1991.
The~e being no furthe~ business, Acting Chairpe~son Pease declared the
meeting adjourned at 7:43 p.m.
~::;;:w~L
Marcella A. Peach
Recording Secretary
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CITY OF ANDOVER
REQUEST F.OR :PLANNING COMMISSION ACTION
DATE lll1np'C; , QQ1
AGENDA ITEM
3. Variance, steve Bury
17230 Aztec St NW
Septic Setback from
Ord. High Water Mark
ORIGINATING DEPARTMENT 1u
Planning ..
David L. Carlberg
city Planner
APPROVED FOR
AGENDA
BY:
BY:
REQUEST
The Andover Planning and Zoning Commission is asked to review the
request of Steven Bury to allow for the construction and
placement of a septic system encroaching into the required 100
foot setback from the Ordinary High Water (OHW) mark on the
property located at.,.17230 Aztec Street NW, legally described as
Lot 7, Block 2, Valley View Estates (PIN 8-32-24-22-0007).
APPLICABLE ORDINANCES
Ordinance No. 52, Section 5.02, sets the minimum district
dimensional requirements of the Rum River Scenic River District.
In the Rum River Scenic River District, on-site sewage treatment
systems are required to be setback a distance of 100 feet from the
Ordinary High Water (OHW) mark.
Ordinance No. 52, Section 10.03 establishes those conditions to be
present in the granting of a variance. The Planning and zoning
Commission should review the request using the following criteria:
1~ will the strict enforcement of the land use controls
result in unnecessary hardships to the property owner?
The property owner is unable to place an on-site septic system on
said property and meet the setback requirements for the Rum River
Scenic River District. The strict enforcement of the land use
controls does result in a hardship to the property owner.
2. Granting of the variance is not contrary to the purpose and
intent of the zoning provisions herein established by these
standards and criteria, and is consistent with NR 2700.
The request is not contrary to the purpose and intent of the
zoning provisions of Ordinance No. 52 and is consistent with the
Department of Natural Resources, NR 2700, the Designation,
Classification and Management of the Rum River in Mille Lacs,
Sherburne, Isanti and Anoka Counties.
3. There are exceptional circumstances unique to the subject
property which were not created by the landowners.
.' '
\.~
The failing of the applicant's on-site sewage disposal system and
the inability to construct a new system that meets the setback
requirements specified in Ordinance No. 52 has created
circumstances unique to the subiect property.
...
Page Two
Variance - Setback OHW Mark
Steven Bury - 17230 Aztec st. NW
June 25, 1991
,~)
4. Granting of the variance will not allow any use which is
neither a permitted or a conditional use in the land use
district in which the subject property is located.
The construction and placement of an on-site septic system is a
permitted use in the designated district. Therefore, the granting
of the variance will not allow a use that is not permitted.
5. Grantinq of the variance will not alter the essential
character of the locality as established by Manaqement Plan NR
2700.
The variance will not alter the essential character.
'"..
COMMISSION OPTIONS
A. The Andover Planning and zoning Commission may recommend
approval of the variance requested by steven Bury to allow for
the construction and placement of a septic system encroaching
into the required 100 foot setback from the Ordinary High
Water (OHW) mark on the property located at 17230 Aztec Street
NW, legally described as Lot 7, Block 2, Valley View Estates
(PIN 8-32-24-22-0007).
The Planning Commission finds that the proposal meets the
conditions established in Ordinance No. 52, Section
10.03.01.
In granting the variance request, the Commission shall base
the approval of the request on approval by the Minnesota
Department of Natural Resources.
B. The Andover Planning and Zoning Commission may recommend
denial of the variance requested by Steven Bury to allow for
the construction and placement of a septic system encroaching
into the required 100 foot setback from the Ordinary High
Water (OHW) mark on the property located at 17230 Aztec Street
NW, legally described as Lot 7, Block 2, Valley View Estates
(PIN 8-32-24-22-0007).
The Commission finds that the proposal does not meet the
requirements set forth in Ordinance No. 52, Section
10.03.01. The Commission finds that no hardship due to the
unique shape or topography of the parcel exists 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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AVENUE
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 · (612) 755-5100
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property Address
VARIANCE REQUEST FORK
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/frJdcver /j"(.;-?~fY.
Legal Description of Property:
(Fill in whichever is apporpriate):
c2.. Addition Valley t/iM t;~'~
Pl(if metes an~a~~~~dS, attachP~~e c~~i~t~:r~af?DC)(J7
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Description of Requ~~t
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Name of Applicant
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VARIANCE
PAGg 2
()
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
wi thin 100 feet.
2. Application Fee: Single Family - $50.00
other Requests - $75.00
Date Paid
~/;~/ql Receipt it ;5F'-(/ ()
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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 City Council finds that the request if it will be in
keeping with the spirit and intent of this Ordinance.
2. If it finds that strict enforcement of this Ordinance will
cause undue hardship because of circumstances unique to the
individual p~operty 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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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
July 16, 1991
DATE
Co.
BY:
FOR
ITEM
NO.s:
o
ORIGINATING DEPARTMENT ~
Planning . ~
David L. carlberg
City Planner
AGENDA ~ECTION ,
NQ D1Scusslon Items
REQUEST
The Andover City Council is requested to review the Major
Amendment to the Comprehensive Plan for sewer expansion requested
by Nedegarrd Construction Company. The Planning and Zoning
Commission reviewed the amendment on July 9, 1991 and made minor
changes. It should be noted that there was no opposition to said
request during the public hearing.
