HomeMy WebLinkAbout9A - Ida Circle/Trunk Hwy. 13 Proj.
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
CITY COUNCIL AGENDA REPORT
MEETING DATE: April 2, 2007
AGENDA#: 9A
PREPARED BY: LARRY POPPLER, ASSISTANT CITY ENGINEER
AGENDA ITEM: CONSIDER APPROVAL OF A RESOLUTION ACCEPTING FEASIBILITY
REPORT AND SCHEDULING A PUBLIC HEARING TO CONSIDER IDA CIRCLE
AND TRUNK HIGHWAY 13 IMPROVEMENT PROJECT
DISCUSSION: Introduction
The purpose of this agenda item is to accept the Feasibility Report and initiate a
Public Hearing to be held on May 7, 2007, for the Ida Circle and Trunk Highway 13
improvement project.
Historv
At the January 3, 2006, City Council meeting, Council adopted Resolution No. 06-
06 authorizing staff to prepare a Feasibility Report for the Ida Circle and Trunk
Highway 13 Improvement Project.
Ida Circle was annexed into the City of Prior Lake in 2004 as part of the Orderly
Annexation Agreement. On September 30, 2005, a petition containing seven of
nine households was received by the City. The petition specifically requests the
City for sanitary sewer and watermain for properties on Ida Circle. Properties on
TH 13 were not part of the petition.
The area proposed for improvement is located in the southwest corner of the City
of Prior Lake south of the intersection of County Road 12 and Trunk Highway 13.
A map of the project area is shown on Exhibit 1 of the Feasibility Report. The
proposed project includes street reconstruction, storm sewer, concrete curb and
gutter, and appurtenant work.
Sanitary sewer and water service for the project area became available with the
development of property east of Ida Circle. The development (known as Hickory
Shores) provided sanitary sewer, watermain, and storm sewer stubs to Ida Circle
as part of the PUD (Planned Unit Development) process. Also included with the
work was the closure of the Ida Circle access from TH 13.
Current Circumstances
The attached Feasibility Report indicates the total estimated costs and proposed
assessments for the project. At the end of the Feasibility Report, a project
financing summary is included to show project estimated costs, funding, and rate of
assessments. The total estimated cost of the project is $452,295.00.
Ida Circle was originally paved in 1973, is 36 feet in width, and has failing
bituminous surfaces. Ida Circle is proposed to be built to City standard of 32' width
with concrete curb and gutter. The typical roadway section is shown on Exhibit 2 of
www.cityofpriorlake.com
Phone 952.447.4230 / Fax 952.447.4245
Exhibit 2 of the Feasibility Report. It includes 1.5 inches of bituminous wear
course, 2.5 inches of bituminous base course, 6 inches of Class 5 aggregate base,
and 2 feet of granular borrow.
There is currently no sanitary sewer on Ida Circle. The nine properties on Ida
Circle and four properties on TH 13 are currently served by septic systems. The
systems are aging with the majority of the systems being over 20 years old.
Proposed 8-inch PVC pipe will be installed on Ida Circle and TH 13. New 4-inch
PVC sanitary service will be installed from the main to the property line. It will be
the sole responsibility of the property owners to connect sanitary service from the
property line to each individual home. Sanitary manholes will be installed
according to City standards.
There is currently no watermain on Ida Circle. The properties located in the project
area are currently served by wells. Proposed improvements include the installation
of 6-inch DIP on Ida Circle and 16-inch DIP installed on TH 13. The larger
diameter pipe on TH 13 will be installed as part of the trunk watermain. The project
assessment will be based upon estimates for 8" DIP costs with the oversizing cost
funded through the Sewer and Water Fund. New hydrants and gate valves will be
installed in accordance with the spacing guidelines outlined in the Public Works
Design Manual. Water service will be installed from the main to the property line.
It will be the sole responsibility of the property owners to connect water service
from the property line to each individual home.
Storm sewer improvements will include the installation of catch basins and storm
sewer pipes. The storm sewer system will connect to the existing stub already in
place within the Hickory Shores Development. A Ponding requirement for the
project area was included in Hickory Shores. A permit is needed from the Prior
Lake Spring Lake Watershed District for the necessary storm water improvements.
An informational meeting was held on March 14, 2007, to gauge support for the
project due to the assessment rate. The proposed improvements, project schedule
and assessments were presented to the attending property owners. Eight
properties were represented at the meeting. Of the eight, five were in favor of the
project moving forward. The Public Hearing is tentatively scheduled for May 7,
2007.
The attached Feasibility Report outlines which portions of the cost for the above
project will be assessed to the benefiting properties.
If the Council approves the Feasibility Report, the Chapter 429 special assessment
statute requires a public hearing be conducted prior to proceeding with the project
to determine if it is to move forward.
ISSUES:
The Assessment Review Committee met on March 5, 2007, at which time the
following issues were discussed and recommendations made:
S~eetRecons~ucffon
The Assessment Review Committee recommends assessing 100% for all costs
associated with the roadway improvements. Even though Ida Circle has a paved
surface, it was determined that the road work was required due to the placement of
FINANCIAL
IMPACT:
of sanitary sewer and watermain and therefore should be assessed to the
benefiting properties.
Assessment Method
The Assessment Review Committee recommends the unit method of assessment
for Ida Circle due to the fact that the lots in the project area are of similar size
and/or value. The estimated assessment rate is proposed at $31,665/unit. The
assessment rate does not include connection charges of approximately
$4,605/unit. This charge will be due when each property connects onto the City's
system. The following table shows the estimated assessment and breakdown of
the connection charges.
Special Assessment Unit Amount $31,665.00
Connection Charge: Metro SAC $1,675.00
City SAC $600.00
City WAC $900.00
Water Tower $1,000.00
Water Meter $325.00
Pressure Reducer $70.00
Inspection Fee $35.00
$4605.00
Total... $36.270.00
Conclusion
In summary, the project is feasible from an engineering and economic standpoint.
Approval of the Feasibility Report does not grant final approval of the project.
The property owners are proposed to be assessed 100% for all cost associated
with the proposed improvements. The City will use the Sewer and Water Fund to
fund oversizing of the watermain on TH 13. Funding sources and amounts are as
shown below:
Assessments
Trunk Sewer & Water Fund
Total Ci Cost
$411,645.0
$40,650.0
$452 295.0
The chart shows the breakdown for the City's portion of the project cost. The
overall project cost is $452,295.00. As part of the orderly annexation agreement,
septic system credits will be given for systems less than 20 years of age. The
project assessment will be reduced for any properties with septic systems that
meet the requirements outlined in the agreement. The amount of the credit is
dependent on the age and compliancy of the system. Funds for this credit would
come from the project levy. It is worth noting that the majority of the systems within
the project area are over 20 years of age.
ALTERNATIVES: The alternatives are as follows:
1. Approve Resolution 07 -XX accepting the Feasibility Report and establish a
Public Hearing date as per the attached Resolution.
2. Table the Resolution for a specific reason.
3. Deny the Resolution.
RECOMMENDED A motion and a second to adopt a Resolution accepting the Feasibility Report and
MOTION: calling for a Public Hearing for the Ida Circle and Trunk Highway 13 improvement
project.
Reviewed by:
Steve AlbUC W
Frank Boyles, Ci
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
RESOLUTION 07 -xx
RESOLUTION ACCEPTING FEASIBILITY REPORT AND CALLING FOR A
PUBLIC HEARING ON IDA CIRCLE AND TRUNK HIGHWAY 13 IMPROVEMENT PROJECT
Motion By:
Second By:
WHEREAS, Pursuant to Resolution 06-06, the City Council, on January 3, 2006, ordered a Feasibility
Report to be prepared by the City's Engineering Department with reference to the
improvement of Ida Circle; and
WHEREAS, The report provides information regarding whether the proposed project is necessary,
cost effective, and feasible.
