PL 04/07/1999 - 7043�
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CITY OF FRIDLEY
AGENDA
PLANNING COMMISSION MEETING WEDNESDAY, APRIL 7, 1999, 7:30 P.M.
LOCATION: CITY COUNCIL CHAMBERS
FRIDLEY MUNICIPAL CENTER, 6431 UNIVERSITY AVENUE N.E.
CALL TO ORDER:
ROLL CALL:
APPROVE PLANNING COMMISSION MTG. MINUTES: MARCH 17, 1999
PUBLIC HEARING:
A Vacation, SAV #99-02, by David Pearson, to vacate a 5 foot utility easement, and
then grant a 10 foot utility easement on Lot 2, Block 2, Brookview 2"d Addition,
generally located at 1015 Mississippi Street.
�? - PUBLIC HEARING:
S-2 Redevelopment District Project Plan Approval, MPA #99-01, by Medtronic Inc.,
" to consider project/master plan approval for a corporate office campus up to
1,600,000 square feet in size, generally located at Lake Pointe Drive and
Bridgewater Drive.
3. PUBLIC HEARING:
A Plat, PS #99-01, by Medtronic Inc., to create Fridley Executive Center 2"d Addition.
The plat creates two lots, one of which is for development of 448,000 square feet of
corporate office space and supporting facilities. The remaining lot is to be legally
described as Fridley Executive Center Outlot A and is not proposed for development
at this time, generally located at Lake Pointe Drive and Bridgewater Drive.
4. PUBLIC HEARING:
A Vacation, SAV #99-01, by Medtronic Inc., for consideration of a Vacation of a
Street to vacate a portion of Carrie Lane, Jackson Street, and Quincy Street which
abut 5665, 5664, 5674, and 5675 Jackson Street, and 5665 Quincy Street in order to
reconstruct Bridgewater Drive, generally located at Carrie Lane.
5. PUBLIC HEARING:
A Zoning Text Amendment, ZOA #99-01, by Medtronic Inc., to amend section
205.24.06 and other appropriate sections of the City's zoning code to create
'-` requirements for parking space sizes and aisle widths for parking ramp structures
-- associated with redevelopment and other projects, generally located at Lake Pointe
Drive and Bridgewater Drive.
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� City of Fridley Land Use Application
SAV-99-02 April 7, 1999
GENERAL INFORMATION SPECIAL INFORMATION
Applicant:
David Allen Pearson
11960 London St.
Blaine, MN 55449
Requested Action:
Vacation of Utility Easement
Purpose:
To vacate a 5' utility easement, and then
grant a 12' utility easement.
Existing Zoning:
R-1 Single Family Residential
Location:
1015 Mississippi
Size:
26,763 square feet .61 acres
Existing Land Use:
� Vacant.
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Surrounding Land Use & Zoning:
N: Single Family & R-1
E: Single Family & R-1
S: Single Family & R-1
W: Single Family & R-1
Comprehensive
Plan Conformance:
Consistent with Plan
Zoning
Ordinance Conformance:
Section 211.07.21 requires a utility
easement of 12' along rear property lines
where an alley is not present.
Zoning History:
Home was built in 1951.
• HRA purchased site - Spring 1998.
• Home was removed - July 1998.
Legal Description of Property:
Lot 2, Block 2, Brookview 2nd Addition
Public
Water and sewer are available
neaz the site.
Transportation:
Mississippi Street provides vehicle
access to the site.
Physical Characteristics:
Area is currently grass and trees.
SUMMARY OF PROJECT
Mr. Pearson is requesting that the City vacate
the 5' utility easement along the rear property
line of 1015 Mississippi and grant a 12' utility
easement. The purpose of this easement is to
provide utilities to a recently created lot at 6526
Brookview.
SUMMARY OF ANALYSIS
City Staff recommends approval of this utility
easement vacation and re-dedication.
A 12' easement is needed to provide utilities to
the neighboring property. The lot split at 1027
Mississippi, which created 6526 Brookview,
was approved by the City Council on November
9, 1998. The property owner to the North of the
new lot will not grant an easement for utilities,
thus creating the need to run utilities across the
City owned lot at 1015 Mississippi.
CITY COUNCIL ACTION
Apri126, 1999
60 DAY DATE
May 3, 1999
Staff Report Prepared by: Paul Bolin
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^ Fridley Housing and Redevelopment Authority
MEMORANDUM
DATE: April 1, 1999
TO: Scott Hickok, Planning Coordinator
Paul Bolin, Planning Assistant
FROM: Grant Fernelius, HR.A Housing Coordinator �
SUBJECT: Clarification on Easement for 1015 Mississippi St.
This is to acknowledge that the correct width for the utility easement along the north lot
line should be 12'. The 10' width previously identified was an error. The HRA's intent
was to grant the petitioner the minimum width required to install utilities for their lot to
the east. The modification does not adversely impact our ability to re-use or market the
site.
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- Please let me know if you need anything further.
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MEMORANDUM
DEVELOPMENT DIRECTOR
DATE: April 2, 1999
TO: Planning Commission
FROM: Barbara Dacy; Community Development Director, Scott Hickok; Planning
Coordinator, and Paul Bolin; Planning Assistant
SUBJECT: Medtronic Land Use Applications
We are very pleased to present five staff reports for land use applications pertaining to
the Medtronic Inc., World Headquarters project. Although the material you have before
you is substantial, it represents the culmination of a significant amount of work since
June 1998.
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Medtronic hopes to start construction on the first phase of the campus beginning in May.
The final AUAR and Mitigation Plan (the environmental review) will be approved by the
City Council at its April 12, 1999. No negative comments have been received. All of the
issues identified in the AUAR have been thoroughly analyzed and addressed. Summary
copies of the comments and the responses are enclosed for the Commission's review.
I have arranged to retain Kathryn Smith, the intern for the Springbrook Nature Center
project, to conduct water quality tests on Moore Lake, as requested by the Planning
Commission.
I have also included the informational memo which was discussed at the Housing and
Redevelopment Authority meeting on April 1, 1999, summarizing the City's current
legislative effort to secure funding for additional lane construction on Highway 65. The
memo also describes Medtronic's legislative effort to extend the TIF district to the year
2025.
The supplemental material on the AUAR and the memo to the HRA is merely for your
information and does not require action. As typically done, each staff report contains a
.recommendation and suggested stipulations.
If any of you have any questions regarding any part of the project, do not hesitate to
contact myself, Scott, or Paul.
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M-99-85
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_ City of Fridley Land Use Application
MPA #99-01 April 7, 1999
GENERAL INFORMATION SPECIAL INFORMATION
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Applicant:
Jim Driessen
Medtronic, Inc.
3850 Victoria Street N.
Shoreview, MN 55126
Requested Action:
Master P1anlProject Plan Approval
Purpose:
To permit corporate office campus in the
S-2 Zoning District.
Existing Zoning:
S-2 (Redevelopment District)
Location:
Lake Pointe Drive & Bridgewater Drive
Size:
1,935,760 square feet 44.439 acres
Existing Land Use:
Vacant.
Surrounding Land Use & Zoning:
N: Single Family & R-1
E: HWY 65
S: I - 694
W: Multi-Family & R-3
Comprehensive
Plan Conformance:
Consistent with Plan
Zoning
Ordinance Conformance:
Section 205.24 requires Planning
Commission and City Council review of
the Master Plan/Project Plan in the S-2
District.
Zoning History:
• Land had originally been used as a
farm.
• Drive Inn theatre for twenty yeazs.
• HRA installed streets and untines in
1987.
• HRA purchased site in 1992.
Legal Description of Property:
Fridley Executive Center Outlot A&
Outlot B.
Public Utilities:
Water and sewer are available
near the site.
Transportation:
Pazkway to be constructed will provide
vehicle access to the site.
Physical Characteristics:
Area is currently grass and planted trees
maintained by the City.
SUMMARY OF PROJECT
Medtronic, Inc. is preparing a 1 million to 1.6
million square foot corporate office campus.
SUMMARY OF ANALYSIS
City Staff recommends approval of the Master
Plan request subject to several stipulations.
City Staff recommends approval of the Master
Plan request.
The prepared Master Plan captures the original
vision for the site and is consistent with the
City's redevelopment objectives. Several
stipulations are recommended regazding a
variety of aspects of the development.
CITY COUNCIL ACTION
Apri126, 1999
60 DAY DATE
May 3, 1999
Staff Report Prepared by: Barbara Dacy
� The heating and cooling functions of the buildings will be combined into one "central
plant" facility which will be located just west of the parking structure. The stormwater
ponds are proposed on the east side of the site near Highway 65.
The entrance to the development is a very important facet of the Master Plan. The plan
proposes a separate access drive from Lake Pointe Drive across two ponds that will act as
an amenity and as a means for stormwater treatment. The Reseazch Center and
Education Center will flank the access drive prior to entering a visitor parking court
which will not only have some amount of visitor parking but will also have an entrance to
the underground parking areas.
Because of the size of the buildings proposed, adequate distances between buildings must
be created to comply with appropriate sections of the building and fire code. A fire
protection lane is also proposed to provide access for emergency vehicles.
The existing streets will be removed and Bridgewater Drive (the current street name for
the roadway on the north side of the site) will be reconstructed as a parkway, with a
center median and one lane of traffic on either side. The existing road pattern was
designed for a typical suburban office park and was created on the basis of creating a
separate area for multi-story office buildings and a separate commercial area near
Highway 65. It is proposed that the reverse curve that currently exists (where Lake
Pointe Drive and Bridgewater Drive intersect) be removed and Bridgewater Drive be
� reconstructed in a straighter alignment. The proposed alignment provides a safe, more
direct access to the development, and it also reduces the amount of space in the site
occupied by public streets. The parkway concept not only creates a stately campus feel,
but will also create the impression of a low speed roadway.
In order to realign the roadway, six single-family homes must be removed as well as the
existing stormwater pond and a portion of Carrie Lane. Seven homeowners were
approached for acquisition but one of them decided not to sell (see Vacation Request
report).
EXISTING ZONING PATTERN
A majority of the site is zoned S-2 Redevelopment District. R-1, Single Family
Residential zoning exists along the north 126 feet of the development. The realignment
of Bridgewater Drive will occur in existing R-1 areas, but rezoning is not required for a
public right of way.
NEIGHBORHOOD MEETINGS
A neighborhood meeting was conducted on February 4, 1999, to discuss the project and
to review the process. Another meeting was held with the neighbors on the north side of
the site on March 3, 1999, to discuss the issues pertaining to the removal of Carrie Lane.
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� directions. Key intersections that were analyzed included TH 65 and Lake Pointe Drive,
� TH 47 and 57`h Avenue, and the local streets on the west side of the campus including 7�'
Street and 57`h Avenue. A one percent yearly growth rate was also assumed for
background traffic. Peak hour capacity of each intersection was analyzed for the year
2010.
Assuming full build out of 1,600,000 square feet, the TH 65 and Lake Pointe Drive
intersection will drop to a level of service F in the year 2010, and the TH 47 and 57th
Avenue intersection will drop to a level of service E. The 7`h Street and 57`� Avenue
intersection would drop from a level service A to a level of service C in the p.m. peak
hour. The new intersection of Bridgewater Drive with 7`h Street would have a level of
service A in the year 2010.
It is important to note; however, that in the case of the TH 65 and Lake Pointe Drive
intersection and the TH 47 and 57`h Avenue intersections, the p.m. peak hour levels of
service fall to a level of service E and D respectively in the year 2010, if the proposed
development did not occur. The primary reason for the drop in the level of service under
the no-build condition is the amount of through volume going northbound on TH 65 and
TH 47 during the p.m. peak hour.
The following improvements were identified to be completed by the year 2010 to
improve operations:
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• Stripping an exclusive right turn lane for the west approach of 57`h Avenue to 7`n
Street to facilitate traffic going to the site from TH 47.
• Stripping an exclusive left turn lane for northbound 7`h Street to west bound 57`h
Avenue traffic. This lane would allow the northbound 7`h Street traffic to clear faster
increasing the available gaps for east bound 57`h Avenue through and north bound
turning traffic movements.
• Construction of a free right turn lane on the east approach of 57`h Avenue intersection
with TH 47 to facilitate west bound 57`h to northbound TH 47 traffic movement.