The amendment has been included in the packet materials for
Council review.
" MOTION BY
~~ TO
COUNCIL ACTION
SECOND BY
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
July 16, 1991
DATE
ITEM
NO.
(P.
Award 1991 CDBG Funds
Social Service Orgs.
ORIGINATING DEPARTMENT,Tl
Planning ~
David L. Carlberg
BY: Ci ty planner
FOR
AGENDA -.SECTION ,
NO. Staft, Comml ttee,
Commission
REQUEST
The Andover City Council is requested to award the 1991 Social
Service Pool Funds to the following social service organizations
with the amounts indicated.
Or anization
Amount
Total
$5,545
$4,000
$3,000
$2,500
$2,000
$1,500
$18,545
Anoka Co. Community Actions Program, Inc.
North Suburban Counseling Center
Ri se, Inc.
Alexandra House, Inc.
Northwest Suburban Kinship, Inc.
Community Emergency Assistance Program, Inc.
NOTE: Approval of this item is contingent upon the approval of
the reallocation of Contingency Funds to the Social
Service Pool.
, MOTION BY
TO
COUNCIL ACTION
SECOND BY
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE
July 16, 1991
ITEM
NO.
...,.
Implement Phase II of
Budget Reduction Plan
ORIGINATING DEPARTMENT
Finance
Howard D. Koolick ro<-
Finance Director
BY:
:~~Y;OR
BY:!
I
AGENDA SECTION
NO. Staff, Committee, Comm.
REQUEST
The Andover City Council is requested to approve the attached
resolution implementing the Phase II budget cuts as recommended by
the Finance Director. These cuts were included as part of the
budget reduction plan adopted by the City Council in April.
BACKGROUND
In April, the City Council approved a budget reduction plan that
included two phases. The first phase was to reduce expenditures
for the known state aid reductions. The second phase identified
areas that could be cut if and when additional aid reductions
occurred.
The additional amount of aid cut by the 1991 legislature totals
$25,500. The budget reduction plan identified a total of $33,174
of potential budget cuts. The following is a listing of the
cuts identified in the plan.
COUNCIL ACTION
" ~
MOTION BY
TO
SECOND BY
,~~)
Department
Planning and zoning
41910
Rescue Service
42270
Park and Recreation
45200
Park and Recreation
45200
Streets & Highways
43100
Streets & Highways
43100
Snow & Ice Removal
43125
Total Phase II
Amount
$ 300
$ 2,000
$ 2,000
$ 10,000
$ 6,874
$ 4,000
$ 8,000
$ 33,174
--------
--------
Justification
Elimination of training session
for six Planning and zoning
Commissioners.
Reduction of estimated needs
for conferences, dues and
seminars for rescue squad.
Elimination of deepening of
Strootman Park Pond.
Elimination of construction
of permanent warming house
at Hawkridge park.
Elimination of seal coating
program and replacement with
increased cracksealing.
Elimination of a portion of
contractual street sweeping or
overestimate of contract cost.
Elimination of contracted
plowing. All plowing will be
done by City trucks and
employees.
Since the amount of the aid reduction is less than the cuts
identified, City Council has several options. Each option is
listed and discussed below.
CITY COUNCIL OPTIONS
Option #1 - Make all cuts identified and add the difference
($7,674) to Contingency.
This option adds the difference between the
previously identified budget cuts and the aid
reduction to the contingency. The contingency
currently has a balance of $35,870. Of this balance,
$14,112 is earmarked for implementing comparable
worth.
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Option #2 - From the cuts identified, select a portion that totals
$25,500.
This option only reduces expenditures by the amount
of revenue lost. It is based on the theory that
there is very little excess in the budget. If this
option is chosen, the City Council will need to
decide which cuts should be made and how much they
should be.
Option #3 - Cut expenditures by less than $25,500 and leave the
budget unbalanced.
This option recognizes that cutting the budget is
very difficult and gives an option to cut only the
amounts deemed absolutely necessary by city Council.
If this option is chosen, the City Council will need
to decide which cuts should be made and how much they
should be.
STAFF RECOMMENDATION
staff recommends Option #1. Option #1 provides stability by
increasing the budget contingency. This amount can always be
reallocated if needed for an emergency. Option #1 also reduces
unnecessary expenditures. Option #2, while being a good option
leaves some unnecessary expenditures in the budget. Option #3,
while being feasible. is not a fiscally responsible choice.
Based on the above, staff recommends Option #1.
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
~
RES. NO. R
-91
A RESOLUTION AMENDING THE 1991 GENERAL FUND BUDGET.
WHEREAS, the City Council of the City of Andover adopted
resolution number R174-90 establishing the 1991 General Fund
budget; and
WHEREAS, the budget anticipated revenue from the State of
Minnesota in the form of local government aid totaling $102,829;
and
WHEREAS, the State of Minnesota has enacted into law two
budget reconciliation packages which include reductions in the
City's local government aid; and
WHEREAS, the City Council of the City of Andover has adopted
a Budget Reduction Plan which anticipated these aid reductions and
identified potential expenditure reductions.