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. The City Council hereby accepts the Feasibility Report as submitted.
3. The Council will consider the improvement of such streets and areas in accordance with the report
and the assessment of property as described in the report for all or a portion of the cost of the
improvements pursuant to Minnesota Statutes Chapter 429 at an estimated total cost of the
improvements of $452,295.00.
4. A Public Hearing shall be held on such proposed improvements on the ih day of May, 2007, at Prior
Lake City Hall, with the address of 4646 Dakota Street SE, City of Prior Lake, Minnesota at 6:00 p.m.
Statutory notice and publication requirements shall be followed.
PASSED AND ADOPTED THIS 2ND DAY OF APRIL 2007.
YES
NO
Hauaen Hauaen
Erickson Erickson
Hedbera Hedbera
LeMair LeMair
Millar Millar
Frank Boyles, City Manager
www.cityofpriorlake.com
Phone 952.447.4230 / Fax 952.447.4245
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PRELIMINARY REPORT
FOR THE CITY OF PRIOR LAKE
IDA CIRCLE
2007 PUBLIC IMPROVEMENT PROJECT INCLUDING
UTILITY IMPROVEMENTS, GRADING, CONCRETE CURB &
GUTTER, BITUMINOUS PAVING AND APPURTENANT WORK
MARCH 2007
-
PRELIMINARY REPORT
FOR THE CITY OF PRIOR LAKE
IDA CIRCLE
2007 PUBLIC IMPROVEMENT PROJECT INCLUDING
UTILITY IMPROVEMENTS, GRADING, CONCRETE CURB &
GUTTER, BITUMINOUS PAVING AND APPURTENANT WORK
MARCH 2007
I hereby certify that this Feasibility Report was prepared by me or under my direct supervision
and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.
;;;-~
utri-y P. Poppler, P.E.
Reg. No. 41005
.3 /--a,/ 0,
Date
G:\Recon_Projects\06-"_lda Circle Reconstruction\Feasibility Report\2007 Feasibility Report.doc
Page 2
INTRODUCTION
On January 3, 2006, the Prior Lake City Council adopted Resolution 06-06, which ordered the
preparation of a Feasibility Report for improvements to the project area listed below:
Ida Circle, located within Northeast quarter of Section 22, Township 114 North,
Range 22 West, Scott County, Minnesota.
SCOPE
This report evaluates the feasibility of reconstructing the streets and installation of utilities in the
project area. All existing infrastructure elements (streets, sanitary sewer, watermain, etc.) were
evaluated, improvements recommended, cost estimates of the proposed improvements prepared
and funding strategies developed in this report.
This report also evaluates the feasibility of providing city sanitary and water service to four
properties fronting Trunk Highway 13 located west of Ida Circle.
BACKGROUND
Ida Circle was annexed into the City of Prior Lake in 2004 as part of the Orderly Annexation
Agreement. A petition for public improvement was received by the City on September 30, 2005
from seven of the nine households on Ida Circle. The petition specifically requests the City for
sanitary sewer and watermain for the properties on Ida Circle. Due to development of the
property known as Hickory Shores, sanitary sewer and watermain service became more readily
available for properties within the Ida Circle area. As part of the PUD (Planned Unit
Development) process, the Hickory Shores Development removed the Ida Circle access to Trunk
Highway 13, provided an access through the development, and provided sanitary sewer and
watermain stubs for future connections at Ida Circle. With the completion of utilities on the
Hickory Shores Development, services to properties on Ida Circle became more viable.
Also included in this report is the feasibility of providing utility services to 4 properties along
Trunk Highway 13 adjacent to Ida Circle. These homes are in the same circumstances as those
on Ida Circle in terms of failing septic systems. Using economy of scale, adding these properties
will enlarge the project scope and provide more favorable bid prices. It is also beneficial for the
City to complete utility improvements for the properties on TH 13. This will eliminate remnant
properties without sewer and water and eliminate smaller improvement projects in the future.
The proposed project area is shown on Exhibit 1. Ida Circle has failing bituminous surface and
bituminous curb. The existing road width on Ida Circle is 36 feet wide and was originally paved
in 1973. Ida Circle no longer meets minimum design standards and it is not cost effective to
continue to patch the street.
There is currently no sanitary sewer system for Ida Circle. Properties located on Ida Circle (9
properties) and Trunk Highway 13 (4 properties) are all serviced by septic systems. The septic
systems are starting to age and the service lives of the systems are expiring.
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Page 3
There is currently no watermain system for Ida Circle. All the properties located in the project
area are currently serviced through individual wells.
PROPOSED IMPROVEMENTS
Roadwav
Proposed roadway improvements for Ida Circle include storm sewer, concrete curb and gutter,
driveway restoration, and bituminous surfacing. The roadway is proposed to have a seven-ton
design pavement section. The proposed width for Ida Circle is 32 feet, which is the City's
standard roadway width for residential streets.
The proposed standard city street section includes: 2 feet of granular borrow, 6 inches of Class 5
aggregate base, 2.5 inches of bituminous base course, and 1.5 inches of bituminous wear course.
Subcutting the roadway and placement of the granular borrow enlarges the scope of the street
reconstruction and increases the cost of the project. The typical street section is shown on
Exhibit 2.
The existing right-of-way is 60 feet wide on Ida Circle. Right-of-entry agreements will be
necessary for driveway and yard restoration due to the topography of the area.
Sanitary Sewer
Proposed sanitary sewer improvements are shown on Exhibit 3. Currently there is no sanitary
sewer on Ida Circle and new 8-inch PVC pipe will be installed to provide sanitary service. New
manholes will be installed according to the guidelines outlined in the Public Works Design
Manual. New 4 inch sanitary sewer services will be placed from the main to the property line.
New 8-inch PVC pipe is also proposed to be extended on Trunk Highway 13 to provide services
to four properties fronting the roadway. New manholes will be installed according to the
guidelines and new services will be stubbed to the property line. It will be the sole responsibility
of the property owners to connect sanitary service from the property line to each individual home.
New sanitary sewer services for the properties on the project will be installed at the optimal
location for connection into the homes. This will require additional survey and field verifications
of the existing septic systems.
Watermain
Proposed watermain improvements are shown on Exhibit 4. Watermain has been extended from
the Hickory Shores Development in order to serve the Ida Circle area. New 6-inch ductile iron
pipe will be installed on Ida Circle. The watermain connection will be made at the existing stub.
The existing 16-inch ductile iron pipe will be extended from Ida Circle along Trunk Highway 13
to provide service to four properties located on TH 13. Water service connections will be placed
from the main to the property line and new curb boxes will be installed. Larger diameter pipe
will be installed as part of the trunk watermain which will provide water service for future
development. The project assessment will be based upon estimates for 8" DIP costs. New
hydrants and gate valves will be installed in accordance with the spacing guidelines outlined in
the Public Works Design Manual. It will be the sole responsibility of the property owners to
connect water service from the property line to each individual home.
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Storm Sewer
Proposed storm sewer improvements are shown on Exhibit 5. The storm sewer system
improvements will consist of placing pipe, installing catch basins and connecting to the storm
sewer system already in place within the Hickory Shores Development. Ponding requirement for
the project area was included in the Hickory Shores Development.
A permit is needed from the Prior Lake Spring Lake Watershed District for the necessary storm
water improvements.
Street Li!htin!
There are no street lights proposed for the project area. Street lights may be added to the project
if the property owners request. The cost for installation will be added to the project cost and the
property owners will be assessed for the initial installation. The City would take over the cost for
electrical service once the project has been completed.
Fundin!
As a first time improvement it is proposed that the benefiting property owners will be assessed
100% for all cost associated with the project. The oversizing of the watermain along TH 13 will
be funded through the Sewer and Water Fund.
FEASIBILITY
From an engineering standpoint, this project is feasible, and can be accomplished as proposed.