In addition to these improvements, the City is reviewing the potential to add a third
northbound and southbound through lane on TH 65 from I-694 to 100 feet north of 63`�
Avenue. If this improvement were completed, it would improve the level of service at
the TH 65/Lake Pointe intersection to a level of service C in the afternoon peak hour in
2010, as compared to the level of service F. Soil borings have been completed along the
embankment on TH 65 and are currently being evaluated to determine if a sheet pile wall
construction could be completed to add the lanes in each direction. This option would
minimize the impact to Moore Lake.
The new intersection at 7th Street with Bridgewater Drive at the northwest corner of the
^ site is 350 feet from the 7�' Street and 57`h Avenue intersection. The traffic analysis
evaluated the average queue length for northbound vehicles on 7`h Street at 57th Avenue.
,i-� help reduce to a certain extent the amount of the noise from I-694 for certain areas to the
north.
The central plant facility will contain cooling equipment for the buildings on site. The
central plant will operate 24 hours per day. Chilled water will be produced using chillers,
and cooling towers will operate when the outside temperature is about 55 degrees
Fahrenheit (from early April to late September). Phase one construction will include two
chillers and two cooling towers and four chillers and towers at full development. A noise
analysis for the central plant was performed based on its 126-foot setback from the north
property line of the site assuming a specific type of cooling tower equipment. The
equipment utilizes centrifugal fans in a forced air arrangement rather than propeller fans.
The petitioner is also proposing a sound wall to mitigate the noise from the cooling
tower. With the screen wall in place, the noise from the facility will comply with NII'CA
standards. Specific stipulations, however, are proposed to require Medtronic to install
equipment with centrifugal fans, a structural screen, and to consent to monitoring of the
noise from the Central plant in the future, if determined by the City.
COMPATIBILITY WITH NEIGHBORHOOD
The petitioner's preliminary plat indicated a 110-foot right-of-way for the parkway for
Bridgewater Drive. This right-of-way extended from the north lot line south 110 feet. It
is recommended that the right-of-way be reduced to 66 feet on the west half of the site
^ and 90 feet on the east half of the site and a separate outlot created to maintain the
existing vegetation that currently exists along the north property line. The petitioner is
also proposing to add additional vegetation in this area. It is prudent to preserve this area
as an outlot, as opposed to a public right-of-way, which would give any public utility or
agency the ability to remove the vegetation. This outlot should be owned and maintained
by Medtronic.
The height of the ramps was a concern identified by the neighborhood to the north.
Medtronic has determined that they can install two of the six levels of the ramp below
grade. Installing part of the parking structure below grade minimizes the overall height
of the structure. It is estimated that the parking structure will extend about 40 feet above
the newly established grade elevation.
As more fully described in the vacation request staff report, the neighborhood to the north
is concerned about the visual impact from the site, as a result of removing homes near
Carrie Lane.
BIKEWAY/WALKWAY
A bikeway/walkway is proposed on the north side of the new parkway. A connection
will also be provided to the neighborhood to the north, via a connection on the west side
of Quincy Street and then another connection on the east side of Jackson. An easement
may be required if the bikeway/walkway along Bridgewater Parkway cannot be located
� within the right-of-way.
n recommended that a comprehensive sign plan be reviewed and approved by the City
Council prior to issuance of the first building permit.
ARCHITECTURAL EXTERIOR
Final elevations of each of the building are currently being prepared; however, the
general appearance of the buildings is depicted on the plan sheets identified as A-100
Building Elevations. According to information from the petitioner's architect, the
exterior of the buildings will be predominately masonry, either a warm tone brick or cut
stone in the gold or light gray range, with large areas of glass. Roofing materials
currently under evaluation are standing seam metal or faux slate. All of the mechanical
equipment is proposed to be contained within penthouses. Rooftop screening will also be
provided at the top of the central plant facility.
A final determination has not been made on the exterior materials of the parking ramp
structures. A stipulation is proposed requiring that no less than 50% of the exterior of the
ramp match the materials used on the remaining buildings. All building construction will
have to meet the appropriate building and fire codes as adopted in the City's code.
LIGHTING
The petitioner is proposing installation of 20-foot tall light standards in the center median
^ of Bridgewater Drive. The light standards are spaced at approximately 100 to 120 feet
apart and are designed such that there would be fixtures facing both lanes of traffic. The
wattage of the bulb in these fixtures is approximately 175 watts. A picture of the
proposed light standard is attached to the packet. A 30-foot tall standard is proposed on
the top level of the parking structure. A similar comparison for this structure would be
the lights at the municipal center ramp.
A final lighting plan for the street and parking structure lights should be submitted, but
the plan should also include any other lights that are proposed interior or around the
campus development.
LANDSCAPING
The petitioner's planting plan exceeds the landscaping requirements of the City's code.
Approximately 618 trees are proposed (461 are required) and 91 shrubs. Evergreen trees
are proposed at 8 feet in height, two feet about the city's requirements. The deciduous
trees also meet and exceed the minimum caliper dimension of 2.5".
It is suggested that 10 foot evergreens be planted along the north wall of the parking
structure (in addition to the Linden trees) to help minimize the impact of the structure.
The parkway is proposed to be lined with Linden trees and a variety of crabapple trees
will be in the median. Austrian Pine trees, 8 feet in height are proposed along the north
^ lot line of the development just west of Quincy Street, and additional similar vegetation is
proposed near Jackson Street. If the Quincy Street and Jackson Streets are connected, a
,�-� of the petitioner's business or typical office business uses, including the
following:
a. Light manufacturing or assembly of any products the
petitioner sells from time to time, including clean room
manufacturing;
b. Research and development activities;
c. Some warehousing activities (needed for product assembly).
d. Conference and training facilities;
e. Office activities and reasonably related uses including uses
reasonably incident to a primary or secondary headquarters
facility for a manufacturing company, including day care,
food service and other sundry retail uses.
4. Detailed architectural plans of each building shall be approved by the
city prior to issuance of a building permit. The type of materials used
on the exterior walls shall be approved by the City. The exterior of the
^ parking structure shall be constructed with materials consistent with the
materials of the office buildings. No less than 50% of the parking
materials shall be covered with the same masonry materials used on the
adjacent buildings (i.e. brick, stone etc.)
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5. A comprehensive signage plan shall be reviewed and approved by the
City council prior to issuance of the first building permit. At minimum,
the signage plan shall address the following:
a. Wall signs shall meet the wall sign requirements of the sign
code.
b. No free standing pylon signs are permitted.
c. Height width, illumination and type of all signs shall be clearly
identified.
d. All monument or free-standing signs shall be set back 10 feet
from property lines.
e. The petitioner shall receive a sign permit prior to installation of
each sign.
6. The petitioner shall submit a Transportation Demand Management Plan
� d. Consent to noise monitoring of constructed cooling towers as
deemed necessary by the City and reimburse the City for noise
monitoring costs.
e. Agree to modify cooling tower equipment or construct
additional screening if noise monitoring documents that actual
sound levels generated by the central plant exceed state noise
standards.
14. A detailed lighting plan for the development, including the street and
parking structure lights, shall be submitted prior to issuance of the first
building permit. The height of the light standards on Bridgewater
Drive shall not exceed twenty feet, and the height of the standards on
the top level of the parking structure shall not exceed thirty feet.
15. The petitioner shall comply with the requirements of the Housing and
Redevelopment Authority's Redevelopment Contract.
16. Multi-level parking structures shall be constructed with each phase of
the development. The ramp for Phase I shall be constructed with two
levels below grade.
� 17. The following circumstances shall be deemed as a"substantial change"
and require additional review by the Planning Commission with final
approval by the City Council:
a. Increase in building square footage beyond 1,600,000 squaze
feet;
b. Increase in building height beyond 10 stories;
c. Increase in parking structure height above the parking structure
in Phase I;
d. Changes in building usage other than permitted in Master Plan
and the HRA's Redevelopment Contract;
e. Any change which does not meet the City and HRA approved
conditions and stipularions pertaining to the development.
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Architecture � Engineering � Planning
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March 12, 1999
Ms. Barbara Dacy, AICP
Communiry Development Director
City of Fridley
Fridley Municipal C.enter
6431 University Avenue Northeast
Fridley, Minnesota 55432
Re: Medtronic, Inc.
HG�1 Commission Number 1941-009-00
Dear Barbara:
WRI'TER'S DIRECT DL1I. (G12) 337-4380
In response to your letter of Februaty 22, 1999, regarding Medtronic, Inc.'s application for land use in the
City of Fridley, the following information is provided along with the attached drawings.
Plannin�Issues:
1. See attached architectural narrative.
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2. Zoning test amendment application was submitted on 2-23-99.
3. Drawing of north elevation added to preliminary plans.
4. See attached drawing of proposed light standard. Proposed locations for 20-foot high light poles are
shown on the preliminary Phase I- Utility Plan.
5. "1'he same light standard with a 30-foot pole height is proposed for the parking structure
6. A detailed Signage Plan will be included with the drawings submitted for building pernuts. Signs
anticipated at this time, other than uaffic contxol signs, include monument signs at the campus entry,
and a few directional signs for visitors and service vehicles near these entries. The directional signs urill
be post mounted with a maximum panel size of 36" x 30".
7. See attached architectural narrative.
8. See attached mechanical narrative.
9. See attached architectural narrative.
10. A pedestrian access from Jackson Street to Bridgewater Parkway has been added to the site plan. A
pedestrian access will be added from Quinry Street to Bridgewater Parkway if thexe is no roadway
connection between Jackson Street and Quinry Street.
,^ 11. Drawing of cross secuon added to preliminaty plans.
( �
Hammet, Green and Abrahamson, Inc. 1201 Harmon Place • Minneapolis, Minnesota USA 55403-1985
Telephone 612.337.4100 Facsimile 612.332.9013
Visit our Website: www.hga.com
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Ms. Bazbara Dary, AICP
March 12, 1999
Page 3
25. Construcdon documents will stipulate that a hard surfaced access must be maintained to the site at all
times during construction.
26. Parking will be restricted on all roads less than 20 —feet in width.
Engineering Issues:
27. Bridgewater Parkway will be estended to 7� Street during Phase I. Utiliry revisions are shown on the
revised preliminary plans. A revised roadway profile will be reviewed with engineering department staff
prior to submitting final drawings for building permits.
28. The watermain connection was revised as requested.
The design of the Medtronic Lake Pointe Campus incorporates many variables and is proceeding quickly.
HGA is working to provide the best available information, so the planning review can be completed. Some
of the items identified in your February 22, 1999, letter will not be completely resolved until the drawings
are submitted for building permits. Please contact me if you need additional infoxmation to complete the
planning review.
Sincerely,
HANIIvfEL, GREEN AND r1BR�H:-1I�ISON, INC.
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; C�l�c�� ��'� c�i��.
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Kenneth W. Horns, P.E.
Director of Civil Engineering
Enclosure
cc: Jim Driessen, Medtronic, Inc.
Becky Greco, HGA
Linda Morrissey, HGA
s: \ 1900\ 1941 \ 009\ as \ kwh04s. doc
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Page 2
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equipment area behind a screen wall, giving the impression of two floors above grade.
Overall height will be approximately 40 feet. The iinal building on the campus will be a six-
level parking structure, with two levels below grade. Overall height above grade will be
approximately 40 feet. Access to the parking ramp is available along two entrance points off
of Bridgewater Drive, and via an underground connection from the main drop-off area on the
east end of the site, in front of the corporate headquarters building.
9. The exterior of the buildings will be predominantly masonry — either a warm-tone brick or
cut stone in the gold or light gray range, with large areas of glass. Architectural details and
building massing will be traditional in style. The extent of each material is cunently being
studied. Some accent areas may contain metal panel trim to match the aluminum window
framing system. Roofing materials being considered are standing seam metal or faux slate.
All primary mechanical equipment will be contained within penthouses, so rooftop screening
will be limited to the central plant cooling tower area. This screening will closely reflect the
materials of the plant itself, and will appear as an additional floor of the building. At this
time, there are no anticipated rooftop areas intended for employee use.
20. Travel distances for below-grade tunnels will be in compliance with the applicable building
and life safety codes.
23. All buildings on campus will be of fire-resistive construction. A more thorough analysis of
occupancy classifications, height and building areas will need to be conducted to ascertain
� the specific construction classification, although it is likely that all buildings will be Type II,
at a minimum.