NOW, THEREFORE, BE IT RESOLVED that the City Council of
the City of Andover hereby adopts the Phase II expenditure cuts
outlined in the Budget Reduction Plan. Specifically these cuts
are as follows:
Planning and zoning
Rescue Service
Park and Recreation
streets and Highways
Snow and Ice Removal
$300
$2,000
$12,000
$10,874
$8,000
$33,174
BE IT FURTHER RESOLVED that the 1991 General Fund budget is
hereby amended to include a decrease in Local Government Aid of
$25,500.
BE IT STILL FURTHER RESOLVED that the 1991 General Fund
budget is hereby amended to include an increase in the Contingency
line for the difference between the expenditure cuts and the
local government aid reduction ($7,674) to provide for unforeseen
or emergency expenditures the City may incur.
Adopted by the City Council of the City of Andover on this
day of July , 1991.
16th
CITY OF ANDOVER
ATTEST:
Kenneth D. Orttel, Mayor
()
Victoria Volk, City Clerk
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
July 16, 1991
DATE
Appoint Tree
Commission Member
ORIGINATING DEPARTMENT lJ
Planning ~
David L. Carlberg,
City Planner
AGENDA SECllON ,
NO. Sta f, Comml t tee,
Commission
ITEM
NO.
8.
BY:
REQUEST
The Andover City Council is asked to review the attached
application of Scott Thomas and appoint the applicant to the seven
member Andover Tree Commission. Listed below are the members of
the Commission that have been appointed and the date their terms
expire. The City will begin the Tree Commission with six (6)
members and appoint one (1) additional member as applications are
received.
Michael Click (Term Expires 12/31/93)
Steven Morrison (Term Expires 12/31/93)
Jim Siirila (Term Expires 12/31/93)
Harold Sullivan (Term Expires 12/31/93)
Bob Whitcraft (Term Expires 12/31/92)
Scott Thomas (Term Expires 12/31/92)
1 other (Term Expires 12/31/92)
The first meeting of the Tree Commission will be held on July 15,
1991 at 7:30 p.m.
COUNCIL ACTION
SECOND BY
MOTION BY
'-- TO
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CITY of ANDOVER
1685 CROSSTOWN BOULEVARD NW. . ANDOVER, MINNESOTA 55304 . (612) 755-5100
ADVISORY COMMISSION APPLICATION
Name: 7?o\r "'"l:/. ~S
Address: \0q{0 ~1~WE.lS~ '0'-;, ,J.kl.
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Home phone: 1'9?-?'t\~ Work Phone: 83'1- 0-=3\'3
Commission Preference:
Planning & zoning
Park & Recreation
Economic Development
Charter Commission
Public Safety Committee
Cable Comm.
Equestrian Council____
Tree Commission
'f.
please state your reasons for requesting to be on the advisory
commission checked above:
10 ffeL-? f'l2-DMO\t- AND MAWlAIN C:OMMLl.J11f
,A,ffY'Af--ArJc& AI'-.l'D rfJ-r~F?-I-r'f.
Describe your education/experience which qualifies you to serve
on this commission:
f;>, <7- A~.?ttrl~&;TI~M!..-
f1?v?efZ--ry tN':;e~e;-t?
E:-,.J.Lt ,,Jee~I,.JC:1 .
Wi(t1 O~
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t'3t:
Describe your professional, civic or community activities which
may be relevant to this commission:
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AN
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Dated:
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE
July 16, 1991
,~
Engineering
AP3~PR,~~D FOR
AG Dr--.\
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BY: v
AGENDA SECTION .
NQ Staff, Comm1ttee,
Commission
ORIGINATING DEPARTMENT
INTEM Change Order/9l-2/
0,
9. Creek View Crossing
BY: James E. Schrantz
The City Council is requested to approve Change Order #1 for
Project 91-2, Creek View Crossing.
The Change Order addresses the changes in street grade and storm
drainage that were negotiated along Xeon Street.
Also, the Change Order provides for sewer and water service along
Crosstown Street for future development.
These services don't obligate the City to provide service to the
Windschitl property before the City has this property included in
the MUSA boundary.
Attached is a copy of two letters from John Davidson, TKDA,
summarizing the changes that are proposed in the Change Order.
The Change Order will be ready by the 16th.
/'
MOTION BY
TO
COUNCIL ACTION
SECOND BY
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TKDA
1uly 9, 1991
fOLTZ. KINa, DUVALL, AND~~SON
ANC AaIOOIAr;a.IHCORPORAnc
UOO AMVlIOAN NATIONAl. aANK 8VlLDIH(I
SA/1fT "AUI., MlNNMOTA Nl0'.lee~
e,IiI9:iI.-o
"All 01"'"000"
ENGINEERS AROHITEOTS PLANNEFlS
Mr.lim Schrantr;
City of Andover
1685 Cro'IllltOwn Boulevard NW
Andover,~sota 55304
Re: Creekview Crossing
Project 91-2
Redesign Xeon Street Grades and Stonn Sewer
Andover,~esota
Co111111ission No. 9912
Dear Mr. Schrantz:
Attached are the estimated costs to revise Xeon Street grades and provide stonn sewer capacity
for future development east of Xeon Street.