ESTIMATED COST
The following costs were prepared based upon an Engineer's Estimate (Exhibit 6) and are subject
to change, depending on the final design of the project, required easements and/or right of way,
soil conditions. bids received, and actual work performed.
ITEM
Street/Storm Sewer - Ida Circle
Watermain - Ida Circle
Sanitary Sewer - Ida Circle
Street/Storm Sewer - TH 13
Watermain - TH 13*
Sanitary Sewer - TH 13
City's Indirect Costs**
TOTAL PROJECT COST
COST
$ 134,123.00
$ 44,892.00
$ 39,705.00
$ 15,430.50
$ 87,325.00
$ 48,570.00
$ 82.249.50
$ 452,295.00
*lncludes Oversizing Costs
**City's Indirect Costs includes the following:
Engineering (17 % )
Administration (5%)
Financing (3%)
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FUNDING SOURCES AND SPECIAL ASSESSMENTS
The area proposed to be assessed is every lot, piece, and parcel within the City limits benefiting
from said improvement, whether abutting or not, within the following described areas:
Ida Circle and Trunk Highway 13 from Ida Circle to approximately 900'
South
Specific property descriptions included in the above-described area, but not inclusive, are as
follows:
Crystal Addition
Stark Addition
The improvement cost can be assessed on a unit basis to the benefiting properties as per the
Assessment Policy adopted by the City Council on February 21, 1989, and as amended. The
following shows the assessment distribution for the project area. See Exhibit 7 for the
preliminary assessment roll.
Total Project Cost
Total Watermain Oversizing
Total Assessable Project Cost (100%)
$452,295.00
$40,650.00
$411,645.00
Assessment - Unit Method
Assessable Units
Estimated Unit Assessment
13 Units
$31,665.00IUnit
Along with the project costs, property owners will also have to pay connection charges when the
services are connected to the City's system. The charges are shown on the following table and
will add approximately $4,605.00 to the overall cost of the project to each property owner. The
connection charges will not be included in the assessment but will be due upon utility service
connections.
Soecial Assessment Unit Amount $31,665.00
Connection Charqe: Metro SAC $1,675.00
City SAC $600.00
City WAC $900.00
Water Tower $1 000.00
Water Meter $325.00
Pressure Reducer $70.00
Inspection Fee $35.00
$4,605.00
Total... $36,270.00
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Page 6
The cost estimate and funding sources for the project are summarized in the following table:
ITEM COST ASSESSMENT SEWER &
ESTIMATE WATER FUND
Street/Storm Sewer $149,553.50 $149,553.50
Watermain $132,217.00 $91,567.00 $40,650.00
Sanitary Sewer $88,275.00 $88,275.00
Indirect Costs $82,249.50 $82,249.50
TOTAL $452,295.00 $411,645.00 $40,650.00
The total estimated project cost is $452,295.00 with an estimated assessment amount of
$411,645.00. The oversizing cost is estimated at $40,650.00 and will be paid through the Trunk
Sewer and Water Fund.
SEPTIC SYSTEM CREDIT
Included in the Orderly Annexation Agreement is a schedule outlining septic system credits. The
table (shown in appendix) outlines credit amounts for septic systems that are less than 20 years of
age. The amount of the credit is based upon age and compliancy of the system. The City will
reduce the project assessment for any properties with septic systems that meet the requirements
outlined in the orderly annexation agreement. Funds for this credit would come from the project
levy. It should be noted that the majority of the properties in the project area contain septic
systems that are over 20 years old.
PROJECT SCHEDULE
The following project schedule outlines an approach to complete the assessable project in 2007:
ACTIVITY DATE
Hold Informational Meeting March 14,2007
Accept Feasibility Study/Call for Public Hearing April 2, 2007
Conduct Public Hearing/Accept Project/Order Plans and Specifications May 7,2007
Hold Second Informational Meeting June 2007
Approve Plans and Specifications/Order Advertisements for Bids August 2007
Open Bids September 2007
Accept Bids/Award Contract September 2007
Begin Construction September 2007
Complete Base Course of Bituminous Pavement October 2007
G:\Recon_Projects\06-11_lda Circle Reconstruction\Feasibility Report\2007 Feasibility Report.doc
Page 7
Authorize Amount to be Assessed/Schedule Assessment Hearing October 2007
Conduct Assessment Hearing! Adopt Assessment Roll October 2007
Complete Final Course of Bituminous Pavement June 2008
CONCLUSION
The proposed improvement is necessary, cost effective, and feasible from an engineering
standpoint and should be made as proposed.
The total estimated cost of the recommended improvements is $452,295.00. The estimated total
project assessment amount is $411,645.00. The total cost of this project is proposed to be
assessed to the benefiting property owners and the oversizing cost will be funded through the
Trunk Sewer and Water Fund.
G:\Recon_Projects\06-11_lda Circle Reconstruction\Feasibility Report\2007 Feasibility Report.doc
Page 8
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PROJECT AREA
CITY PROJECT #06-11
PROJECT AREA MAP
EXHIBIT 1
R.O.W.
VARIES
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16'
R.O.W.
VARIES
B618 CONC.
CURB&GUTTER
VARIES:f: (TYP)
1 1/2" TYPE MV 3 WEARING COURSE MIXTURE
(MVWE45035B)
2 1/2" TYPE MV 3 NON WEARING COURSE MIXTURE
(MVNW35035B)
6" CLASS 5 AGGREGATE BASE
2' GRANULAR BORROW
IDA CIRCLE
NOTE: ROAD TO BE CONSTRUCTED TO A MIN. OF 7 TON DESIGN
CITY PROJECT #06-11
PROPOSED STREET SECTION
EXHIBIT 2
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CITY PROJECT #06-11
PROPOSED SANITARY SEWER
EXHIBIT 3
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N Existing Watermain 49 Existing Hydrant