24. The parking structure will be separated from adjacent buildings on the east and west sides by
a minimum of 40 feet. There are no buildings near the north side. The ramp is contiguous to
the campus commons building along the south edge, but will be separated by an area
separation wall. The above-grade portion of the ramp will be constructed as an Open Parking
Garage, under the Group S, Division 4 occupancy classification in the UBC.
s:\ 1900\ 1941 \009\asUs m0�ts.doc
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� Central Heatin�Svstem
The heating system will utilize low pressure steam boilers. The central plant will house three 600
HP and one 200 HP steam boilers. Three boilers will be used to meet the heating loads with one
boiler as reserve. The boilers will be forced draft type burning both natural gas and No. 2 fuel. Each
boiler will have an associated electric boiler feed pump.
Additional Comments
Each of the buildings on the campus will have a mechanical penthouse located on the top of each
building. Air handling systems including the supply and return fans will be located in the these
penthouses. Louvers in the penthouse walls will be used for outside air and relief air paths to and
from the buildings.
s:\1900\1941\009�asMech cp narrative - city.doc
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City of Fridley Land Use Application
PS-99-01 April 7, 1999
GENERAL INFORMATION SPECIAL INFORMATION
Applicant:
Jim Driessen
Medtronic, Inc.
3850 Victoria Street N.
Shoreview, MN 55126
Requested Action:
Plat to define Phase I development area
for Medtronic World Headquarters,
Master Plan
Purpose:
To identify and permit Phase I, Master
Plan for Medtronic's corporate office
campus
Existing Zoning:
S-2 (Redevelopment District) and
R-1, Single Family Residential
Location:
Lake Pointe Drive & Bridgewater Drive
Size:
1,935,760 s. f. 44.439 acres
Outlot A = 647,367 s.f.
Outlot B = 37,084 s.f.
Lot 1 = 951,501 s.f.
Bridgewater Parkway = 299,808 s.f.
Existing Land Use:
Vacant.
Surrounding Land Use & Zoning:
N: Single Family & R-1
E: HWY 65
S: I - 694
W: Multi-Family & R-3
Comprehensive
Plan Conformance:
Consistent with Plan
Zoning
Ordinance Conformance: .
Sections 205.24 requires Planning
� Commission and City Council review of
the Master Plan /project plan in the S-2
zoning district. Also consistent with
Code Section 21 l. 04, which requires a
plat for the subdivision of land.
Zoning History:
• Land originally used as a farm land.
• Drive in theater for 20 years
� HR.A installed lights/utilities in 1987
• HRA purchased site in 1992
Legal Description of Property:
Fridley Executive Center Outlot A&
Outlot B(See attached documents for
legal description of Carrie Lane r.o.w.)
Public Utilities:
Water and sewer are available
near the site.
Transportation:
Parkway to be constructed will provide
vehicle access to the site.
Physical Characteristics:
Area is currently a neighborhood with a
development site to the south consisting
of streets, utilities, grass, and planted
trees maintained by the City.
SUMMARY OF PROJECT
Medtronic, Inc. is requesting a plat to allow
construction of Phase I of the development of
Medtronic's World Headquarters.
SUMMARY OF ANALYSIS
City Staff recommends approval of Plat request
PS #99-01 with stipulations (see body of report)
CITY COUNCIL ACTION
Apri126, 1999
60 DAY DATE
May 3, 1999
StaffReport Prepared by: Scott Hickok
�` Medtronic Plat Request
April 1, 1999
PAGE 2
Lake Pointe Drive is a municipal state aid street. The proposed parkway should�
be reconstructed as a municipal state aid street and should extend from 7"' Street
to Highway 65.
ti iti
The utilities plan shows utilities outside of the public right-of-ways are private. In
this case, all utilities outside of Bridgewater Parkway and 7�' Street are to be
private, and the maintenance of those utilities is a Medtronic responsibility.
The HRA has an imgation system that is currently in place throughout the entire
development. That irrigation system has enabled the City to maintain a park-like
site appearance. With the grading, road changes, and new building footprints, the
irrigation system will be disassembled. In order to assure that the undeveloped
portion of the site maintains its appearance, Medtronic must make the necessary
repairs to continued viability of the irrigation system in the undeveloped areas.
Storm Water
� Calculations, pond configurations, etc., have been analyzed by the City
Engineering staff. Engineering has asked that storm water pond agreements be
submitted and approved by the City to assure proper storm pond maintenance and
to clarify responsibilities. The east half of the development is in the Rice Creek
Watershed District. The engineering staff has asked for copies of all documents,
calculations, etc. to assure the City file is complete and that they have a clear
understanding of the requirements. .
Bikewav/Walkway
Bikeways and walkways play an important role in connecting neighborhoods,
allowing alternative modes of transportation to and from the workplace and
providing an opportunity for employees to exercise during their breaks. Medtronic
has done a nice job of integrating bikeways and walkways into their plan. It is
important that the existing opportunity for pedestrians to get from 7�' Street to
Highway 65 continues to remain. A bikeway/walkway along the north side of the
Par{cway will provide that opportunity.
Park Dedication
Code requires that when land is subdivided, a park dedication fee is paid based on
a rate of .023 per square foot of land. The park dedication fee for this
development is $44,522.48. Park dedication fees are due at the time of building
^ permit issuance. The Park and Recreation Advisory Commission will be reviewing
the plan at its April 5, 1999, meeting.
�"�
Medtronic Plat Request
April 1, 1999
PAGE 4
8. The petitioner shall pay park dedication fees in the amount of $44,522.48, prior
to issuance of Phase I building permits.
9. The petitioner shall construct Bridgewater Drive from 7"' Street to Highway 65
as part of Phase I construction according to plans submitted as part of this
application and shall comply with the Municipal State Aid construction
standards.
10.The petitioner shall install an 8 foot bikeway/walkway from 7�' Street to Highway
65 along the north side of Bridgewater Drive. Connections to the neighborhood
to the north shall be made to Quincy Street and from Jackson Street.
11.The petitioner shall recognize and be responsible for providing a separate
easement agreement where bikeway/walkways are not located within the
public right-of-way.
� 12.A pavement stripe or other readily visible means of identification shall be
provided on the surface of Bridgewater Parkway to allow a pedestrian crossing
in a location convenient to the new Quincy/Jackson neighborhood sidewalk.
13.The petitioner shall be responsible for maintaining the ground cover and
landscaping in the median and the boulevards in the parkway as well as
maintaining the landscaped area around Quincy and Jackson Streets.
14.The petitioner shall record an easement /agreement permitting emergency
vehicle access on the site including access to fire hydrants.
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^�
PROPERTY DESCRIPTION �R���� ��G���V ���� I
Part of Parcel 12A S.P. 0207-02 (65=5) 901
and
Port of Porcel 310 S.P. 0285 (694=393) 901
Thot part of Troct A described belaw: �
Troct A. Lot 4, Auditor's Subdivision No. 155;
Tract 8. The south 200 feet of the North Half of the North Half of the Southeast Quarter of Section 23, Township
30 North, Range 24 West, now known as Lot 3, Auditor's Subdivision No. 155, the title thereto being
� registered as evfdenced by Certiffcote of Title No. 36396;
which lies northerly, westerly and southerly of Line 1 described below:
Line 1. Beginning ot the point of intersection of the north and south quarter line of said Section 23, with o line run
porallel with and distant 20 feet south of �ine 2 described below; thence run eosterly to a point on a line
run porallel with and distont 115 feet northerly of Line 3 described below, distont 100 feet eosterly of its
intersection with north and south quarter line, said point hereinaf[er referred to as "Point A"; thence run
northwesterly to o point to o point distant 50 feet east (measured at right angles) of a point on said north
and south quorter Iine, distant 1827.33 feet north of the south quorfer wrner thereof; thence run north
parallel with said north ond south quarter line to an intersection wifh the north line of Tract A hereinbefore
described; thence run west on the north Ifne of said Troct A to the northwest corner of said Tract A and
there terminoting. �
�ine 2. From a point on the west line of said secticn 23, distanf 1551.8 feet north of the
southwest corner thereof, run easterly at an angle of 93 degrees 33 minutes 00 seconds from said west
section tine (measured from north to east) for 173.73 feet; thence deflect to the left at an angle of 3
degrees 17 minute 15 seconds for 7073.99 feet, thence deflect to the left at an angle of 90 degrees 57
minutes 45 seconds for 1052.65 feet; fhence tleflect to the r�ght at angle of 90 degrees 00 m�nutes 00
seconds for 65 feet to the point of beginning of �ine 2 to be described; thence deflect to �the right at
angle of 90 degrees 00 minutes 00 seconds fo� 700 feet; thence deflect to the left on an 8 degree CO
minute GO second curve (deita angle 28 degrees 75 minutes 00 seconds) for 353.13 feet: thence on tongent
to said curve for 63.47 feet; thence deflect to the left on a 10 degree 00 mfnute 00 second cu�ve (delfa
ongle 43 degrees 15 minutes 00 seconds) for 432.5 feet thence on tangent to said curve for 404.12 feet;
thence deflect to the left on a 6 degree 00 minute 00 second curve (delto angle 73 degrees 01 minute 38
seconds) for 217J 2 feet: thence on tangent to soid curve for 400 feet and there terminoting;
Line 3. From o point on the north and south quarter line of said Section 23, distant 1442.83 feet north of the
south quarter corner thereof, run northwesterly at an angle of 96 degrees 45 minutes 15 seconds from said
norih and south quarter line (measured from south to west) For 50J feet: thence deflect to the right at on
angle of 90 degrees 00 minutes 00 seconds for 64 feet to the point of beg�nnfng of Line 3 to be
descnbed; thence deflect to the right at an ongle oF 90 degrees 00 minutes 00 seconds for 1320.45 `eet
and there terminating; together with fhat part of Tracts A and B hereinbefore described which lies
southeasterly of a line run parollei with ond distant 130 feet northwesterly of Line 4 described below and
westerly ond northerly of Line 5 described below:
Line 4. Prom the point of termination of L�ne 3 described above, run northerly at right ongles to soid Line 3 for 12
feet; thence deflect to the right at on angle of 90 degrees 00 minutes 00 seconds for 100 feet; thence
deflect to the ieft on a OS degree 00 minutes 00 second curve (delta angle 35 degrees 58 mfnutes 20
seconds) for 719.44 feet; thence on tanqent to said curve for 365.95 feet to the point of beginning of Line
� 4 to be described; thence deflect to the left on a 72 degree 00 minute 00 seconds curve (delto angle 56
degrees 14 m�nutes 19 seconds) for 468.66 feet and there terminv6ng;
Une 5. Begfnning ot the po�nt of intersection of the north line of Troct B hereinbefore described, w�th o Ilne run
�� parallel with and distant 20 feet easterly of �ine 6 described below; thence run southerly and southwesterly
on said 22 foot parallel line to a point thereon d�rectly opposite (meosured at right angles) of the point of
� te�mination of said Line 6, thence run westerly to a point distant 720 feet northwesterly (measured at right
. � angles) of the point of beginning of Line 4 described above; thence run northwesterly to a point distant 130
feet northwesterly (measured at right angles) of the point of beginning of said Line 4 and there ferminating;
L�ne 6. Beginning at o pofnt on the east and west quarter line of said Sect�on 23, distant 150.3 feet west of the
eost quarter corner thereof; thence run southerty parallel with the east line of said Section 23 for 132$2
feet; thence deflect to the left ot an angle of 14 deqrees 43 minutes 29.3 seconds for 203.64 feei; ihence
deflect to the right at an angie of 78 degrees 45 minutes 34.7 seconds for 200 feet; thence deftect to the
right on a 14 degree 00 minute 00 second curve (delta angle 37 degrees 10 minutes 00 seconds) for
265.48 feet to o point of compound curvoture; thence deflect to the right on o curve having a radius of 50
feet and a delta angle of 51 degrees 00 minutes 00 seconds for 44.51 feet and there terminating;
also together with that part of 7ract B hereinbefore described, which lies northerly o( the last above described strip,
westerly of o tine run parallel with and distant 20 feet easterly of Line 6 described above ond easterly of a line run parallel
with and distant 65 feet westerly of the following described line: Beginning at the point of intersection of the north line of
said Tract 8 with said Line 6; thence run southerly on said Line 6 for 50 feet; thence continue southerly on the last
described course for 100 feet and there terminatfng;
together wRh oll right of access control, being the right of ingress to and egress from thot part of Parcels 12A and 310
herein conveyed to the londs adjacent thereto; except thot the obutting owner shall retain the riqht of access to 7th S[reet
northerly of a point on the north and south quarter line of said Section 23, distant 1727.33 feet north of the south quarter
corner thereof; olso said owner shall retain the right of access along the following described line:
8eginning o[ "Point A" on Line 1 described obove; thence run northwesterly on said L�ne 1 for 60 feet and there
te�minoting; also said owner shall retain the right of access to an outer lane only, northerly of the point of intersection of
a line run parallei with and distont 130 feet northwesterly of Line 4 described above, with a line run porallel with and
distant 100 feet southerly ot the north line of Troct 8 hereinbefore described.