We have revised the grades to those proposed by Mr. Windschitl and his engineer, Mr. Peter
Raatikka. Mr. Emmerich was present and generally concurred with the proposed redesign.
We have I1Sl1 included regrading the street to subgrade which was to be completed by Mr.
Emmerich. He was also going to regrade Lot 10, Block 5 at the southwest comer of 142nd
Avenue NW and Xeon Street.
The revised grade will lower thls intersection approximately 3-1/2 feet and eliminate the need for
stonn sewer south from 14lst Lane NW and Xeon to Coon Creek.
To accomplish the revision and not adversely affect the home being built on Lot 9, Block 5, it
will be necessary to extend stonn sewer south from 142nd Lane NW to 142nd Avenue NW. The
cost, includlng a 30% City cost is $9,900.80. We believe it is less than the cost to constnlct
stann sewer from 141st Lane andXean through the samtaIy trunk sewer dike to connect to Coon
Creek.
The increase in stonn sewer cost which will beneftt the 60 acres z east of Creekview Crossing is
as follows:
1.
Northerly stonn sewer modification to outlet at Andover
Boulevard and provide size and depth to serve a dry pond in
the future developed area
$3,014,50
:.)
2.
Pond Outlet MIl 15-1 to 143rd Lane NW at MH/CB 1,5-2 - increase
24" RCP to 30" RCP 3,186,82
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Mr. Jim Schrantz
July 9, 1991
Page Two
3.
Deepen 24" and 21 II RCP stonn sewer from MH/CB 15~1 to the
cOMection from the proposed development east (approximately
Xeon Street and 142nd Lane NW)
Total Cost of Benefit to Future Development East
We suggest meeting with the developers to concur with these changes.
Sincerely yours,
JLD:j
Attachments
4.652.38
$10,853.70
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ENGINEERS ARCHITECTS PLANNERS
July 11,1991
TOLTZ,IQNQ. OUVALL. ANOERSON
ANO MSOOIATU.INOORPOAAUO
noo AAlEMAH IlATlONAl. aAA~ BUII.OIND
SIolNT PAl.1\.. MINIlUCTAUIOI.II03
811/1t2044OO
~AA 81 "".00>>
TKDA
Mr. Jim Schrantz
City Administrator
1685 Crosstown Boulevard NW
Andover, M..\.nnesotll 55304
Re: Creekview Crossing
project 91-2
Add Sewer and Water Services
Andover,~esota
Commission No. 9912
Dear Mr. Schrantz:
Attached are the estimated costs to Add Sanitary Sewer and Water Services for future
development east ofXeon Street from Andover Boulevard to a future street between 143rd Lane
and 142nd Lane NW.
Two sanitary sewer services to the first 210ts south of Andover Boulevard will cross over the top
of the proposed stann sewer in Xeon Street. They, therefore, will be insulated since the depth of
cover will be less than 7'-0". Water services will be below the stonn sewer and will not require
insulation.
The ~timated cost based upon contractor's bid prices and including 30% City cost is $10,121.80.
A detalled estimated is as follows:
SANITARY SgwER SERVICES
Unit
Item
No.
15
16
17
18
NIB
D ..
e~cnptlon
4" on 8" PVC SDR 35 Wye
4" on 8" PVCSDR 26 Wye
4" PVC SDR 3S Service Pipe
4" PVC SDR 26 Service Pipe
2-1/2" Thick Polystyrene Insul,
Subtotal
OUlUltlty
7,OEA
5.0 BA
210.0 LF
150.0 LF
480.0 SF
Pric~
$33.00
55,00
4,80
6.20
1.10
Amount
$231.00
275.00
1,008,00
930,00
528,QO
$2,972,00
,
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Mr. Jim Schrantz
July 11, 1991
PageZ
WATER SP.'RVICJ:!S
Item
No. Description
13 1" Type K Copper Tap Service
14 1" Corporadon Stop
IS 1" Curb Stop With Box
Subtots.l
Total Cost X 1.30
Sincerely,
JLD/mha
Ouanti~
480.0 LF
12.0 EA
12.0 EA
Unit
price
$S.30
~,OO
77.00
=
Amount
$2~44.oo
300.00
924.00
$3;768.00
$8,762.00
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE
July 16, 1991
AGENDA -5ECllDN .
NO. st:atf-, Comml ttee,
Commission
ORIGINATING DEPARTMENT
Engineering
ITEM
NO.
10.
Schedule Special
Meeting
BY:
Todd J. Haas
BY:
a spacial maa~g to
The bid opening is
The city Council is requested to schedule
award the seal coating bids, project 91-8.
scheduled for July 22nd.
Possible dates would be July 23rd or July 25th.
This will help to keep on schedule with the program. Awarding the
bid on August 6th may be too late as the City has had problems
with the seal coat work performed in late August.
"
MOTION BY
TO
COUNCIL ACTION
SECOND BY
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
AGENDA SECJlON .
NQ Staff, Comm1ttee,
Commission
DATE
ORIGINATING DEPARTMENT
Jul
16, 1991
Engineering
ITEM
NO.
1/.
Red Oaks Manor Area/
watermain/91-l2
BY:
Todd J. Haas
BY:
The City Council has requested staff to propose a schedule of
meetings for a hearing to be held on Project 91-12, Red Oaks
Manor, for discussions of watermain construction to serve this
area.