. Proposed Gate Valve 181 Existing Gate Valve
CITY PROJECT #06-11
PROPOSED W A TERMAIN
EXHIBIT 4
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CITY PROJECT #06-11
PROPOSED STORM SEWER
EXHIBIT 5
EXHIBIT 6
ENGINEER'S ESTIMATE
CITY OF PRIOR LAKE
2007 IMPROVEMENT PROJECTS
CITY PROJECT # 06-11 IDA CIRCLE
ISCHEDULE NO.1 (STREET) IDA CIRCLE
ITEM II SPEC. REF DESCRIPTION UNIT aTY UNIT PRICE TOTAL PRICE
1 2021.501 MOBILIZATION LS 1 $ 5,800.00 $ 5,800.00
2 2101.502 CLEAR & GRUB TREE 5 $ 350.00 $ 1,750.00
3 2104.501 REMOVE CONCRETE CURB & GUTTER LF 30 $ 10.00 $ 300.00
4 2104.503 REMOVE BITUMINOUS PAVEMENT SY 2420 $ 3.50 $ 8,470.00
5 2104.503 REMOVE CONCRETE WALK/DRIVEWAY SY 56 $ 8.00 $ 448.00
6 2104.511 SAWING CONCRETE PAVEMENT LF 25 $ 8.00 $ 200.00
7 2104.513 SAWING BITUMINOUS PAVEMENT LF 150 $ 6.00 $ 900.00
8 2104.521 SALVAGE & REINSTALL FENCE - SPLIT RAIL LF 80 $ 10.00 $ 800.00
9 2105.501 COMMON EXCAVATION (P) CY 2250 $ 8.00 $ 18,000.00
34 2105.507 SUBGRADE EXCAVATION CY 110 $ 8.00 $ 880.00
10 2105.521 GRANULAR BORROW (CV) CY 1540 $ 9.00 $ 13,860.00
11 2105.525 TOPSOIL BORROW (LV) CY 350 $ 20.00 $ 7,000.00
12 2105.609 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 200 $ 16.00 $ 3,200.00
33 2112.501 SUBGRADE PREPARATION RS 4.3 $ 250.00 $ 1,075.00
13 2130.501 WATER DUST CONTROL MGAL 20 $ 23.00 $ 460.00
14 2211.501 1 1/2" SCREENED CLEAN AGGREGATE BASE TON 75 $ 20.00 $ 1 ,500.00
15 2211.501 AGGREGATE BASE, CLASS 5 TON 780 $ 14.00 $ 10,920.00
16 2232.501 MILL BITUMINOUS SURFACE SY 11 $ 10.00 $ 110.00
17 2331.521 BITUMINOUS DRIVEWAY RESTORATION SY 305 $ 16.00 $ 4.880.00
18 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (B) TON 190 $ 41.00 $ 7,790.00
19 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON 295 $ 39.00 $ 11,505.00
20 2357.502 BIT. MATERIAL FOR TACK COAT GAL 110 $ 4.00 $ 440.00
21 2504.602 ADJUST VALVE BOX EA 1 $ 250.00 $ 250.00
22 2504.602 ADJUST VALVE BOX WITH 1 1/2" EXTENSION RING EA 1 $ 50.00 $ 50.00
23 2506.522 ADJUST CASTING WITH 1 1/2" EXTENSION RING EA 3 $ 185.00 $ 555.00
24 2506.522 ADJUST FRAME & RING CASTING EA 3 $ 375.00 $ 1,125.00
25 2531.501 CONCRETE CURB & GUTTER REPLACMENT - B618 LF 100 $ 19.50 $ 1,950.00
26 2531.501 CONCRETE CURB & GUTTER, DESIGN B618 LF 1000 $ 12.50 $ 12,500.00
27 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 56 $ 50.00 $ 2,800.00
28 2540.601 TEMPORARY MAILBOXES LS 1 $ 300.00 $ 300.00
29 2545.509 CONDUIT SYSTEM. INSTALL 4" NMC LF 50 $ 10.00 $ 500.00
30 2563.601 TRAFFIC CONTROL LS 1 $ 400.00 $ 400.00
31 2571.502 2.5' CALIBER TREE EA 5 $ 500.00 $ 2,500.00
32 2575.505 SODDING, LAWN & BOULEVARD SY 1750 $ 2.50 $ 4,375.00
33 2573.502 SILT FENCE, HEAVY DUTY LF 100 $ 3.50 $ 350.00
34 2573.602 CATCH BASIN SEDIMT. BAR. DURING CONST. EA 4 $ 250.00 $ 1,000.00
T SCHEDULE NO.1 (STREET) IDA CIRCLE TOTAL $ 128,943.00 I
06-11 Feasibility estimate.XLS3/19/2007
1 OF 4
EXHIBIT 6
ENGINEER'S ESTIMATE
CITY OF PRIOR LAKE
2007 IMPROVEMENT PROJECTS
ISCHEDULE NO.2 (STORM SEWER) IDA CIRCLE
ITEM. SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
2503.541 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 60 $ 32.00 $ 1,920.00
2506.502 CONST. DRAINAGE STRUCT., DESIGN 48-4020 EA 1 $ 1,700.00 $ 1,700.00
2 2506.502 CONST. DRAINAGE STRUCT., DESIGN SPECIAL (2'x3') EA 1 $ 1,450.00 $ 1,450.00
3 SPEC. PIPE FOUNDATION MATERIAL CY 5 $ 22.00 $ 110.00
T SCHEDULE NO.2 (STORM SEWER) IDA CIRCLE TOTAL $ 5,180.00 l
ISCHEDULE NO.3 (SANITARY) IDA CIRCLE
ITEM. SPEC. REF DESCRIPTION UNIT aTY UNIT PRICE TOTAL PRICE
1 2503.602 CONNECT TO EXISTING SANITARY SEWER, MH EA 1 $ 2,500.00 $ 2,500.00
2 2503.602 8" X 4. WYE EA 9 $ 140.00 $ 1,260.00
4 2503.603 8" PVC SEWER SDR35 LF 400 $ 40.00 $ 16,000.00
5 2503.603 4" PVC SEWER SDR26 LF 415 $ 25.00 $ 10,375.00
6 2503.603 SANITARY MANHOLE EXTRA DEPTH :>8' LF 12 $ 180.00 $ 2,160.00
7 2507.502 48" DIAMETER SANITARY MANHOLE EA 3 $ 2,250.00 $ 6,750.00
6 SPEC. PIPE FOUNDATION MATERIAL CY 30 $ 22.00 $ 660.00
T SCHEDULE NO.3 (SANITARY) IDA CIRCLE TOTAL $ 39,705.00 I
ISCHEDULE NO.4 (WATERMAIN) IDA CIRCLE
ITEM # SPEC. REF DESCRIPTION UNIT aTY UNIT PRICE TOTAL PRICE
1 2504.602 CONNECT TO EXISTING WATERMAIN EA 1 $ 3,500.00 $ 3,500.00
2 2105.601 DEWATERING LS 1 $ 300.00 $ 300.00
3 2504.602 HYDRANT WITH 6" VALVE AND BOX EA 2 $ 3,500.00 $ 7,000.00
4 2504.602 6" GATE VALVE AND BOX EA 1 $ 900.00 $ 900.00
5 2504.602 1" CURB STOP & BOX EA 9 $ 200.00 $ 1,800.00
6 2504.603 6" DIP WATERMAIN, CLASS 52 LF 370 $ 28.00 $ 10,360.00
7 2504.603 1" TYPE K COPPER PIPE LF 455 $ 25.00 $ 11 ,375.00
8 2504.602 6"SADDLE EA 9 $ 550.00 $ 4,950.00
9 2504.602 1" CORPORATION STOP EA 9 $ 180.00 $ 1 ,620.00
10 2504.608 DIP FITTINGS LBS 310 $ 3.50 $ 1,085.00
11 2504.603 HYDRANT RISER LF 3 $ 550.00 $ 1,650.00
12 SPEC. PIPE FOUNDATION MATERIAL CY 16 $ 22.00 $ 352.00
T SCHEDULE NO.4 (WATERMAIN) IDA CIRCLE TOTAL $ 44,892.00 I
06-11 Feasibility estimate.XLS3/19/2007
20F4
06-11 Feasibility estimate.XLS3/19/2007
30F 4
EXHIBIT 6
ENGINEER'S ESTIMATE
CITY OF PRIOR LAKE
2007 IMPROVEMENT PROJECTS
TOTAL (06-11)
SCHEDULE NO.1 (STREET) IDA CIRCLE
SCHEDULE NO.2 (STORM SEWER) IDA CIRCLE
SCHEDULE NO.3 (SANITARY) IDA CIRCLE
SCHEDULE NO.4 (WATERMAIN) IDA CIRCLE
SCHEDULE NO.5 (STREET) TRUNK HIGHWAY 13
SCHEDULE NO.6 (SANITARY) TRUNK HIGHWAY 13
SCHEDULE NO, 7 (WATERMAIN) TRUNK HIGHWAY 13
T BID SCHEDULE NO. 1.7 TOTAL
$ 128,943.00
$ 5,180.00
$ 39,705.00
$ 44,892.00
$ 15,430.50
$ 48,570.00
$ 87,325.00
$ 370,045.50
$ 82,249.50
$ 452,295.00
INDIRECT COSTS
TOTAL PROJECT COST
06-11 Feasibility estimate.XLS3/19/2007
40F 4
DESCRIPTION:
ASSESSMENT HEARING DATE:
ASSESSMENT UNIT RATE (100%):
ASSESSMENT CODE:
INTEREST RATE:
TERM:
INITIAL YEAR:
ADDITIONAL INTEREST:
PAYMENT METHOD:
EXHIBIT 7
PRELIMINARY ASSESSMENT ROLL
PROJECT #06-11, IDA CIRCLE SANITARY SEWER & WATER IMPROVEMENTS
$31,665.00
109
6%
20 YEARS
2007
75 DAYS
EQUAL PRINCIPAL
DANIEL & KATHLEEN BORCHARDT
17195 LANGFORD BLVD
L1 B1 STARK ADD'N - ANNEXED 17195 LANGFORD BLVD 254230010 PRIOR LAKE MN 55372 $31,665.00
ROBERT C & BETH A DAHL
17169 IDA CIR SW
2 L2 B1 CRYSTAL ADD'N - ANNEXED 17169 IDA CIR SW 254220020 PRIOR LAKE MN 55372 $31,665.00
LEONARD P PAWLAK
17178 IDA CIR SW
3 L7 B1 CRYSTAL ADDN - ANNEXED 17178 IDA CIR SW 254220070 PRIOR LAKE MN 55372 $31,665.00
RICHARD E & MARILYN KES
17177 IDA CIR SW
4 L6 B1 CRYSTAL ADD'N - ANNEXED 17177 IDA CIR SW 254220060 PRIOR LAKE MN 55372 $31,665.00
PAMELA D CHAMBERS
17175 IDA CIR SW
5 L5 B1 CRYSTAL ADD'N - ANNEXED 17175 IDA CIR SW 254220050 PRIOR LAKE MN 55372 $31,665.00
SEC 10 TWP 114 RNG 022 1.00 AC PIO NW 1/4 NE 1/4
COM NW COR, E 578.41 S911.54, SE 90 TO POB, SE ERIC A & CYNTHIA NORDIN
97, S 242.14, 3 117.77' N 271.51' NW 128.55' SW 117.75 17191 LANGFORD BLVD
6 TO POB 17191 LANGFORD BLVD 259100160 PRIOR LAKE MN 55372 $31,665.00
DAVID G & VANESSA CRISWELL
17180 IDA CIR SW
7 L8 B1 CRYSTAL ADD'N - ANNEXED 17180 IDA CIR SW 254220080 PRIOR LAKE MN 55372 $31,665.00
RICHARD D & MARLENE B HANNEN
17184 IDA CIR SW
8 L9 B1 CRYSTAL ADD'N - ANNEXED 17184 IDA CIR SW 254220090 PRIOR LAKE MN 55372 $31,665.00
G:\Recon_Projects\Q6-11_lda Circle Reconstruc1ion\lda Circle Assessment RolI.xls
1012 3/2112007
... ~ ~ , ~ ~~ ... "- ... ,.. " '" ~ . ~. _ ~ ~ _~~~ ,,""P , .. "- '\.J" ~- ~.~ ~, '.. "~~':-l
. -" .
. .
. -
J:C~~ -.'. ',- J.._," :.. ~:.=~..~. _ . :. '" '~;".;' :.,,"'.. ".'::' ,:>.:'::..:1 ;_~.. ',j.: ~.:.~ :~.~~",:_~.c':_"~~"~~~:~:_O .: .~'.;L~ ~~~_:~, "':;... '_..' . _,~.:~'~.~,: *.' ".. '.;~.u(~s ,_. ,'-;;~.,"':" i J,-:.. '.<\~"; <. ',-,.,"~'~,'';' "'.""'-. ',i
EXHIBIT 7
PRELIMINARY ASSESSMENT ROLL
RILEY J RACEK
% LINDSEY R GEVERS
17187 LANGFORD BLVD
9 L 11 B1 CRYSTAL AOO'N -ANNEXED 17187 LANGFORD BLVD 254220110 PRIOR LAKE MN 55372 1 $31,665.00
JOHN P DOYLE
17186 IDA CIR SW
10 L10 B1 CRYSTAL AOO'N - ANNEXED 17186 IDA CIR SW 254220100 PRIOR LAKE MN 55372 1 $31,665.00
CHRISTOPHER J & MANOY J MEYER
17193 LANGFORD BLVD
11 L2 B1 STARK ADD'N - ANNEXED 17193 LANGFORD BLVD 254230020 PRIOR LAKE MN 55372 1 $31,665.00
RONDA J & PATRICK G FANTETTI
17171 IDA CIR SW
12 L3 B1, CRYSTAL ADO'N - ANNEXED 17171 IDA CIR SW 254220030 PRIOR LAKE MN 55372 1 $31,665.00
JAMES D & KATHY S FRY
17173 IDA CIR SW
13 L4 B1 CRYSTAL ADO'N - ANNEXED 17173 IDA CIR SW 254220040 PRIOR LAKE MN 55372 1 $31,665.00
TOTAL
13
$411,645.00
G:\Recon_Projects\06-11_ Ida Circle Reconstruction\lda Circle Assessment RolI.xls
2012
3/21/2007
-/ :
r
I
.....
A JOINT RESOLUTION AMENDING THE ORIGINAL ORDERLY
ANNEX,ATION AGREEMENT DOCKET #A-2148(OA)-2
AND PROVIDING FOR THE ORDERLY ANNEXATION
OF CERTAIN ,LlREAS WITHIN SPRING LAKE TOWNSHIP
TO THE CITY OF PRIOR LAKE
Spring Lake Township Resolution No.O 31"' DeS
City of Prior Lake Resolution No. 03-130
Motion by Petersen, Second by Zieska
Recitals
Whereas, on November 20, 1972 Spring Lake Township, located in Scott County, Minnesota (the "Township")
. and the City of- Prior Lake located in Scott County, Minnesota (the "City") entered into an Orderly
Annexation Agreement ("1972 OAA") pursuant to Minnesota Statues Chapter 414 for the Orderly
Annexation of that certain land within the Township described in the 1972 OM, which is attached
hereto and incorporated herein as Exhibit 1; and
Whereas, in April 1991 , the 1972 OM was amended to apply to one property; and
Whereas, during the pendency of the 1972 OM certain lands have been annexed into the City of Prior Lake; and
Whereas, circumstances and conditions have changed during the time that has elapsed since the adoption of the
1972 OAA; and
Whereas, the Township and City have met to discuss the changed circumstances and conditions and pursuant to
said meetings have determined that the 1972 OAP. no longer serves the best interests of the residents
of the Township and City; and
Whereas, the Township and City desire to terminate the 1972 OAA and pass a Joint Resolution, pursuant to
Minnesota Statute Section 414,0325 Subdivision 1 (9) adopting a new Orderly Annexation Agreement;
and
Whereas, the Township and City desire to set out the terms and conditions that will govern the new Orderly
Annexation Agreement.
Now Therefore be it Jointly Resolved by the Spring Lake Township Board of Supervisors and the City of Prior
Lake City Council that: .
1. Recitals. The Recitals set forth above are incorporated herein and made part of this Joint Resolution,
2. Desicmated Land. This Joint Resolution is intended to establish an Orderly Annexation Agreement
between Spring Land Township and the City of Prior Lake (hereinafter "GAP,"). The OAA consists of the
land designated in Exhibit 2 and legally described jn Exhibit 3, which Exhibits are incorporated herein and
made part of this Joint Resolution ("Orderly Annexation Area"). This Joint Resolution provides for the
terms and conditions applicable to the Orderly Annexation of said land and the OM.
Page 1 of 9
J
3. Director of the Office of Strateaic and Lono Ranoe Planninq. This Joint Resolution is adopted by the
Township and City pursuant to the provisions set out on Minnesota Statutes Section 414.0325 (g) which
limits the role of the Director of the Office of Strategic and Long Range Planning or its successor agency to
review and comment on an orderly annexation. No consideration by the Director of the Office of Strategic
and Long Range Planning or its successor agency is necessary in order for any boundary adjustment to
occur within the Orderly Annexation Area pursuant to this Joint Resolution.