Part of Parcel 72 Rev. S.P. 0207-02 (65=5) 901
Part of Parcei 310C S.P. 0285 (393) 901
That part of Tract A described below: �
Tract A. lot 5, Auditors Subdivision No. 755,
which I�es soufheasterly of a line run parollel with and distant 130 feet northwesterly of L�ne 7 described below and westerly
of a I�ne �un parallel with ond distant 20 feet easterly of �ine 2 described below:
Line 1. From o po�nt on the north and south quarter I�ne of Section 23, Township 30 North, Range 24 West, distont
1507.28 feet north of the south quarter corner thereof, run southeasterly ot an onyle of 83 degrees 14
minutes 45 seconds from sa�d north and south quarter line (meosured trom south to eost) for 1370.9 feet;
thence defleM to the left at an angle of 90 degrees 00 minutes 00 seconds for 72 feet to the point of
beginning of Line i to be described; thence deflect to the right at an angle of 90 degrees 00 minutes 00
seconds for 372.02 feet; thence deflect to the left ot on angle of 35 degrees 58 minutes 20 seconds for
�� � � 737.97 feet; thence deflect to the lek on o 12 degree 00 minute 00 second curve (delta angle 56 degrees
� 14 minutes 19 seconds) for 468.66 feet and there terminoting;
Line 2. Beginning at o potnt on the east and west quarter line of sa(d Section 23, distant 150.3 feet west of the
east quarter corner thereof; thence run southerly parallel with the east line of said Section 23 for 132.82
feet; thence deflect to the left at an angle of 14 deqiees 43 minutes 29.3 seconds for 203.64 feet ihence
deflect to the right at an angle of 78 degrees 45 minutes 34.7 seconds for 220 feet; thence deflect to the
right on o 74 degree 00 minute 00 second curve (delta angle 37 degrees 10 minutes 00 seconds) for
265.48 feet ond there terminating.
Also other parce�s not in question not shown hereon.
0
� City of Fridley Land Use Application
n
SAV-99-01
GENERAL INFORMATION
Applicant:
Jim Driessen
Medtronic, Inc.
3850 Victoria Street N.
Shoreview, MN 55126
Requested Action:
Vacation of Carrie Lane right-of-way
Purpose:
To permit Master Plan approval for
corporate office campus
Existing Zoning:
S-2 (Redevelopment District) and
R-1 Single - Family Residential
Location:
Lake Pointe Drive & Bridgewater Drive
Size:
1,935,760 square feet 44.439 acres
Existing Land Use:
Vacant.
Surrounding Land Use & Zoning:
N: Single Family & R-1
E: HWY 65
S: I - 694
W: Multi-Family & R-3
Comprehensive
Plan Conformance:
Consistent with Plan
Zoning
Ordinance Conformance:
Sections 205.24 requires Planning
Commission and City Council review of
the Master Plan /project plan in the S-2
zoning district.
Zoning History:
• Land originally used as a farm land.
• Drive in theater for 20 years
• HRA installed lights/utilities in 1987
� • HRA purchased site in 1992
April 7, 1999
SPECIAL INFORMATION
Legal Description of Property:
Fridley Executive Center Outlot A&
Outlot B(See attached documents for
legal description of Carrie Lane r.o.w.,
Exhibit A)
Public Utilities:
Water and sewer are available
near the site.
Transportation:
Parkway to be constructed will provide
vehicle access to the site.
Physical Characteristics:
Area is currently a neighborhood with a
development site to the south consisting
of streets, utilities, grass, and planted
trees maintained by the City.
SUMMARY OF PROJECT -
Medtronic, Inc. is requesting a vacation of the
Carrie Lane right-of-way to allow construction
of a realigned Bridgewater Drive.
SUMMARY OF ANALYSIS
City Staff recommends approval of Vacation
request SAV #99-01 with stipulations (see body
of report)
CITY COUNCIL ACTION
Apri126, 1999
60 DAY DATE
May 3, 1999
Staff Report Prepared by: Scott Hickok
,
^ Medtronic Street Vacation
SAV#99-01
PAGE 3
As a result of their acquisition efforts, Medtronic finalized its plans and two street
options. These options were designed leaving the house at 5695 Quincy in place.
Both options were discussed at the March 3, 1999 neighborhood meeting (see
summary of ineeting attached as Exhibit B). These options are:
ti n 1
Street Option 1 redefines Quincy as a dead end street and Jackson Street is
redesigned as a cul-de-sac.
ti n
Street Option 2 is a connected street that mimics the original Carrie Lane street
design, although it is narrower than the existing street width. An 11 foot retaining
wall will be required with this option.
ANALYSIS AND COMPARISON OF OPTIONS
Fire Safety Issues
The City Fire Department must have adequate room to tum a vehicle around. The
� Quincy Street dead end proposal is not preferable.
Snow Plowing
Connecting Quincy with Jackson Street will maint�in the current priority for snow
plowing.
If dead-end streets or cul-de-sacs are constructed, the state aid roadway
designation will be lost, the efficiency of snow removal will be affected, and the
priority snowplowing status would be removed and rerouted (further north in the
neighborhood). Though, Jackson and Quincy would not be plowed as quickly,
snow removal would still occur within 24 hours.
School Buses
The School District would prefer that the two streets are connected but if they are
not, they will continue to serve the residents and students on those streets.
Jackson Street would have a cul-de-sac which would allow the bus to tum around,
and the Quincy Street senrice would likely be to the comer of 57�' and Quincy,
thereby avoiding vehicular (bus) activity on the truncated portion of the street.
Police Service
There will be no change to the provision of police service with either option.
�
� Medtronic Street Vacation
SAV#99-01
PAGE 5
STAFF RECOMMENDATION
Staff recommends approval of street vacation SAV #99-01, to allow vacation of the
existing Carrie Lane right-of -way. Subject to the following stipulations.
1. The petitioner shall reconstruct Carrie Lane as depicted in Option 2.
2. The petitioner shall dedicate right-of way for reconstructed Carrie Lane as
shown in the preliminary plat submittal.
3. The petitioner shall submit a final landscape and irrigation plan to be approved
by the City prior to issuance of the first building permit.
4. The petitioner shall submit a final construction plan to the City Engineering
Department for review and approval prior to demolition of existing Carrie Lane.
5. The petitioner shall maintain all landscaped areas around reconstructed Carrie
Lane.
Furthermore, staff recommends connection of Quincy and Jackson Streets in the
manner illustrated in the original plan, as submitted by the Medtronic design team.
n
n
^
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FEB.12.1999 8�17AM SUNDE �AND SURVEYING
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6431 UNIVERSITY AVENUE
FRIDLEY, MN 55432
(612) 571-3450
COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION FOR:
Vacation of Street, Alley or Easement
_- site pian required for submittal, see attached
Address: �'.�c.�'f i � U�h�
Prope�ty Identification Number. �
Legal Description: Lot Block
C�rrent Zoning: $_i
Legal Description of
Reason��or Vacation:
Tract/Addition
io� '
Square footage/acreage:
�Ilev or Easement to be V
. Fr./O.
^ Have you operated a business in a city which required a business.license?
Yes No ✓ If Yes, which city?
If Yes, what type of business?
Was that license ever denied or revoked? Yes No
,V1��r�V �r�r1l V ��A��V���r�I�V �r^rAr����M�r��r�I�V��r�IAr^r��I�V1�1rti^r�V �r�rAl�r�V/�r/�i�VA��V �V ��VAr�It��r�b^I^r�V M�I^r�I�V�r1/tir�V �r
�
FEE OWNER INFORMATION (as it appears on the property title)
(Contract purchasers: Fee owners must sign this form prior to processing)
NAME: '�'
ADDRESS: � �
DAYTIME PHONE: SIGNATURE/DATE: ��C�..--- l �-
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2_z3 -> j
NAME: JtM
ADDRESS: Med
DAYTIME PHONE:
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FEES �
Fee: $250.00
Application Number: 'S� Receipt #:
Scheduled Planning Commission Dat � _
Scheduled City Council Date:
10 Day Application Complete No ' icata
60 Day Date.
SIGNATURE/DATE:
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City of Fridley Land Use Application
ZTA-99-01 April 7, 1999
GENERAL INFORMATION SPECIAL INFORMATION
Applicant:
Jim Driessen
Medtronic, Inc.
3850 Victoria Street N.
Shoreview, MN 55126
Requested Action:
Zoning Text Amendment
Purpose:
To create standard parking stall size and
drive aisle width for multi-story pazking
structures, based on type of use.
Existing Zoning:
S-2 (Redevelopment District)
Location:
Lake Pointe Drive & Bridgewater Drive
Size:
� 1,935,760 square feet 44.4 acres
Existing Land Use:
V acant.
�
Surrounding Land Use & Zoning:
N: Single Family & R-1
E: HWY 65
S: I - 694
W: Multi-Family & R-3
Comprehensive
Plan Conformance:
Consistent with Plan
Zoning
Ordinance Conformance:
Code does not distinguish between
multi-story parking structures and
surface parking lots. Current code
requires parking spaces to be 10' X 20',
have a 25' drive aisle for two-way
traffic, and a 18' for one-way traffic. A
special use permit for 9' wide double
striped parking stalls is possible in the
S-2 district.
Zoning
• Originally used as a fann.
. Drive-in theater for 20 years.
• HRA installed streets and utilities in
1987.
• HRA purchased site in 1992.
Legal Description of Property:
Fridley Executive Center Outlot A&
Outlot B.
Public Utilities:
Water and sewer are available
near the site.
Transportation:
Parkway to be constructed will provide
vehicle access to the site.
Physical Characteristics:
Area is currently grass and planted trees
maintained by the City.
SUMMARY OF PROJECT
Medtronic, Inc. is requesting a zoning text
amendment to allow the construction of a multi-
story parking facility with parking stalls sized at
8.5' X 18' and a two-way drive aisle of 24'.
SUMMARY OF ANALYSIS
City Staff recommends approval of this zoning
text amendment.
Data from recent engineering and azchitectural
manuals recommend stall size and drive aisle
width be determined by type of use. All of these
manuals suggest that in parking structures with
low turnover and repeat users, like Medtronic's,
a parking stall size of 8.5' X 18' with a 24'
two-way drive aisle is more than adequate.
CITY COUNCIL ACTION
Apri126, 1999
60 DAY DATE
May 3, 1999
Staff Report Prepared by: Paul Bolin
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benefit to the City is the additional green space afforded by a smaller parking deck
footprint.
SURVEY OF OTHER METRO PARKING STRUCTURES 8� VEHICLE SIZES
City Staff visited six multi-story parking structures in the Minneapolis / St. Paul area.
The range of sizes for 90 degree, full size parking stalls ranged from 8.5' to 10' in width
and from 16.5' to 20' in length. Two-way drive aisles ranged in width from 24' to 26',
while one-way drive aisles ranged from 16' to 22'. The size of compact parking stalls
ranged from 7'8" to 8' in width and from 15'2" to 17.5'.
.. - �a_.= -. .°�
Clock wise: 1. 9' double stripe State Gapito►; Z. S.5' stan rtiver cernre rcamp;
3. 8.5' stall Jackson Street Ramp; 4. 8.5' stall U of M.
In order to understand what types of vehicles would fit into the different size parking
stalls, staff measured many of today's popular vehicle types. The following is a list of
these popular vehicles and their dimensions. Length was measured from bumper to
bumper, and width was measured from side-view mirror to side-view mirror.