Staff contacted Betsy and Todd Berg, the individuals that
originally circulated the petition, to find out the position as to
the estimated cost for each lot. Because of the condition of the
existing well, the Bergs had a new well installed at a cost of
$3500. Now the Bergs are not interested in city water and will
not be circulating a new petition.
If the city Council wishes to continue the project, a resolution
is included.
Possible dates for the hearing are as follows:
August 20, regular scheduled meeting
August 22, special meeting
August 29, special meeting
Administrator's Comments:
I recommend instead of having a hearing that we send out a letter
to all the property owners in Red Oaks advising them of the costs
and asking if any of them are interested. If so, circulate a
petition and the City will consider an improvement project.
Reminding the property owners that their well will fail over time.
Anywhere from 15 to 20 years seems to be the life of a well and
pump before they have to be rebuilt, etc.
COUNCIL ACTION
, MOTION BY
'j TO
SECOND BY
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
()
MOTION by Councilman
to adopt the following:
A RESOLUTION CALLING PUBLIC HEARING ON IMPROVEMENTS OF WATERMAIN,
PROJECT NO. 91-12 IN THE RED OAKS MANOR 1ST - 4TH ADDITIONS AREA.
WHEREAS, pursuant to Resolution No. 081-91, adopted the 4th
day of June , 19 91 , a Feasibility Report has been
prepared by TKDA for the improvements; and
WHEREAS, such report was received by the City Council on the
4th day of June , 19 91 ; and
WHEREAS, such report declared the proposed improvement to be
feasible for an estimated cost of $ 991,455.08
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover that:
1. The City Council has accepted the Feasibility Report for
project No. 91-12 , for the improvements.
2. The Council will consider the improvements in accordance
with the report and the assessment of abutting property
for all or a portion of the improvement pursuant to
Minnesota Statutes Chapter 429 at an estimated total cost
of the improvement of $ 991,455.08
A public hearing shall be held on such proposed
improvement on the day of
the Council Chambers of the City Hall at
Clerk shall give mailed and published notice of
hearing and improvement as required by law.
3.
19 in
and the
such
MOTION seconded by Councilman
and adopted by the City
day of
Council at a
meeting this
19 , with Councilmen
voting in favor of the resolution, and Councilmen
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
Kenneth D. Orttel - Mayor
ATTEST:
, )
Victoria Volk - City Clerk
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REQUEST FOR COUNCIL ACTION
July 16,1991
AGENDA SECTION
NO.
DATE
ORIGINATING DEPARTMENT
ITEM
NO.
1.2.
Phone Systems for
FD Stations 1 & 2
Bob Peach ()/
BY: Bond Coordinator
AP"=~~bFOR
AG;r"r~
BYl
/
The Fire Department has reviewed quotes for the telephone systems
from the fol lowing:
Engineered Communications of America
( Comd i a I )
Northland Communications (Toshiba)
AT&T (Partner Plus)
Collins Communications (Meridian Norstar)
$ 6,669.00
7,710.83
9,218.78
13,416.00
Universal Connections, Inc. (Comdial) - quote was rejected
because they have been in business for less than one year. the
system would be installed by another company, and the quotes were
not equivalent to the other bidders.
The Comdial system appeared less flexible and of poor quality
than the others tested. A brand new system in the Little Canada
Fire Station appeared flimsy and had static on the line.
The Norstar System was digital and had the most features on the
phones. All phones had displays. It was not able to control the
doors or intercom non-phone areas, nor could non-standard
equipment, fax, answering machines, etc., be added easily. It
was also by far the most expensive system.
The AT&T System had very limited features on some phones. It
could not control the door locks or provide scanner on hook. It
was also expensive.
The Northland Toshiba had al I the features we need at al I
phones. It is simple to operate because of more single button
selected options at all phones. It has more auto dial numbers
for the entire Department roll and includes intercom and on-hook
scanner and door control at al I phones. It is also the lowest
price quote of acceptable quality from an established company.
COUNCIL ACTION
/ '
MOTION BY
,/ TO
SECOND BY
,
,)
Phone Systems for FD Stations 1 & 2
July 16, 1991
Page 2
We recommend purchasing the Northland Toshiba system for both
stations at a cost of $7,710.83. The bond budget had $10,000
al located for the phone system, for a savings of $2,290.
Phone System Requirements:
Station #1 Requirements:
Maximum capacity - 6 lines, 16 phones
5 20-botton sets with speakerphone
6 10-botton sets, one with speakerphone: 5 with hands free
answer back
3 Intercom speakers
1 Outside horn/ring switched
2 Door speakers with release
1 Emergency power fail jack
Station #2 Requirements:
Maximum capacity - 3 lines, 8 phones
2 Speakerphones
2 Phone hands free answer back
1 Door speaker with release
1 Outside horn/ring switched
2 Wired Jacks
1 Emergency power fail jack
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACfION
July 16, 1991
DATE
ITEM
NO.
/3.
Approve Resolution
Expending PIR Funds
ORIGINATING DEPARTMENT
Finance
Howard D. Koolick ~
BY: Finance Di rector
APPROVED FOR
AGEC;]>
BY:}
AGENDA SECTION
NO. Non-Discussion Items
REQUEST
The Andover City Council is requested to adopt the attached
resolution authorizing the expenditure of not more than $1,500
from the PIR Fund to purchase a new trailer for public works.