The Director of the Office of Strategic and Long Range Planning or its successor agency may review and
comment, but shall, within 30 days, order an annexation in the accordance with the terms of this Joint
Resolution,
4. Reasons Land Desiqnated is in Need of Orderly Annexation, The land designated in Exhibit 2 is in
need of Orderly Annexation because:
a. The owners of property within the 1972 OAf::., hav~ been subject .to uncertainty since 1972 over
when their property would be annexed into the City.
b, The OAA describes with particularity and certainty the terms, conditions and timeframe property
will be annexed into the City.
c. The designated area is now or about to become urban or suburban in character and the City is
capable of providing the services required by the area within a reasonable time.
d. The annexation will be in the best interest of the designated area.
e, The designation is consistent with the findings of the legislature as set forth in Minnesota Statute
Section 414.01 Subdivision 1 a (1) - (4).
5. Phasinq of Annexation of Land within Desiqnated Area. The land within the designated area is
divided into sub-areas. The sub-areas are depicted on Exhibit 2, The land identified in each sub-area
(legal descriptions of which are provided as Exhibit 3) shall be annexed to the City according to the
timetable identified below:
a. Area within 3.1 shall be annexed upon the effective date of this Agreement.
b, Area within 4,1. 4.4 shall be annexed to the City in 2004.
c. Area within 6.1 and 6,2 shall be annexed in 2006.
d. Area within 7.1 shall be annexed in 2007.
e. Area within 8.1, 8.2 and 8.3 shall be annexed in 2008.
f, Area within 1.0.1,10.2 and 10,3 shall be annexed in 2010.
g. Area within 12.1 shall be annexed in 2012.
h, Area in 14.1 and 14.2 shall be annexed in 2014.
I. Area in 24,1 shall be annexed in 2024.
j, Area 24.2 shall be annexed in 2006, unless the Township enters into a Sewer and Water
Construction and Maintenance Agreement ("SWCMA") with the City by November 15, 2005, The
terms and conditions. of the SWCMA shall be similar to the Sewer and Water Construction and
Maintenance Agreement for South Shore Drive as amended, attached hereto and incorporated
herein as Exhibit 4.
k. Area 24,3 shall be annexed in 2024. This is Spring Lake (DNR ID:70-54P) below the 912.8
ordinary high water mark,
5.1 Exceptions. The year of annexation for all Are~s set forth above shall be exte'lded if sewer and
.water service is not within 150 feet of any boundary to the legally described Area. The extension
Page 2 of 9
shall be effective until the latter of the following two situations occurs: (1) sewer and water service
is within 150 feet of the Area, or (2) eight years has elapsed. If 8 years elapses and sewer and
water is not within 150 feet of the area, the area will, without further action by the Township or City,
be eliminated from this OAA.
5,2 Resolution of City to Annex Desianated Areas. To annex land within Areas 4.1 -4.4,6.1 - 6,2,
7,1,8,1 - 8.3,10.1-10.3,12.1,14.1 and 14.2, and 24.1 - 24,3 as depicted in Exhibit 2, the City
shall pass a resolution. Area 3.1 shall be annexed upon the effective date of this OAA. The
resolution adopted by the City Council pertaining to the annexation shall state that:
a. No action by Spring Lake Township or consideration by the Director of the Office of Strategic
and Long-Range Planning or its successor agency is required to effectuate the annexation;
and
b. The Director of the Office of Strategic and Long Range Planning or its successor agency may
review and comment, qut shall, within 30 days, order the annexation in accordance with the
terms of the resolution.
6. Township I City Property Taxes Applicable.
6,1 Property Taxes. Property taxes payable on the annexed land shall continue to be paid to the
Township for the year in which the annexation becomes effective.
6.2 Property Tax Phasina. If the annexation becomes effective on or before August 1st of a levy year,
the City will levy on the annexed area beginning with that same levy year. If the annexation
becomes effective after August 1 sl of a levy year, the Township will continue to levy on the annexed
area for that levy year, and the City shall not levy on the annexed area until the following levy year.
6.3 Apolication of Property Tax PhasinQ, In the first year following the year when the City can first levy
on the annexed area, and thereafter, property taxes on the annexed land shall be paid to the City in
accordance with the formula set out below:
a. In the first year, the property oWner shall receive a 50% property tax rate reduction in the City
taxes.
b. In the second year, the property owner shall receive a 33% property tax rate reduction in City
taxes.
c. In the third year, the property owner shall receive a 17% property tax rate reduction in City
taxes. .
d, In the fourth year and thereafter, the property owner shall pay full City taxes.
6,4 Any property within the Orderly Annexation Area which is subdivided after the effective date of this
OAA, but before the date of annexation as set forth in Paragraph 5, shall not benefit from the City
tax phasing provisions in above, nor shall the City be responsible for any payment
to the Township pursuant to Paragraph 6.6.
6.5 Areas scheduled for annexation between 2004 and 2007 will be subject to phasing regardless of
the year of annexation. All Areas scheduled for annexation in 2008 or after shall not be subject to
the phasing schedule.
6.6 Payment by the City to the Township for Prooerty Annexed in Years 2008. 2010. 2012. and 2014,
The City shall make a cash payment to the' Township for land designated for annexation
Page 3 of 9
in 2008, 2009,2010,2011,2012 and 2014. The amount of the payment shall be two times the
amount in taxes that Spring Lake Township levied against the property in the designated annexed
area in the preceding year, exclusive of debi service and special levies. The payment is being
made in consideration of tax revenues lost by the Township as a consequence of the annexation.
The amount payable to the Township applies only to the area annexed within a given year.
The City shall remit payment in two equal payments, the first payment is due by December 15th in
the year the area is annexed and the second payment is due by December 15th in the year
following annexation.
If an area designated for annexation in 2008, 2009, 2010, 2011, 2012 or 2014 is not annexed in the
year designated because sewer and water is not within 150 feet of the annexed area, the payment
pursuant to paragraph 6,6 herein shall not occur until the year the annexation occurs. The amount
of the p'ayment shall be based on the taxes the Township levied, exclusive of debt service and
special levies, in the year the annexation occurs; rather than the year designated for the
annexation to occur.
6.7 Certain Earlv Annexations, The City shall reimburse the Township for lost property tax revenue
pursuant to the provisions set forth herein for any property within an area designated for
annexation pursuant to Exhibit 2, where the property owner petitions for and annexation occurs
prior to the year designated in Exhibit 2,
(a) Subdivisions. Property annexed into the City prior to the year designated in Exhibit 2 shall,
upon subdivision, pay a fee to the City in the amount of two times (2x) the amount of taxes
the property owner would have been responsible for paying to the Township.
(b) Developer Responsible for Payment to Township. Pursuant to the City's Subdivision
Ordinance, all plats are subject to certain standardized charges. Those charges are set out
in a Development Agreement between the City and developer or property owner or both.
Development Agreements for subdivisions that occur pursuant to Paragraph 6.7 shall
include the fee provided for in Paragraph 6.7(a).
(c) Pass-Throuah Fee to Township. The fee required by Paragraph 6.7(a) and collected
pursuant to 6.7(b), shall be paid to the Township within thirty (30) days of receipt by the
City.
7. Special Assessments for Sewer and Water. The City will extend sewer and water to annexed areas.
The amount of the special assessment shall not exceed the special benefit a property receives from having
municipal sewer and water. The costs to construct the facilities will be specially assessed against benefiting
properties. Special benefit is the fair market value of property before and after the improvement. The
property owners will also be responsible for paying any development related fees and/or area charges
which may be due.
7.1 Deferred Soecial Assessments: Pursuant to the "City of Prior Lake Assessment Policy", all parcels
within a sewer and water utility improvement area shall be levied an area assessment charge as
determined by the Prior Lake City Council. For unplatted property that can be developed at a
greater density than its present use, a maximum of 2.5 acres shall be assessed at the time of the
improvement. The remaining acreage assessme'ot may be deferred for five years. Large tracts of
Page 4 of 9
land shall be assessed a maximum front footage of 150 feet at the time the improvement is
constructed. Any remaining frontage in excess of 150 feet may be deferred for a period of five (5)
years to allow for planned and orderly development of the property.