Vehicle Model
Cadillac Sedan De Ville
Chev. Ext. Cab Pickup (short bed)
Chev. Ext. Cab Pickup (long bed)
Dodge 15 Passenger Van
^ Ford Crown Victoria
Ford Taurus
Length
17'3"
19'
20'3"
19'
17'6"
16'5"
Width
6'4"
7,2„
7,2"
8'
7,3"
6,7„
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The zoning text amendment is consistent with variances granted to Northwestern
Orthopaedic Clinic last year and similar to parking requirements for the Cities of
Minneapolis and St. PauL
RECOMMENDATION
City Staff recommends that the Planning Commission recommend approval of the
proposed. zoning text amendment and recommend that the City Council hold the public
hearing and receive comment on the proposed text amendment, ZTA 99-01, as
presented.
The following is the proposed text amendments to Section 205.04.XX of the City of
Fridley Zoning Code. The text amendment would allow multi-story parking structures to
have smaller parking stall and drive aisle requirements, than the general parking
requirements for parking lots contained elsewhere in the Zoning Code.
TEXT AMENDMENT, ZTA 99-01
Amending Section 205.04.XX
ADD X.
X. MULTI-STORY PARKING STRUCTURES
A. Parking stall size for multi-story parking structures may be a minimum of 8.5'
in width and 18' in length for industrial, manufacturing, warehouse and
� storage uses, and speculative industrial buildings provided that parking stalls
are for long term employee parking.
B. Drive aisles shall be a minimum of 24' for finro-way traffic and 18' for one-way
traffic if structure is properly signed.
C. Parking stall size for commercial, retail, or service uses shall be a minimum
of 9.5' in width and 18' in length.
D. All other parking requirements for the individual zoning
districts, except those addressed here, shall apply to multi-story
parking structures.
E. Parking structures shall be constructed in accordance with all
Building and Fire Code requirements.
DEFINITION
Amending Section 205.03.XX
ADD XX.
XX. MULTI-STORY PARKING STRUCTURES.
Vehicle parking structures comprised of two or more levels, where a ramp, direct street
connections, or mechanical conveyances can be used to transport vehicles between
levels.
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� City of Fridley Land Use Application
SP-99-02
GENERAL INFORMATION
Applicant:
Jim Driessen
Medtronic, Inc.
3850 Victoria Street N.
Shoreview, MN 55126
Requested Action:
Special Use Permit
Purpose:
To allow nine foot wide, double striped,
surface parking spaces in the S-2 Zoning
District.
Existing Zoning:
S-2 (Redevelopment District)
Location:
Lake Pointe Drive & Bridgewater Drive
Size:
^ 1,935,760 square feet 44.4 acres
Existing Land Use:
Vacant.
Surrounding Land Use & Zoning:
N: Single Family & R-1
E: HWY 65
S: I - 694
W: Multi-Family & R-3
Comprehensive
Plan Conformance:
Consistent with Plan
Zoning
Ordinance Conformance:
Section 205.24.06 requires a special use
permit for 9' wide double striped
pazking stalls in the S-2 district.
Zoning History:
Originally used as a fann.
Drive-in theater for 20 yeazs.
HRA installed streets and utilities in
1987.
� • HRA purchased site in 1992.
17, 1999
SPECIAL INFORMATION
Legal Description of Property:
Fridley Executive Center Outlot A&
Outlot B.
Public Utilities:
Water and sewer are available
near the site.
Transportation:
Parkway to be constructed will provide
vehicle access to the site.
Physical Characteristics:
Area is currently grass and planted trees
maintained by the City. _
SUMMARY OF PROJECT
Medtronic, Inc. is requesting a special use
permit to allow the construction of a surface
parking facility with parking stall widths of 9'
SUMMARY OF ANALYSIS
City Staff recommends approval of this special
use permit.
Nine foot wide parking stalls are a permitted
special use in the S-2 zoning district subject to
striping the space in accordance with City
standards (double stripe). There is only one, 12
space, surface lot proposed which needs to meet
this requirement. The ZTA 99-01 addresses the
spaces within the multi-story parking structure.
CITY COUNCIL ACTION
Apri126, 1999
60 DAY DATE
May 3, 1999
Staff Report Prepared by: Paul Bolin
�'` The City amended the zoning text in 1990 to allow 9' double striped stalls as a
permitted use in the industrial zoning districts and as a special use in the S-2
Redevelopment District. Since the ordinance was amended, 9' double striped stalls
have been used successfully in the City's industrial districts.
In the future, the City will likely see an increase of in-fill redevelopment projects. The
land area for parking lots is fast disappearing. The City of Fridley can help to reduce the
amount of land needed for parking lots by allowing slightly smaller parking stall widths.
The smaller sizes will allow a business to obtain more parking in a smaller area, leaving
more land available for landscaping and open space.
RECOMMENDATION
City Staff recommends approval of this specia/ use permif.
Nine foot wide parking stalls are a permitted special use in the S-2 zoning district
subject to striping the space in accordance with City standards (double stripe). There is
only one, 12 space, surface lot proposed which needs to meet this requirement. The
ZTA 99-01 addresses the spaces within the multi-story parking structure.
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MEMORANDUM
HOUSING
AND
REDEVELOPMENT
AUTHORITY
DATE: March 26, 1999
TO: William Burns, Executive Director of HRA
FROM: Barbara Dacy, Community Development Director
SUBJECT: Medtronic Update
In addition to the planning applications, staff has also been working on legislative requests
for the TIF extension issue and to obtain funds for a variety of public improvements. To
follow is a synopsis of the current status. Updated information will be presented at the
meeting.
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TIF Exfension Legislation
Medtronic has introduced legislation in the Senate that would enable the City to extend the
TIF district to the year 2025. Representative Chaudhary has also introduced companion
legislation in the House. Medtronic has agreed to have 200,000 square feet of Phase One
become taxable in the year 2011 when the existing district expires. Andy Kozak, the lobbyist
for Medtronic, has been working closely with Bonnie Balach (the City's lobbyist) on a
number of issues and both have been meeting with legislators and responding to their
questions. The initial hearing in the House will take place on Monday (3-29-99) in the Local
Government Committee. Later, it will be heard in the House Tax Committee.
Public Improvement Legislation
Braun Intertec has completed the soil analysis of the embankments adjacent to Highway 65.
Sheet pile wall construction can be used but more borings will be required to deteRnine the
exact depth of the pilings in certain areas. As a result, the engineer from SRF Consulting
Group (who completed an initial analysis for Medtronic) increased the potential project cost
to $5 million instead of the original $4 million estimate. In addition, there will be costs to
treat the storm water from the highway, which as an example, may include creation of a
separate pond prior to discharging into Rice Creek. Also, the West/East Moore Lake Drive
intersection (near St. Phillips Church and the shopping area) will have to be modified to
accommodate the additional lanes on Highway 65. The total project cost then could be as
much as $6 million.
Benshoof and Associates has begun work on preparing an application to receive federal
^ funding which would pay for 80% of the construction costs. The deadline for submission is
in July. The local share would equate to 20% of the construction costs ($1,200,000) plus
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AUAR MITIGATION PLAN
FRIDLEY LAKE POINTE CENTER
Prepared by:
The City of Fridiey
March 1999
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FRIDLEY LAKE POINTE CENTER
MITIGATION PLAN
TABLE OF CONTENTS
INTRODUCTION...................................................................................................
RESPONSIBLEPARTIES ....................................................................................
IDENTIFIED IMPACTS AND PROPOSED MITIGATION PLAN ...........................
1.0 TRAFFIC .....................................................................................................
1.1 Summary of Impacts ........................................................................
1.2 Mitigation Measures .........................................................................
1.3 Implementation Information ..............................................................
2.0 SURFACE WATER .....................................................................................
2.1 Summary of Impacts ........................................................................
2.2 Mitigation Measures .........................................................................
2.3 Implementation Information ..............................................................
3.0 WASTEWATER ..........................................................................................
3.1 Summary of Impacts ........................................................................
3.2 Mitigation Measures .........................................................................
3.3 Implementation Information ..............................................................
4.0 AIR QUALITY .............................................................................................
4.1 Summary of Impacts ........................................................................
4.2 Mitigation Measures .........................................................................
4.3 Implementation Information ..............................................................
5.0 NOISE .........................................................................................................
5.1 Summary of Impacts ........................................................................
5.2 Mitigation Measures .........................................................................
6.0 TRAI LS .......................................................................................................
6.1 Summary of Impacts ........................................................................
6.2 Mitigation Measures .........................................................................
6.3 Implementation Information ..............................................................
7.0 FUTURE ENVIRONMENTAL CONCERNS OR IMPACTS NOT ................
ANTICIPATED IN THE AUAR AND MITIGATION PLAN
Paqe
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�� constructed, or will, through other means, ascertain that the prescribed mitigation
measures are implemented. However, in most cases, the developer is ultimately
� responsible for implementing mitigation measures in accordance with plan review and
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� permit requirements.
The Final AUAR also identifies other units of government that are likely to have plan
review or permit authority over the development proposed for the study area. These
agencies include: Rice Creek Watershed District; Six Cities Watershed Management
Organization; Anoka County; Army Corps of Engineers; Minnesota Pollution Control
Agency; Minnesota State Historic Preservation Office; Metropofitan Council; Minnesota
Department of Transportation; Minnesota Department of Natural Resources; and
Minnesota Department of Health. In most cases, responsibility for obtaining required
permits and approvals and for implementing mitigation measures specified as
conditions to such permits and approvals lies with the developer(s).
IDENTIFIED IMPACTS AND PROPOSED MITIGATION PLAN
Based on applicable Environmental Quality Board guidelines for preparation of an
AUAR mitigation plan, this section provides the following information for each area of
potential environmental impact identified in the Final AUAR: (1) summary of potential
^ impacts; (2) planned mitigation measures; (3) governmental programs that regulate
mitigation plan preparation and compliance; (4} time frames for implementing mitigation
measures; and (5) identification of party or parties with financial responsibility for
implementing mitigation measures.
1.0 TRAFFIC
1.1 Summary of Impacts
Traffic
' As a result of the proposed site development and forecast increases in background
� traffic, traffic levels will increase on roadways adjacent to and within the study area
through the site development period (2010). These increased traffic volumes have the
potential to contribute to operational problems on area roadways.
Roadways
Two public roads currently exist on the site — Bridgewater Drive and Lake Pointe Drive.
The current development concept invoives realigning Bridgewater Drive to run straight
east-west through the site, from West Moore Lake Drive at the northeast corner of the
site to 7th Street at the northwest corner of the site. The straightening of Bridgewater
� Drive at the east end of the site results in removal and possible relocation of Carrie
Lane, the existing east-west residential street to the north. The revised Bridgewater
Fridley Lake Pointe Center AUAR Mitigation Plan 2 March 1999
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� 53rd Avenue. A ark-and-ride facili currentl exists at TH 65 a
� p tY Y nd West Moore
.� Lake Drive at the St. Phillip's Lutheran Church. Future transit provisions for the
` area are subject to change.)
• Provide motorcycle parking within parking structures or on concrete pad.
• Provide covered bicycle storage and bicycle racks.
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� • Provide shower and locker facilities to serve the buildings and promote bicycle
usage.
• Provide flexible work schedules for employees in conformance with existing
Medtronic flexible work schedule policy (Medtronic provides early/staggered start
times for production employees at facilities located further north on TH 65, thereby
reducing peak period demand from those facilities).
• The City will require Medtronic to provide a traffic management plan prior to
construction of Phase II.
• Investigate and consider provision of shuttle service between major Medtronic
campuses (i.e., Shoreview, Rice Creek, Columbia Heights and the proposed Lake
^ Pointe Center).
The traffic analysis also indicated a need for construction of a free right-turn lane on the
east approach of 57th Avenue at its intersection with TH 47 by the year 2010.
However, the University Avenue right-of-way has been identified by regional planning
agencies as a potential transit corridor for either light rail transit or a busway. The City
will reevaluate the current status of the transit plans by 2010 and analyze the effect on
the proposed improvement at 57th Avenue/TH 47. The City will also conduct traffic
counts at the intersection by the year 2010 to confirm the need for this improvement.
�' In addition, the City is working with Mn/DOT to identify design requirements and
� potential funding sources for capacity improvements in the vicinity of the TH 65/West
' Moore Lake Drive/CSAH 35 intersection. Options for interim and long-term
— improvements to add through-lane capacity on TH 65 in the area are being considered.