BACKGROUND
At the last City Council meeting, the City Council approved
expending PIR funds for the purchase of the trailer to replace the
old trailer which has worn out. As was indicated at that meeting,
in order to expend PIR funds, four-fifths of the City Council must
approve a resolution expending the funds.
The attached resolution formalizes the expenditure approval.
COUNCIL ACTION
/"
MOTION BY
TO
SECOND BY
'--
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
~)
RES. NO. R
-91
MOTION by Counci1member
to adopt the following:
A RESOLUTION AUTHORIZING THE EXPENDITURE OF NOT MORE THAN $1,500
FROM THE PERMANENT IMPROVEMENT REVOLVING FUND FOR THE PURCHASE OF
A TRAILER FOR THE PUBLIC WORKS DEPARTMENT
WHEREAS, the Public Works department of the City of Andover
requires a trailer to transport its one-ton roller; and
WHEREAS, the trailer currently in use is failing and beyond
repair; and
WHEREAS, the City Council of the City of Andover deems it
necessary to replace this trailer; and
WHEREAS, Resolution Number R74-90 established a Permanent
Improvement Revolving Fund containing a Capital Improvement
Account designed to fund equipment and capital purchases upon the
approval of the City Council.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the
City of Andover hereby authorizes the expenditure of not more than
$1,500 from the Capital Improvement Account of the Permanent
Improvement Revolving Fund for the purchase of a trailer to
transport the City's one-ton roller.
MOTION seconded by Councilmember
and adopted by the
City Council on this
16th
day of
July
, 1991, with
Councilmembers
voting in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Kenneth D. Orttel - Mayor
Victoria volk - City Clerk
~)
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACfION
DATE
July 16, 1991
Non-Discussion Items
Engineering
A~
APPROV~EIOFOR
AGEt i;
BV,l}
;/
AGENDA SECTION
NO,
ORIGINATING DEPARTMENT
ITEM Approve Plans &
NO',f. Specsj91-l0
BY: Todd J. Haas
The City Council is requested to approve the final plans and
specifications and order the advertisement for bids for project
91-10, street construction for the l59th Lane, Swallow street and
Quinn Street area.
The plans and specs are available in the Engineering office.
MOTION BY
~- TO
COUNCIL ACTION
SECOND BY
~)
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilman
to adopt the following:
A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING
ADVERTISEMENT FOR BIDS FOR PROJECT NO. 91-10, 159TH AVENUE,
QUINN STREET AND SWALLOW STREET AREA FOR STREET CONSTRUCTION.
WHEREAS, pursuant to Resolution No. 086-91, adopted by the City
Council on the 18th day of June , 19 91, BRA has
prepared final plans and specifications for prOJeCt 91-10
for street construction; and
WHEREAS, such final plans and specifications
the City Council for their review on the 16th
July , 19 91
NOW, THEREFORE, BE IT RESOLVED by the City Council of Andover to
hereby approve the Final Plans and Specifications .
were presented to
day of
BE IT FURTHER RESOLVED by the City Council of the City of
Andover to hereby direct the City Clerk to seek public bids as
required by law, with such bids to be opened at
, 19___ at the Andover City Hall.
MOTION seconded by Councilman
and adopted
by the City Council at a
meeting this
day of
, 19 , with Councilmen
voting in favor of the resolution and
Councilmen
voting against same
whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Kenneth D. Orttel - Mayor
Victoria Volk - City Clerk
/ ,
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE
July 16, 1991
AGENDA SECTION
NO.
ORIGINATING DEPARTMENT
Non-Discussion Items
Engineering
ITEM
NO.
10.
Accept Petition/9l-21/
Smith's Green Acres
BY:
Todd J. Haas
The city Council is requested to approve the resolution declaring
adequacy of petition and ordering preparation of a feasibility
report for the improvements of storm drainage, Project 91-21, in
the Smith's Green Acres area.
The property owners are concerned with the swale that is located
directly on the rear yards. The property owners feel that this
area is unusable and with the installation of a storm sewer and
placement of fill from the west end of Block 2 to the east would
allow for better use of the back yards. Included is a grading
plan indicating how the lots were graded.
The lots proposed to be assessed would be Lots 3 - 7 of Block 2,
Smith's Green Acres.
MOTION BY
'-- TO
COUNCIL ACTION
SECOND BY
,-- '"
'-.)
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilman
to adopt the following:
A RESOLUTION DECLARING ADEQUACY OF PETITION AND ORDERING PREPARATION
OF A FEASIBILITY REPORT FOR THE IMPROVEMENTS OF STORM DRAINAGE
PROJECT NO. 91-21 IN THE SMITH'S GREEN ACRES AREA.
WHEREAS, the City Council has received a petition, dated
July 2 , 19~, requesting the construction of improvements; and
WHEREAS, such petition has been validated to contain the
signatures of more than 35% of the affected property owners
requesting such improvement.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City
of Andover that:
1. The petition is hereby declared as adequate.
2. The proposed improvement is hereby referred to TKDA
and they are instructed to provide the City Council with a
feasibility report.