During any deferral period, simple interest will accrue subject to the interest rate established at the
improvement project special assessment hearing. If the parcel is subdivided durinG this time
period, the deferred assessments including accrued interest, will automatically be called down and
currently certified on the property tax rolls upon final plai approval by the Prior lake City Council. In
additional to the payment for deferred assessments, the property shall be subject to all applicable
development fees that would be incorporated into the context of a developers agreement. The City
assessment policy is subject to change as determined by the Prior lake City Council.
7.2 Credff to Special Assessment for Certain Seotic SYstems. Properties with septic systems will be
eligible for a septic system credit. For the purposes of this OM, the average cost of a septic
system (regardless of" wh.ether the system is a mound .system or other type of system) is deemed
to be Fifteen Thousand ($15,000) and the average life of a septic system is deemed to be twenty
(20) years,
7.2.1
In order to be eligible to receive a septic system credit, the property owner must provide the City
with a document from an independent inspector acceptable to City and qualified to inspect septic
systems, "certifying" that the property owner's septic system falls within one of the following three
categories:
a.
b.
c,
compliant with Scott County ordinances and any applicable state regulations in
effect at the time of the inspection;
non-compliant but functioning; or
failinq or failed.
The certification for a septic system credit must be submitted to the City Council before or at the
time of the special assessment hearing date required pursuant to Minnesota Statutes Chapter 429,
"';;':M"".h~atA~.!e"wjif{e'~liJja, i The
credit for a compliant septic system will be calculated based on 100% of Fifteen Thousand ($15,000)
amortized over twenty (20) years. The credit for a non-compliant but functioning septic system will be
calculated based on 50% of Fifteen Thousand ($15,000) amortized over a period of twenty (20) years. A
failing or failed septic system is not eligible for a septic system credit against a special assessment for
sanitary sewer. A property owner may not re-build a septic system in order to be eligible to qualify for a
septic sysiem credit.
Page 5 of 9
7.2.1.1 Septic system assessmeni credits for a compliant system shall be calculated according
th '\I · . .
to e TO oWing laDle:
Septic System Age ; Assessment Cr'edit I I Septic System Age i Assessment CrediT
lireSsf.~1t~mll(~t I $] 5,000 I lile~~:;ill~n&l~:s I $7.500
~~:~~~ I $ ] 4.25U .::i ~~!~.?::~ I $6,750
~~~~~ I $1 3.500 1<,:,':", ~f!~l:\.~S I $6.000
I
ti;$~~ I $1 2,750 I,;,; ~I.l~llm~ I $5,250
~~~~~ I $] 2,000 I I !b~~!~~ I $4..500
~~~~~~ I $] ] .250 .:'.1 h.~~ti~!li~;s I $3.750
~ail;1~s I $] 0.500 1$~~f,i!1S I $3.000
~~_~~a.ois ! $9.750 :j Lessl&11~~~Qr.s I $2.250
J;;;es~~\\9~ I $9.000 j 1iJ~~~fD~~1Fa#s I $1 ,500
I
~?11~;~~ I $8.250 j DesS';f#~i~i!~ I $750
I
7.2.1.2
Septic system assessment credits for a non-compliant system shall be
calculated according to the following table:
Assessment Credit
$7,500
$7,]25
$6,750
$6,375
$6.000
$5,625
$5,250
$4,875
$4,500
$4,125
Assessment Credit
$3,750
$3.3 75
$3,000
$2,625
$2,250
$1.875
$] ,500
$],]25
$750
$375
7.3 Deferral of Hook-Up to Certified Septic Systems. Special assessments for the construction of a
municipal sewer and water system are due and payable pursuant to the terms and conditions
adopted by the City Council and certified to the County Auditor. Notwithstanding the foregoing, all
property owners must either connect to the municipal sewer system or provide certification by an
independent inspector pursuant to the provisions set forth in 7.2 above. Compliant septic systems
shall be re-certified every 36 months from the original date of certification in order to continue to
defer hook-up. A property owner who fails to provide any timely certification to the City shall be
responsible for immediate hook-up within six months and for payment of all connection fees in
effect at the time of hook-up to the municipal sewer system,
7.4 Deferral of Pavment of Soecial Assessment. p, qualifying property owner may apply for a deferral of
special assessments. The City Council has adopted a special assessment deferral policy
applicable to hardship situations. The policy, which is subject to change at the discretion of the City
Council, provides eligibility criteria for the hardship deferral of special assessments. The decision
whether to grant a special assessment is solely within the discretion of the City Council.
7,5 Properties with Existina Wells. Annexed properties must connect to municipal sewer and water
within one (1) year of its availability subject to paragraphs 7.2 and 7,3 above. Annexed properties
with existing wells which are in compliance with all applicable state regulations may continue to use
the well for outside, non-domestic use, including but noi limited to lawn sprinkling, filling swimming
pools, washing cars and other non-domestic uses Cross-connection with the municipal water
system is prohibited.
Page 6 01 9
L
8. Plannino and Land Use Control Within the New Orderly Annexation Area. Pursuant to Minnesota
Statutes Section 414.0325, subd. (a) and (b), this jOint Resolution establishes, a thre6-person board to
exercise planning and land use control authority for the land depicted in Exhibit 2 and legally described in
Exhibit 3. The thre&-person board shall make determinations as to land uses for those properties included
in the new Orderly Annexation Area prior to the actual year of annexation. The thre6-person board shall
operate in a manner prescribed by MN Stat. Section 471.59, subd. (2)-(8), inclusive, and administer the
Comprehensive Plan and Zoning regulations of the County, given the understanding that the County
ordinance will be amended as Ie all Areas except areas 24,1 to 24.2 (the 2024 annexation Area) to provide
for one (1) housing units per forty (40) acres, with no bonus density provided for clustering. The
composition of the thre6-person board shall consist of one (1) elected representative from the County, one
(1) elected representative from the City, and one (1) elected representative from the Township.
8,1 Aoolicable Zonina Ordinances. Prior to the annexation of an area, the provisions of the Scott
County laws, regulations and ordinances shall apply within an OAA area. Subsequent to the
annexation of an OPA area, the Prior Lake laws, regulations and ordinances shall apply.
8.2 Exception: South Shore Drive and Veraus Avenue. The development and use of land subject to
the South Shore Drive and Vergus P,venue "Construction and Maintenance Agreement for Sanitary
Sewer and Water" are subject to the development provisions set out in the respective agreements.
9. Miscellaneous Provisions. This Joint Resolution is intended to establish a new Orderly Annexation
Agreement between the Township and City and further intended to supercede any previous Orderly
Annexation Agreements between the parties hereto,
10. Municipal Board to Relinquish Jurisdiction. Passage of this Joint Resolution shall be deemed a request
by the Township and City to the Municipal Board to relinquish jurisdiction over that portion of land within the
1972 OAA. The land subject to the new Orderly Annexation Agreement is depicted in Exhibit 2 and
described in Exhibit 3.
11. Urban Expansion Area. The City supports the re-zoning of the Urban Expansion Area that lies east of
Vergus Avenue and is outside of this OAA, to Rural Residential and encourages t~ County to revise its
Comprehensive Plan and Zoning Ordinance promptly in 2005 to reflect this change.LEor properties located
outside this OAA which become adjacent to the City's boundary by vlctueof annexation, the Township
Board will support any annexation petition by the property owneD
11.1 Veraus A venue. The City agrees it will not initiate an annexation of property that lies south of TH 13
and east of Vergus Avenue,
12. Sprinq Lake Township Parks. As part of this OAA, .the City agrees to develop the parks located on
Raymond Avenue and South Shore Drive at its cost. Each park shall contain a play structure and a picnic
shelter. The City shall include these park improvements in its Capital Improvement Program. The park
improvements, weather permitting, will be completed by December 31, 2009. Upon notice from the City that
the City Council has approved plans and specifications and authorized advertisement for bids, the
Township will transfer to the City title to the property at no cost to the City for the property acquisition. In
order to comply with the public purpose document, before the City lets a contract for the construction of the
park, the City must hold title to the property. The City will assume all costs associated with transferring title.