The interim solution under consideration includes reconstruction of the existing
northbound shoulder area for use as a through lane during peak periods: The ultimate
design under consideration includes construction of an additional through lane and new
shoulder within the existing causeway area through the use of sheet piling to contain
additional roadway fill. Concept feasibility studies completed to date indicate that this
construction method would keep construction impacts above the ordinary high water
level of Moore Lake. If agreement is reached with Mn/DOT on implementation of such
.� capacity improvements, a separate environmental review process would be followed if
�'"� required by state regulations.
Fridley Lake Pointe Center AUAR Mitigation Plan 4 March 1999
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� n The City will re-evaluate the need for construction of a free right-turn lane on the east
approach of 57th Avenue at its intersection with TH 47 prior to the year 2010.
Construction of the free right-turn lane was not assumed for the year 2005 (Phase I and
Phase II) because the level of service at this intersection was projected to be D or
better during this time frame. In addition, the Final AUAR documents that the free right-
turn lane is not needed to meet state air quality standards in the year 2010. Air quality
analysis shows that state air quality standards at the TH 47/57th intersection will be met
� in the year 2010 with or without construction of the free right-turn lane. If the City
; determines that construction of the free right-turn lane is a necessary traffic mitigation
measure, the party or parties responsible for funding this improvement will be identified
� at that time. Potential funding sources include state funds, tax increment financing,
� local funds and developer contribution.
s' As described in the Final AUAR and in this mitigation plan, the City of Fridley is also
--� working with Mn/DOT to identify design requirements and potential funding sources for
capacity improvements to TH 65 in the vicinity of the TH 65/West Moore Lake
' Drive/CSAH 35 intersection. If a decision is made to proceed with these improvements
in the future, the financially responsible party or parties would be identified at that time.
. It is important to note, however, that the Final AUAR documents that at full
development of the proposed project in the year 2010, state air quality standards will be
met without construction of improvements to TH 65 in the vicinity of the TH 65/West
^ Moore Lake Drive/CSAH 35 intersection.
2.0 SURFACE WATER
2.1 Summary of Impacts
t The planned development will increase storm water runoff compared to existing
conditions due to an increase in the amount of impervious surFace. The estimated pre-
� development peak discharge from the 100-year design storm event is 52 cfs. The
-- estimated post-development peak discharge from the 100-year design storm event is
� 108 cfs. Approximately four to five acre-feet of storm water storage will be required to
reduce the peak discharge to the pre-development condition.
2.2 Mitigation Measures
� As a mitigation measure, the planned development will include construction of storm
water detention basins to ensure that the post-development peak discharge rate will not
exceed the pre-development rate and to improve water quality prior to discharge from
the site. One or finro storm water basins will be provided on each half of the site. The
total wet volume of these basins will be approximately four to five acre-feet. These
__ basins will provide permanent treatment of sediment and floatable pollutants
^ discharged from the site. Nutrient loads should be substantially reduced from pre-
Fridley Lake Pointe Center AUAR Mitigation Plan 6 March 1999
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�� FINANCIALLY RESPONSIBLE PARTY/PARTIES
� Medtronic (or any future developer) is the responsible party for funding construction of
' storm water ponds and other related infrastructure required to meet applicable
• standards for post-development peak discharge rate and water quality treatment.
, Medtronic will also be required to execute a storm water pond maintenance agreement.
3.0 WASTEWATER
3.1 Summary of Impacts
The Metropolitan Council Environmental Services Division has indicated that adequate
interceptor line and wastewater treatment plant capacity is available to serve the
planned development. However, past studies have identified the 10-inch sanitary
sewer line in 57th Avenue as a possible local constraint in the sewer system serving the
study area. Based on available existing sewer flow data, adequate sanitary sewer
capacity exists for the estimated peak flows from the proposed Phase I development.
Preliminary estimates indicate that the existing 10-inch pipe in 57th Avenue may need
to be increased in order to adequately serve future phases of site development.
However, additional data on existing flow rates, pipe slope and other system
^ characteristics must be obtained and evaluated prior to making a final determination on
the need for increased capacity in the 57th Avenue sewer line.
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3.2 Mitigation Measures
Assuming that future studies document the inability of the existing 10-inch sanitary
sewer line in 57th Avenue to accommodate peak flows from future phases of
development, the existing 10-inch pipe would either be replaced by a larger pipe or a
second line would be added with sufficient capacity to accommodate peak flows.
3.3 Implementation Information
REGULATORY PROGRAMS RELATED TO MITIGATION PLAN APPROVAL AND
MITIGATION PLAN COMPLIANCE MONITORING
• City of Fridley project plan/master plan approval.
• City of Fridley site plan approval.
• City of Fridley preliminary and final plat approval.
• City of Fridley grading permit.
• City of Fridley building permit.
• Minnesota Pollution Control Agency sanitary sewer extension/change permit.
• Metropolitan Council review of sanitary sewer extension/change.
Fridley Lake Pointe Center AUAR Mitigation Plan 8 March 1999
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'� 4.2 Mitigation Measures
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No mitigation measures, other than those roadway improvements assumed in the air
� quality analysis, are required to achieve compliance with state ambient air quality
standards for carbon monoxide. However, an indirect source permit must be issued by
�; the Minnesota Pollution Control Agency because the proposed development includes
�} more than 2,000 parking spaces at full build-out.
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_� The design of the central plant has not been finalized. As a result, the specific
quantities and composition of air emissions have not been finally determined.
Mitigation measures may or may not be necessary to comply with applicable stationary
� source air quality standards. Necessary mitigation measures will be identified as part of
the Minnesota Pollution Control Agency stationary source air permit review.
4.3 Implementation Information
REGULATORY PROGRAMS RELATED TO MITIGATION PLAN APPROVAL AND
MITIGATION PLAN COMPLIANCE MONITORING
• Minnesota Pollution Control Agency indirect source permit.
• Minnesota Pollution Control Agency stationary source air permit.
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TIME FRAME FOR IMPLEMENTATION OF MITIGATION
Mitigation measures that may be specified in either the Minnesota Pollution Control
. Agency indirect source permit or the Minnesota Pollution Control Agency stationary
source air permit for the central plant will be implemented in conjunction with
; construction and operation of the heating and cooling facility.
FINANCIALLY RESPONSIBLE PARTY/PARTIES
Medtronic is the responsible party for funding implementation of mitigation measures
necessary to comply with applicable state ambient air quality standards and emission
levels for the central plant. These mitigation measures will be specified in the
Minnesota Pollution Control Agency stationary source air permit for the facility.
5.0 NOISE
5.1 Summary of Impacts
Noise typical of building construction will occur during development of the project site.
._ Actual noise levels that may be experienced near a construction zone depend on
� several factors, including but not limited to the distance between the construction
Fridley Lake Pointe Center AUAR Mitigation Plan 10 March 1999
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'r� Installation of a structural screen wall is proposed to minimize central plant noise levels
-; to achieve compliance with MPCA nighttime standards. An open but circuitous pass is
; required at the bottom of each cooling tower to provide intake air. The screen wall
' typically would not extend past the top of the cooling tower to minimize the potential of
°; reingestion of warm air into the intake. The proposed structural screen is estimated to
_ provide 6 decibels of attenuation, which would bring the nighttime noise level down to
48 decibels and the daytime level down to 51 decibels. Sound fevels would then
� comply with both MPCA daytime and nighttime standards.
In order to meet MPCA noise standards, Medtronic will be required as part of City
� approvals to:
• Utilize Series V Cooling Towers (Model No. VTI-1125-P) with centrifugal fans or
similar equipment with equivalent sound levels.
• Install a structural screen for each of the cooling towers adjacent to residential land
uses sufficient to provide the minimum decibel attenuation needed to comply with
MPCA daytime and nighttime standards. For the currently proposed Series V
Cooling tower (Model No. VTI - 1125-P), a minimum of 4 decibels of attenuation is
required to achieve compliance with applicable standards.
^ • Consider extension of the screen walls 1 to 2 feet above the top of the cooling tower
if this can be accomplished without danger of reingestion of exhaust air into the
intake.
• Consent to noise monitoring of constructed cooling towers as deemed necessary by
the City and reimburse the City for noise monitoring costs.
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• Agree to modify cooling tower equipment or construct additional screening if noise
� monitoring documents that actual sound levels generated by the central plant
exceed state noise standards.
� 6.0 TRAILS
6.1 Summary of Jmpacts
There is an existing bituminous City trail through the study area along Bridgewater
Drive and Lake Pointe Drive. This trail connects to the existing on-street bike lanes on
West Moore Lake Drive and 7th Street. Bridgewater Drive will be realigned to run
straight east-west through the site, connecting West Moore Lake Drive at the northeast
corner of the site to 7th Street at the northwest corner of the site. The revised
Bridgewater Drive alignment will be the only public roadway connection through the site
^ between TH 65/West Moore Lake Drive and 7th Street.
Fridley Lake Pointe Center AUAR Mitigation Plan 12 March 1999
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��"` available, or as regulatory requirements change, environmental concerns or issues that
-t differ from those addressed in the AUAR or mitigation plan may be identified. Also, new
� information concerning feasible and practicable mitigation measures may be developed
after adoption of this mitigation plan. In these instances, development plans will be
� reviewed to identify measures to avoid or mitigate potential environmental impacts
; consistent with the new information, while maintaining the basic intent and process
identified in this mitigation plan. As required by Environmental Quality Board
t regulations (Minn. Rules, Pt. 4410.3610, subp. 7), the AUAR and the mitigation plan will
� be revised if any of the specific circumstances enumerated in state regulation apply.
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Fridley Lake Pointe Center AUAR Mitigation Plan 14 March 1999
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APPENDIX E
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RESPONSES TO AGENCY AND PUBLIC COMMENTS ON THE
� i DRAFT FRIDLEY LAKE POINTE CENTER AUAR
s � AND MITIGATION PLAN
The Draft AUAR for the Fridley Lake Pointe Center was distributed for public review on
� January 11, 1999. The public review and comment period ended on February 10, 1999. All
� substantive comments received by the City are summarized in this appendix. Responses to substantive
�comments are presented in italics following each comment. The Final AUAR and Mitigation Plan
� reflect changes or additions made in response to tliese comments. The comment letters received are
presented at the end of this appendix.
Department of the Army, Corps of Engineers
1. Alteration of existing storm water ponds on the site is covered by the Corps' Nationwide
26 permit.
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The information in Items 8 and 12 has been revised to reflect the Corps' comment.
Department of Natural Resources
1. For low height buildings there are opportunities to incorporate energy efficient landscaping.
� The landscape plan for the proposed development takes into consideration the potential energy
� eff ciency benefits the placement of trees can have. The final landscape plan will incorporate
;,,,; the strategic placement and type of tree species to reduce cooling and heating requirements for
site buildings.
2. Tree planting to screen the northern boundary of the site from adjacent residential properties
offers an opportunity to incorporate wind break benefits.
There is a desire to create a visual barrier and at the same time a wind break between the
residential neighborhood and the Medtronic site. The preliminary landscape plan shows a
continuous row of conifers and a continuous row of over-story trees along the northern
� boundary of the site. In addition to the double row of trees, large shrubs will be planted
throughout the area. The final landscape plan will place as much material between the
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proposed site and the residential neighborhood as budget and space permit.
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�� 2. Temporary sedimentation basins are required during construction if the proposed development
disturbs 10 or more contiguous acres.
As the proposed development will disturb more than 10 acres of land, tempo��ary sedimentation
basins will be p��ovided in accordance with NPDES General Construction Storm Wate�•
Permitting requirements.
3. The Draft AUAR lacked a discussion of the potential impacts from ivnoff from landscaping,
the paved parking lot and deicing materials.
Landscapin , Impacts
The extent of•maintained turf will be greatly reduced fronz existing conditions and will be
limited to the areas around the buildings. Native prairie grass and vegetation will be used for
areas away fi•om the buildings. Fertilizer and lawn chemicals will only be used on the
maintained turf by the buildings, and their use will be limited to the extent feasible.