MOTION seconded by Councilman
and adopted by the City
day of
Council at a
meeting this
19 , with Councilmen
voting in favor of the resolution, and Councilmen
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Kenneth D. Orttel - Mayor
Victoria Volk - City Clerk
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. I JUL ~ 199~J
o -30- 9/
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CITY of ANDOVER
Date:
No.
Gentlemen:
We, the undersigned, owners of real property in the following described
area:
.s r\'\.ith's 6reen
A exec,
do hereby petition that said portion of said area be improved by
Construction of C_~ty stOrM .sewer o.v\d dl('Cl.i",~e. tl'>1proveM~~-r+S_
and that the cost of said improvement be assessed against the benefiting
property, as authorized by Chapter 429, Laws of Minnesota.
OWNER
ADDRESS
LEGAL DESCRIPTION
YES
NO
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This petition was circulated by:
Address: 7 ~ YD 141 $+ I tJ
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CITY OF ANDOVER
REQUEST FOR COUNCIL ACTION
DATE
July 16, 1991
AGENDA SECTION
NO. Non-Discussion Items
ORIGINATING DEPARTMENT
Finance
ITEM Receive June
NO. Financial statements
/&.
BY:
Howard D. Koolick w<-
Finance Director
APP~19V1hFOR
AGE,.. .
'--!-
BY: I
I
REQUEST
The Andover City Council is requested to receive the June 1991
financial statements for the General, Water and Sewer Funds.
Should there be any questions about an item, please contract me
prior to the meeting so that I may have adequate time to research
the question.
/~
~-
MOTION BY
TO
COUNCIL ACTION
SECOND BY
1r
~. _.______.. _. ..__....._.____...-._______......-... __.....__.-.,.""'__.__~_.~..._...... ~__ ~_...-...'_ _ -.......___ ___ _ _ __.->.. ~_' ~._"'~__~ ___~_..___'_.~.... ~'~r' ~_~ ~ __._.~__ u _~ ~.
CITY OF ANDOVER
YEAR TO DATE SUMMARIES
'-------------------'---------"-'F O-R--'----"
C) GENERAL, WATER AND SEWER
'- A s 9J__~Jl J un 9J___
FUNDS
Revised
6~et
--------------- -------------- ----------
Year to Date Percentage
__~~t.L@l_.B..e ma._i_l:!.iE'-,9__
G ENE R A L FUN D
REV E N U E S
-----------------------
-----------------------
1,072,643.00
~2..00. 00
199,910.00
5,600.00
617,699.00
51,L5_0()-,_Ojl
20,850.00
59,000.00
90,000.00
24,000.00
6,000.00
TOTAL REVENUE
2,229,702.00
------------
------------
35,802.16
7.558.35
107.843.54
3.672.24
49,220.80
13,335.58
14,639.44
14,876.33
96
58
46
34
92
74
29
74
GENERAL PROPERTY TAXES
: ____6ILS,JN~S_S_lI.c..ENSES ANP PE.Bl1ITS
NON-BUSINESS LICENSES & PERMITS
Building Related
Other
-----
INTERGOVERNMENTAL REVENUE
CHARGES FOR SERVICES
_______~JLe..e..:L.1igD t i ng
Other
COURT FINES
SPECIAL ASSESSMENTS
-- --MISCE-[1.-ANE-dlJs-R EVE-tlCTE" - -----~-----------~_._-----
Interest Earned 30,000.00 8,070.94 73
m_'_.B~ fun d s --,~.!:l (U~,~DnQ~r:? ~,me.il! s ____ __~Q..!.~O 0 ~___n~_,_4-.9_~~2...__ 88
Other 4,300.00 2,300.75 46
TRANSFERS FROM OTHER FUNDS
From Admin. Trust Fund
From TIF 1-1 Fund
From TIF 1-2 Fund
100
100
100
260,727.08
88
------------
------------
~J
. --.------_._-~-~-----------_.._---- ------- ---~-------- --~-----_.- - --
_.- .-- ..---.---------.--- -----~_._--- --- .-------- ---- ..-------- ------------- _..- --~-----
..-
'.. ....,__ ___........~_...._.._~.c...________-.____,._~-.____ ~._._____ .>--'__----"-~..._____....._"_"':......o...>._~_. --.o~.....,............_...__________
CITY OF ANDOVER
YEAR TO DATE SUMMARIES
--------~._.-
FOR
GENERAL, WATER AND SEWER FUNDS
k:___QL___3.0,l!Jll.9 1
" \
'_.J
Revised Year to Date
_. _______________________'_' _____ _E3_u_d,3~_L____6.G.:DJ a 1
Percentage
Ref1)ai ni nq__
--------------- -------------- ----------
G ENE R A L FUN D
E X PEN D I T U RES
-----------------------
-----------------------
14,,792.63
1 ,433.59
2,157.46
2,828.72
49,510.49 52
47,403.73 53
12,255.00 (22)
33,621.00 ( 6)