13. Termination. This OAp, terminates on December 31, 202~.
D-.rH\ 7 .....+ fl
14. Severabilitv. The provisions of this Orderly Annexation Agreement are severable. If any provision herein
is, for any reason. held by a court of competent jurisdiction to be invalid, contrary to law, or unenforceable,
such decision shall not affect the remaming provisions of this Orderiy Annexation Agreement.
15. Amendments Any amendment to this Joint Resolution shall be adopted pursuant to the process and laws
governing and applied to the adoption of this Joint Resolution. This Joint Resolution may not be unilaterally
amended by action of the governing body of either the Township or the City. Amendment of this Joint
Resolution will require an approval of each governing body.
16. HeadinQs. Headings are included solely for the purpose of reference, The language in a heading shall not
be interpreted as a substantive provision of this OAA.
Adopted by the City Council of the City of Prior Lake, Scott County, Minnesota this 21s1 day of July, 2003.
YES NO
HauQen X HauQen
Blomberg X Blomberq
LeMair X LeMair
Petersen X Petersen
Zieska X Zieska
ruM-
Frank Boyles, City Manager
~~3~~ by the Board of Supervisors of Spring Lake Township, Scott County, Minnesota this
<., t ,2003.
. MOTION BY: ~,. f /' 5 0 n SECOND BY: f~-f (7' n S
I ' I J-i.-
_ ~ day of
YES NO
Berens X
Henschel ~.
Pierson X
This instrument was drafted by:
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372
Page 8 of 9
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EXHIBITS
Exhibit 1 - Orderly Annexation Agreement dated November 20, 1972 by and between Spring Lake Township
and the City of Prior Lake.
Exhibit 2 - Map of land areas to be annexed to the City of Prior Lake and the dates of annexation pursuant to
this agreement.
Exhibit 3 - Legal description of each of the lands to be annexed by the City of Prior Lake pursuant to this
agreement.
Exhibit 4. Construction and Maintenance Agreement dated March 15, 1999 by and between the City of Prior
Lake and Spring Lake Township for sewer and water improvements.
PagE 9 of 9
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~~e ~~e~ ~o oe .~ne;ed =on~~:~eci of 3~ of ~he To~.~.~~18
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~o~l ~~~e:~eG val~~~cn ~nd S :on~~e ~e~e ~~~~:~:~ ~n
the ye~~ at the ~te e~ t~e .~_.~t~cn, ~~e ~o~t o~
p~:pe~~l t~ ~eYe~~e !c~.~ec tc t~e V~l~~~e ~~~~ ce
:;~ t::'me:: S/:.:z o~ 2~ c[ SF="~:l.g :"ke'~ ':.0-:...1 :-u'::' e::-:.....e
.. -
w_
:-eTenue:!or ..~e yea~ ci~-~~g ~hi~~ the .:~~t~or. t~ke:
?li.c= .
The To...-n a.~eu to !'o....a~ t:,e :.~d: c:.6ted UO\mt c~
.. -
........
~evenue due to the V~11a&e ~~t~~r. 15 ~:: e! t~e a~'e:at~cn
c~er. ~e 7o...-n ~o~d t~en :-e~~:' all ~ig;t: to receive
the:e ~~ fund: .: they become ~yable frem the'c=unty
trea.:u.-er, thereby :-e~bu::~r.g it:el! fer Lny paymen..:
t.o t..'1e villa ge .
'b, Per Ca':li~ Aid:
The M~~ic~~l Co~::ion ~ill ciete~ne t~e :-&t~o or t.he
populat~on a~e:ed to t~e total po?~a:~on of ~he 7o"n
on ~~e date cf it: or:e~. r~~: ~:io ~ill ce !~her
modified 'by the pro?o~ion of ~he ye~- :-e~~~ir~ ~ ~hich
~he .r_~e~:ion take: place (a: ~la~ned a~oYe ~i~h rega~
:0 Pnpe..-:y rue:).
~
The Ccu.~:y kuci~te:- ~ill apply ~r~: moei~::'ed ~~:~o :0 all
qua~e:-ly cr ether ~~b:equen~ ?Gyment: of :ta:e per c~p::'~a
aid: to the ~o~ and d~~cie the ~ymen~ ac;=r~L~ly.
Per ca?i~ kid: :-~ceived by the tcwn L, the yea: of Ln.~e;aticn,
?~_or to ~he ~te o~ a~~e:ation. ~ould 'be ~a:-:d by :he ~e
mod~:led :-at~o a: ~lai~ed aoove.
..6;
Ur~e:: ~~C ~~~~: ~~e 8nti~2em8n~ of the town ~o !ede~al
I .J~
~eYenue ~r~ri~ ~~~: i: aciju:~ed ~-~uan: :0 federal r:&~atiQn=
~ela:::'~ ~~ ooundary ~~ar.ge: (31 elF. Sec. 51.23); ~~e :Q~
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t:~ft.~: ;~e V~~~.6e pC~~O~ ~~~h~~ l5 ~~= C: ~eCe~?t C~ ~~e
~:lcis.
c. D~c::..ec: ?cac or ?..:-I:: 7l;...,e~
:! .:y .~~e~~~o~~ ~~vc:ve lec.~~c~= ~h~c~ e~~ail ~ee~c&~ed
read c:- ?:-k tunes. ~:liese !'un::'.: ...nd to:.e:.: ..~.:..:.s';:-& ::.or. ....:..11
be :~-~ed ove~ ~~ ~~e V~1:~6e "~~~~~ 15 ~aj~ ~~er ~~e ~~e
of ~~e a~~e~~ior. o:-~e~.
~ !I any .~ie~A:~oh5 ~~vclye loeA~~o~s ~h~~~ 6n;.~1 .c:o~~;~
receivable ~c be c:~lee:ed i~ ~~e !~~.~e a: s~e~~l ~aQ
.ssess~en~s, suc:~ ~~e: ~~ll be iO.~c--:ed by the V~ll.,= .~o
the To'toT..
d. '!'o....r. Ce!ie:-~l ?'un': ..ne: Ot.~e!" l. :!se't:
Tne v~l~ge .6~e~: no~ to apply !c~ ~~y division ef t~e
1e~~'s ~ne~al i~~c: o~ o~~e~ .sse~s.
14. Ur~es: ~~d ~~t~l . !~~er c~e~ly .~~~~icn a~ee:en~ i~ nego~~.~ec;
~he Village a~ees net ~o attem?~ ~ny ~~~e~ .r~e~~ions w~t.~in
.... ,-t
S?~ing ~ke Township !or a pe~~od o! 15 yea~: !~~m ~:'e d.~e c~ ~he
ag~!eI:len-:' ~iless ':.he~e is i u:.a.r.:.mo\:.s pe~i -;ion c! "':.~e l..noo....r.e:-s
i:wel vec,
15. E.o.o;.h ;:a~:..e s ~~ee ':.0 c.~=--:':':'s t.~e ?en::....~g a=e..::.a~:on pe-;:.:::..cn
. (M:'=--~esc':.. M1:.:".;.=:.~l CQ~SS~O~ rile No. A.-~l~S).
- - - - . - - - - -
'1'OWN.S:.I? OF S:?F.!NC U~:::
?assed and ado?':.ed by "':.he TO"T.s~hi?
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