Parkin Areas and De-Icin�Impacts
The amount of parking surface exposed to rainfall will be minimized through construction of
multi-level parking ramps. It is anticipated that parking ramps for the site will be five levels —
� potentially with two Zevels underground and three levels above ground. Runoff from the
parking ramps will be discharged to the storm sewer and sanitary sewer in accordance with the
Minnesota State Plumbing Code. Parking levels with more than SO percent of the wall area
open to the atmosphere (i. e., above-grade parking levels) will be discharged to the storm sewer
for conveyance to storm water treatment basins for treatment (primarily removal of suspended
solids and attached nutrients/metals) prior to discharge fi�om the site. Levels that are enclosed
more than SO percent will be discharged to the sanitary sewer for treatment at a wastewater
treatment plant.
� Dissolved de-icing salt is the most diffcult pollutant to remove from runoff water from paved
areas. Decreased use of salt is the most effective BMP for this problem. Use of road salt at the
facility will be limited to the extent possible while still maintaining safe conditions on site
� roadways and parking areas. De-icing materials wi11 be used only when needed and in the
(minimum) quantities needed. Salt/sand mixtures with relatively lo�� salt contents will also be
. used to minimize the overall amount of salt applied to paved surfaces.
4. Permanent ponds must meet the criteria in the MPCA general permit. Additional treatment
goals to be considered are 60 percent removal of phosphorus and 70 percent reduction in
sediment.
The proposed development plan will include construction of permanent storm water basins (see
__ Item 18 of the Dr•aft and Final AUAR). Although the exact size of the proposed ponds will not
� be determined until final design, the ponds will be sized to retain runoff from a 2.5 "design
storm event and will be in conformance with MPCA and Rice Creek Watershed District
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11. The AUAR contained no estimates of the current and projected availability of mass transit
� services to the study area. This type of information should be included in the AUAR.
. Mass transit is cur�•ently available in the viciniry of the site. Fixed bus service is �rovided in
the viciniry of the proposed project by Metro Transit. Bus services are provided along
TH 65, Cent�•al Avenue NE, Unive�•sity Avenue and 53rd Avenue. A park-and-ride facility
currently exists at TH 65 and West Moore Lake Drive at the St. Phillip's Lutheran Church.
j Future transit provisions plans for the area are subject to change. However, as mentioned in
Item 22 of the Draft and Final AUAR, the City will work with Metropolitan Council Transit
� Operations (MCTO) to identify ways to enhance transit use to/from the site.
' 12. The types of light industry are not identified in the AUAR. Air emission permit requirements
''� should be reviewed prior to construction to determine if proposed land uses will require air
� emission permit or not.
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No manufacturing is currently proposed for the site. Potential future light industry uses on the
site would be characterized primarily by assembly of inedical equipment made up of
components manufactured at other locations. Air emissions specifically related to this type of
light industrial land use would likely be minimal. However, the MPCA will be consulted prior
to faciliry construction to determine if air emission permits are required.
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Z! you have any questions, contact T�uaothy J. Fell in our
St. Paul oftioe at (651) 290-5360. In any correspondence or
inquiries, please refer to the Regulatory number showr� above.
SincerEly,
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a ph J. stin
Chief, Regulatory Hranch
Enolosure(s) .
Deteriaination: Nationwide Permit(r) (26)
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� Nationwide Petmit Geuesat C�ditio�s
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+^ 'Tbe Eallawin genera2 conditio�s m�t be followed ia order for auy authozizati� by a NWP to be valid:
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1. N$vigatinn: No activiry may cause more than a uimimat advase e$ect on navigation.
2. Pro�er Ma�tenance: Any seructure ar fill suthoxized shall bo properYy mamtamed, iuctuding waiuteaaace to en.st�e
public safay►.
3. Fxnsiou ead Siltatio� C�trols: Approptiate erosion snd siltatian oontrols must be usod and maiutaiaed ia effective
operot�sg can�dition dtuing c�onshvctiaai. aad ali exposai sail imd other fills, as well as any wak below t�c ordivar9 higt►
wster mark oc lri� tid�e line, must b� peimaa�entiy stabilized gt the eadiest prscticable date.
4. Aquatic Life Movements: No activity iz�ay substantially dis�upt the movm�ent af thaae spocies af aqnatic life
� indigenous to the waterbody, including those species which normally migiate thraugh the �'es, ualess ihe activity's
p pzin�uay putpc�e is to impoimd water.
S. Equipmeu� Heavy cquipment w�icing m wetlands must be placed an msts, c¢� ot�er measnmes must be tak�n tu
� soil disott�baace.
6. Re�onai and Cas.�by-Case Conditiops: The activity mus� c�mpiy with at�Y reponal caoditiops wluch msy bave
beea added by thc Divisian Enginocr (see 33 CFR 330.4{e)) aad with any cese specific oonditioas added by tbe ('-odps
os by the state or m'be in its sxtion 401 water quality ceatific�tia�.
7. Wild and Saaic Rivers: No activiry msy occur ia a oo�nponeat of ti�e Naaoosl �ild aod Soeaic River SysEem; �
in a rivea officislty desi�sted by Coug�ess as a"sauiy river" for poss�'ble inclusion ia tho system, while ti�c river is in
an official study stanis; ualess the appropriate Federttl age,mcy, with direct msna8tment �'bilig' for such river, has
detetmined an wiiting that ti� pmposed adiviry will not advers�ly effect the Wiid and Satiic Rivcr desi�o4 a�' study
/'� st�tus, In�o�matiaa on Wild aud Scenic Rivers msy be obtained fram the uppropriate Federal laad management ageacy
ia tiie area (e.g., Nativnal Park Servic�e, U.S. Fa�rst Sezvice, B►aesu af Lend Management, 'U.S. Fish and Wildlife
Serviae.)
S. Tribal Ri�ts: No adivity o� its operation may impa� �served tribal rights, iactuding, but not limibed to, ra4rrved
watex ri�its amd trcaty Ssi�ing �d huatin8 ri8�
9. Riat�r Quaiity Certificae�on: In certain states, sa iA�dividual Secti� 401 water quality crati$c�tion must be obt�
or waivefl (sx 33 CFR 330.4(c)}.
10. Cosstsl7one Maaag�ment Yn oertaia stst�es, an individval state coa�tsl m�e maaagement c�osistency concimmce
must be olytamed ac w�v�ed (sa Sectian 330.4(�)•
i E: Endsagered Species: (a) No ac�vity is sutboriud :mder say NWP which :s libxty to �apardize the oonti�od
i eadstence of a threatenod �� e:,dang�d spo�aes oa' s�Cies Proposed for such desigasti�, as ideniified und�qr the
_ Federal Endangered Species Ad, ar whic� is l�ketp tn d�strvy or adversely mfldify the c�itical habitat oY such speeies.
Non-fed�al penmitcees shail �tify the Distria Engiaeer if sa�y listad species o� cxitieal habitst might be a$ected ar is
in the viciaily of the proja�, �d shall not begm work on the activity u�i � by the District Eai�ne� tbat the
nequit� a�the Endangered Spacies Act havr been sa 'hsfied and tbat tl�e aaivity is aut�i�od.
(b) Aut}�Oriza�iva a� ua sctivity by a nativnwide permit dQe,s not authorize the "tatoe' of a�+estenod v� eadsagec+ad
spe,cies as de5aed under thc Fcdera� Endangar�d Spe�ies Ad In the sb�enoe of separau authorizatian (ag., an FSA
section I O Permit, s Biological Opinivn witb "incidentsl taloe" provisiobs, uc.) firom the U.S. Fish and W�dlife Service
or the National Ma�ine Fisheries Servic� both lethat snd a�-lethal "takes" of prcrte�ted speeies are ia vioIation of th�
Endangend Spe�ies Acc Informa�on on the locacieai af threatened aad e,ndangered spe�ies aud tbe� critical i�abitat cea
be obtaia� dir�octly 5uat the offices oPthe U.S. Fish sad W�7dlif'e Servioe aad Natia�al MeQiae Fi.s�eries 5ervice er thtir
world wide web pages at hrip://www.fws_gov/�r9endspp/eadspp.htmi snd
- hnpa/fdagfish.spp.mafs_govhmciutyr/prot res.huN#ES and Reco�verY. ���Y• .
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12. i�i�Oric Prope�ties: No activiry which may affect hist�vric properties list�d, or eligble fnr listsug, m the Nationat
; R+egster a� I�'i.qtaric Plaxs i,s aut�o�iaod, upo�il the DE has ceonplied with the pt+ovisiqas � 33 CFR part 325, appe�ix
C. Tire pivepective peraiitt�ee must notify the Districx En�eer if tirc autho�i�ed activitp may affoa aay bis�o:io prop�ties
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February 5, 1999
Minnesota Department of Na�ural �IZ�sou�ces
�arbara Dac:y, AICP
D'uector of Communiry Development
City of Fridl�y, Municipal Center
6431 University A�anue Northeast
Fridley, MN 55432
Spt) Lef�yeit� Rnad
St. i'au1. Min�nso��� SSISS.4(1 _ 10
RE: �'ridley Lake Pointe CeuteY
Draft AlterQative Urban A.zeawide Review (AUAR)
Dear Ms. Daay:
The Deparnnent of I�Ian�ral Resources (DNR) ha,c revievved the Fridley Lake Painte Center Araft
^ AUAR. We appreciate contacts nnade w�th llNR during AUAR d�velopment and encourage their
conttz�uation as deemed appropriate.
Oetr only' cornmerits focus on how tree plantings ean furcher reduce the environmental im�act of
devslopa►ent planzied for tt�e site. Specifically:
For fow heigiit buildings, opportunides co incorpoxate energy eff'icient Ian.dscapi.ti8 are present. �
Strategic placement of aees can reduce svmmer cooling requirements and winte.r heating needs.
These nees should be selected and placed to shade portions of the buildings in the summer and
scill allow sunlight to penetrate to the building m the vainter.
� • Tree plantings ze sar�en the northern part of the aite from adjac�nt r�.sidentia] properties affers ^
an opporh�niry to incorporate witui bz�ak benefits inco the plartting. T'hc greatcst ef%ct is ��
� derived from planting chree or four rows.
� . 3� . 'fhe ptacemeat of trees around the NURP ponds is desirable. 'i'Yus w�uld provide habitat for �
wildlife. We encaura.ge cbe usc of native species when prac6cal,
We recc>mmend tl�at the projece propaser retain che services oi a profeasional forescer or arberist to
' achieve the best results for th�se mc.asnres.
� 7'hanlc you for che opportunity to review chis preliminuy proposal. VJe Iook forward to receiving �e
Final AUAR and Mitigazion !'ian ac a future dar.e. Please cousact Bi11 Jolmron of my s�ff ac {b51) 296-
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flNlt IM���tttati<m: 1i12-2y�-�1S7. ! 8UU-1f,j.6pfX1 • T!'Y: G1�-?yG-54S4, 1.i;OU-6S7-+')351
An F.quai Cmparlv�tity I:uipioyr.r
Iw f'nm� ! cu� RK�ICd P��r l:iint�inin� q
Who V:�tuCs p�w6ily �� Minunum qf Iftc. pe►7 (t�nWn���r W.nit
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, MetropoYitax� Council
� Working for the Region, Planning for the Fucure
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February 9. ) 999
Ms. Barbara Dacy,
Community Development Director
� C►cy of f�idley
� 6A31 Llniversiry Avenue NE
rriclley, MN 55432
RE: Fridley Lakt I�ointe Center � Draft Alternativo Urban Area-wide Revicw
Metropolitan Councit Districi t0
Refetrdl FilrNo. 16965-1
� �ear Ms. Dicy:
Counci I staff has condutted a rcview of thit draft siternative urban are�.wide raview (d�aft AUAR j tp
detct'mine its adeqt►acy and acciiracy in addressing regionnl c:oncern$, The 5taff'rEView (inds thrt the
d�fi AUAf� is complece and �ecurate with rtsp�ct to ��gioaal eoncerns and raises no major issues of
consiste�3cy with Council policies. However, staff'provides the fo�lowin� cOmmcnt� for yovr
considcration: .
ltem Z? - Trre�c
� The AUAR iteeds to documCnt and analyze the: impacts on I•694 malnline, Ti�e Site's proximity to T7a 65
2nd (-694 raise conccrns for tha impacts of �dCttiun�l traffic on those roadu�;iy�. 1'he 7'rni�sportrtion
P�licy Plan identifies both as congested corridocs in 1g95 and 2020. Of parzicular concarn �s thc
* p�csximity of the inr.ersections of Lake Pointe Drive with TH 65 and 57'A Avenu� with TH 47 to the I
� inrerch�nge ramps on t1�e two Iocal iniersectiens, as well as she inters�9te ramps. We are also interested
irt secing docunient�tion of the impacts on the I-694 mainline.