16,733.82 72
23,429.97 54
10,489.68 45
16,394.09 54
5,990.77 57
15,532.68 34
3,569.98 62
810.57 77
26,509.71 62
98,826.31 75
73,59-3.27 68
1 7 ...J).l.~ . 83 56
58,640.40 54
618.85 73
4,981.39 45
67,122.89 70
62,810.59 51
6,119.50 73
5,838.10 61
10,487.30 66
2,468.87 17
16,454.01 56
74,455.13 67
1,755.71 81
15,943.92 57
7,792.18 52
25,663.38 56
13,997.06 (9 )
------------
848,058.58 61
------------
------------
CITY COUNCIL
, __NEWSLE]TI;R
MAYOR
ELECTIONS
, _~2~lNISTRA1)ON--, 105,171.00
FINANCIAL ADMINISTRATION 102,891.00
AUDITING 10,000.00
_ ,.___~S~E_~s..I1N________, 31,-5.00.00
ATTORNEY 60.300.00
PLANNING AND ZONING 51,002.00
DATA PROCESSING 19.095.00
._--_.__._--~-------~_.------------- -- .----~----_._~--------
CITY HALL BUILDING 35,833.00
FIRE STATION BUILDING 14.190.00
,___.,P~~!3 Lg:. WOR K S, B9lLD It!<.1 23 ,600.00
SENIOR CITIZEN'S CENTER 9,635.00
EQUIPMENT BUILDING 3,593.00
ENGINEERING 71,165.00
POLICE PROTECTION 404,078.00
FIRE PROTECTION 231,597.00
m__RE.:iC U,E_sER'lI cE __________~_~QQL,_1tQ,
PROTECTIVE INSPECTION 127,530.00
CIVIL DEFENSE 2,300.00
ANIMAL CONTROL 9.096.00
STREETS AND HIGHWAYS 224,662.00
SNOW AND ICE REMOVAL 130,352.00
_,__$TORM SEWERS 22,821.00
STREET LIGHTING 15.000.00
STREET SIGNS 31,606.00
TRAFFIC SIGNALS 3,000.00
----S-TR E E-T LIGHTS-B IL lED 38,000.00
PARK AND RECREATION 231.897.00
TREES AND WEED CONTROL 9,476.00
RECYCLING 37.129.00
ECONOMIC DEVELOPMENT 16,544.00
UNALLOCATED 59.643.00
IMPROVEMENT PROJECTS
OTHER FINANCING USES
34.108.00
6,831.00
4,200.00
12,800.00
'~J
TOTAL EXPENDITURES
2,229.702.00
------------
------------
1ir
________.....--.__... _._"............___..-....._...,_.-'"-_~._______.___ ___--...J' _r.. .._.~____.. .~~._, ",_~ ~'. .___ _ ..-,_ ...._~____. __ ~-_
CITY OF ANDOVER
YEAR TO DATE SUMMARIES
_._. ---_.----- ._~------~---_._--~-
FOR
"\ GENERAL, WATER AND SEWER FUNDS
\.,.-/ As of 30Jun91
Revised
B_ud':;let
Year to D,3te
Actual
Percentage
Remai ni n'L-__
IV ATE R FUN D
REV E N U E S
-------------------
-------------------
WATER SALES
METER SALES
PERMIT FEES
MISCELLANEOUS REVENUES
198,072.00
20,000.00
10,000.00
5.000.00
36,254.28
14,783.00
5,650.00
5,746.89
81
26
43
( 14)
G ENE R A L
FUN D
...~
TOTAL REVEN--'JJ_~_lihOL~,! 00
------------
------------
62,449.17
------------
------------
IV ATE R FUN D
E X PEN S E S
-------------------
-------------------
73
SOURCE, STORAGE AND TREATMENT
DISTRIBUTION
ADMINISTRATION
76,495.00
112,382.00
44,195.00
14,027.36
33,631.05
23,279.14
81
70
47
TOTAL WATER FUND EXPENSES
233,072.00
69
------------
------------
70,936.55
------------
------------
/j
~-,
~ ~~---- --- --- - - ~--- - ---.---.----- - --. -'- ----------.. -- -- - -- -..-'---.- ---.--.---- -- ---- ---------- - ----'-
~. _. .~<<-""._.",,~~-" __'__..u....,.e-.._.... _.~.....__......s___.___.....:..o-~.__. -""'-----~~,
....-'--"'-.. "~",-~,,-~~,------,,,-,~,,--""-'---"----'~------"'~--~'~-- ._~..-..__.~_..- .-...- -----. --,--
CITY OF ArWOVE R
YEAR TO DATE SUMMARIES
------~----~-FOR-~-'
GENERAL, WATER AND SEWER FUNDS
As of 30Jun91
---------
~\)
Revised Year to Date
________,_,____'_'______ _-.?.J:ldg.s;t_____Actu,31
Percentage
Remaining
--------------- -------------- ----------
SEW E R FUN D
REV E N U E S
-------------------
-------------------
SEWER CHARGES
INTEREST
,
TRANSFER FROM SEWER CONN. FUND
360,469.00
1,000.00
30,500.00
85,958.45
909.48
76
9
100
TOTAL SEWER REVENUE
391,969.00
- ---------
87,695.93
77
------------
------------
------------
------------
SEW E R FUN D
E X PEN S E S
--------------------
--------------------
COLLECTION
Metropolitan Waste Control
Other Expenses
ADMINISTRATION
243,781.00
70,732.00
77,456.00
121,890.00
16,658.95
12,099.23
50
76
84
TOTAL SEWER EXPENSES
391,969.00
150,648.18
61
------------
------------
------------
------------
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