Tlte AUAR will necd to con5ider scvctai pdSSiblc mcana of mifi�ting t)ie impncts of this develapment,
Thc consuftar,t $nd RGU sl�ovld not limit their thinking solely w physicai irnprovemc»ts (i.a. in[e�SECtiOn
and interchange geometrics, inercases to lan� capncity, intersection operational chardatcristics, etc_), bt�t �
sh�uid also ii�clude options for the demand side, spccif,cally travel demand mann�emcrst opportunities.
'I'h� pc�ysible use and/er enhancements to transit to serve the emp(oyees of che sice should also be
considered.
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ai;EA GQOE CNANGES TO 651 IN JULV, 1998
210 �.t F'It�� $hvcl Sft. t�aul, Minne�oi.a 55�oi.I6;2C 1G121 G02•1�0� �o. r.r»_icen ti.....,......,'• "-•
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Minnesota Poliution Con�rol Agency
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February 4, 1999
11�is. Barbara Dacy
Community Devclopment Dircctor
City of Fridlcy
643I Univcrsity Avenuc Northeast
Fridlcy, Minn�sota 55432
RE: Draft Altrrnative �Jrban Axeawide Review (AUAR) for Fridlcy Lake Pointe Crater
Dear Ms. Dacy:
Tharilc you for the ogpornmity to commexit on the draft AUAR for thc Fridley I,aYe Pointe Center
project Th� proposal is the redevelopment of a.42-aer� parcel neaz Intcrstate 694 and Trunk Highway
65 ('I�i 65). Nfinnesota Pollution Control Agency (MPCA) staff kave review�d the draft AUAR for this
project. We have the following comments far consideration and response by tht city as it develops tho
fmal AUAR. .
�rosion, Sedimentation,. sin�d Snrface Watcr Rnnoff . �� • �• . , � . . . . .
^ W� �'vould l�ce to emph�asize that the requirements of the MPGA.'s General Cons�uction Storm :i�Vater
Feraiit must be followetl. Best Management Practices (BMPs) will apply during cansa�uction, as not�d
in tb�e�AUAR.�� We would �like to encourage the project proposcr to work cIosciy with its cons�uction
coz�tractors to ensure that appropriate BMPs are ased. The BMPs will help minimize or prevent impacts
&atts nmoffwhile the�soil is disturbed. Please keep m mind that dcvelopmtnt that disturbs 10 or more
contiguous aeres may require temporary sedimentation basins during co�astruction.
The documeni Iacked a discussion of tha potrntial impacts from runoff fram landscaping, the pavcd
parldng lo� and deicing materials. If parking ra�aps arc to be used, be sure to coasider the ruaoff from
all levels. Some prajiosers have anly considercd thc arta of tho footprint of the rea�tp, which does not
accouat for all the nmoff. These additional considcrations may af%ct �eatment requiremenLs.
PermatiWt ponds�must meet the criter.a in the :v�CA's gcnezsl permit, as indicated in the AUAR. The
ponds should be desigried to support wata quality goals for thc axea. Additional treatment goals you
may wish to consider ar�e 60 perernt removal o f phosphonis and 70 percent reduction m sedimcnt
�viiiumizing the amount of impervious surfacc,s, as discussed, wi]] also help maintain the Quality of the
watezshed.
It appears that the final landscaping plaa for the property has not beezt determined. Thc MPCA would
like to eneourage thc use af native plants, trees, and s�rtubs for revegetating thc site after cans�uctioa.
; 'i`he use of native�plants,, in eithcr a�garden or meadow, has a numb�r.of environme,ntal•benefm. Native
plants typically'require less fcralizatioa: The roduction or�elimination of herbicides and pesticides is
a15o lijtely conipar�d to othcr typcs of plantings. These�things reduce the pot�ntial for contsminated :�
rimo�#'and:irnpacta to ovildli�'c. �Less watoring may be needed ance�native plants.are �establishe�d, .•: .
depending on soil conditionsarid the types of plants selected. Less frequcnt mowing foz native plantin.gs
saves fuol, snd reduccs air cznissions and noise.
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52o Latayette Rd. N.; S� Paul, MN SSi55-419a; (612) 296-6300 (Voice); {612) 282-5332 (i'T1')
Regionai Offices: Duluth • Brainerd • Detroit Lakes - Marehall • Rochester
EGual O000RUnhv Emolover • ➢rinteei nn ror.�r.uari no�..,,..�.w.... .. i.... onv. ��.._ �— ----- -'— _._. �.. --- -. -• •
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Ms. Barbara Dacy
Page Thrce
Med�onic has implemtntcd somc ?ravcl Dcmand Niana�ement (TDIvn strategies at its existing �• .
facilities. � We recommead that the City of Fridley work with ihe compazry tb develap a.Transpo�ta�on �
Management Plam ('Tiv�) for the proposcd dcvclopment Elements of a TMP should inelud� ?DI►�
sttategies aad the pstiunotion of altcrnatives to the sinQle occupancy vef�icle. This will r�duce co��on
aad air poIIutian aad improve transit and othc.r alte�mativcs to the automobile. We cacotaage altematrves
to the single occupaacy vehicic includia$ transit, car and vanpooIing, bildng and walTdv�g, aad fle�time
and telccommuting. Tha AUA.R contained ao estimates of ti�e eucrent and proje�ted availability of mass
transit service to the smdy aa�ca. This rype of infotmation should also be included in the final AUAR.
Air Linissions . . . - . . . • � . � . . , . • . . . . •
�he typ�s of light industry that m�ay locate oa the pmperty are uot ytt identified. As notcd in the AUAR,
a new project may require iadividual environmental review because of potrntial air emusions. 'We
wouId remind the city, howcvcr, that offices or hotels sometimes nad an air emissiori pexmit far hest��
boilen or gcnerator sets cvcn though no envir��nmental assessmcnt worksh�et is requirad. We advisa tho
project proposer aad othcr facilities within the AUAR azea to review the air emission per�ait
requiremrnts grior to const�vction of their buildings. �
We look forward to recciving yo�u writtet� tesponses to these commrnts, as wcll as thc final AUAR. If
you have aay questions, please contact me at (651)296-6703.
Sincerely,
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Babara Conri
Plarincr Principal
Operations and Planning Section
Metro District
BC:sjs
cc: Crrtgg Downing, Eaavironnnental Quality Board
Do»n Hagmann, Medfiroaic
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APPENDIX F
RESPONSES TO CiTY COMMENTS ON THE
pRAFT AUAR DOCUMENT
(Original comment letters follow responses)
City of Fridley Environmental Quality and Energy (EQE) Commission
1. The proposed development includes storm water treatment ponds designed to comply with Rice
Creek Watershed District storm water management requirements, and the Minnesota Pollution
Control Agency General Permit to Discharge Storm Water associated with a construction
activity under the National Pollutant Discharge Elimination System/State Disposal System
Permit Program. The pond design requirements are based on the Environmental Protection
Agency's Nationwide Urban Runoff Program (NURP) that focused on determining the need for
control of pollutant's and assessing performance characteristics of control techniques. Wet
pond storm water basins have been shown to be consistently effective at pollutant reduction.
Studies in the Metropolitan Area (Oberts, G, et a1.1989) show storm water detention basins can
� substantially reduce suspended solids, total phosphorus, total nitrogen and total lead by
75%, 47%, 40%, and 67% respectively. Trap efficiencies vary and depend on basin
- configuration, flow characteristics, and pollutant loading.
Pond outlets will be designed to trap floatable pollutants including oils and trash. The amount
of impervious parking surface exposed to rainfall will be minimized through construction of
multi-level parking ramps. This will reduce the opportunity for pollutants associated with
� automobiles in parking lots to be transported downstream by storm runoff.
A phosphorus budget has not been prepazed for Moore Lake. No specific water quality
� concerns have been identified by Rice Creek Watershed District or the Minnesota Department
of Natural Resources. The proposed water quality basins will reduce loading of phosphorus
�� attached to suspended solids. The proposed development will reduce the amount of maintained
€ turf from about 35 to 17 acres. This will result in less application of fertilizer and lawn
� chemicals.
The development will incorporate methods to reduce storm runoff to the extent practical. The
additional runoff from impervious surfaces will not have a noticeable effect on the west basin
of Moore Lake. Assuming an increase in runoff from 2.3" to 4.0" from the 100 year-24 hour,
5.9" design storm, and given the approximate 57-acre lake surface area, the lake level will
temporarily rise 0.6" due to the 100-year storm event.
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HUUSING
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RED�VEL�PII�ENT
A�UTH012ITY
DATE: January 20, 1999
� TO: Jennie Ross, SRF Consulting
Donna Roscoe, SRF Consulting
Linda Fisher, Larkin, Hoffman, Daly, 8� Lindgren
�ROM: Barbara Dacy, Community Development Director
SUBJECT: Environmental Quality and Energy Commission (EQE) Comments of
the AUAR, January 19, 1999 � �
� To follow are the lisi of comments that the Cit�s advisory commission, the
Environmental Quality � Energy Commission; had on the Fridley Lake Pointe Center
AUAR:
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1. The Commission was concerned about the water qualiiy treafinent of the storm
water directed to Moore Lake. They understand that the ponds will be sized to hold
the volume of water, however, they are concemed about what #ypes of inethods will
be used io take care of the chemicals that come from the parking ramps and the
lawn fertilizers. They asked what kind of ireatment would be provided for the
petroleum types of materials and other chemical rnaterials. They are also
concerned about the impact of the storm water on the amount of phosphorus in
Moore Lake. Unlike other lakes, there is not a lot of movement through the iake;
and, because of the shallow depth, they are also concemed that the amount of run-
off wili adversely affect the appearance of the lake. Finally, the Commission is
concemed about the "surge flow" into the lake, meaning the additional volume of
water that will be discharged into Moore Lake.
2. The Commission wan#ed to know #he amount of the water use that will occur as a
result of the amount of square footage proposed on the campus and is that within
the City's capacity? In addition, they are concemed with the amount of water that
wi(I be used for irrigation and that sometimes the ponds may be dry for irrigation
purposes. The Commission also wanted to know what type of wa#er conservation
programs they would employ in the campus. �
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MEM4RANDUM
DEVELOPMENT DIRECT�R
� DATE: February 11, 1999
TO: Jennie Ross, SRF Consulting, Donna Roscoe, SRF Consulting, Linda
Fisher, Larkin, Hoffman, Daly, Lindgren
FROM: Barbara Dacy, Community Deyelopment Director
SUBJECT: Planning Commission Comments on the AUAR, February 3, 1999
^ To follow are the two comments that the City's Pianning Commission had on the Fridley
Lake Pointe Center AUAR.
1. The Planning Commission recommended that water quality tests be conducted
on a regular basis in Moore Lake. The commission aske� if it was tested on a
regular basis now, and if not a program should be established to begin this
spring prior to construction. The purpose of the testing would be to analyze the
changes in phosphorous and nitrogen.
� Since the Planning Commission meeting, staff has determined that the Rice
� Creek Watershed District has a program available where if the City conducts the
testing the Watershed District wi(I pay for the laboratory testing. City staff is now
� in the process of finding the appropriate personnel to conduct the tests. Water
J quality tests have not been taken on Moore Lake for several years. Kate
Drewery from Rice Creek Watershed District said that she might have a report
which was completed four or five years ago by a volunteer analyzing the quality
of the lake. She was to research her files and get back to me as to the testing
parameters for that particular study. Assuming the parameters of the testing can
be determined, staff is confident that the City will be able to find someone to
conduct the tests over the next several years.
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Med�nOrliCO
Drawin I ndex
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A1 � Bufiding Elevations
A101 Section Looking West
C100 Site Survey v
C101 Master Site Plan
- C102 Phase 1- Master Site Pian � .
C060 Phase I- Site Survey
C061 Phase t- Site Demol+tion
C062 Phase I- Layout Plan
C063 Phase I- Grading /Drainage Plan
_ C064 Phase 1- Utility Plan
C064a Phase I- lJtility Plan� Bridgewater Drive _
C065 Phase i- Erosion Control Plan
C066 Phase i- Ptantlng Plan
CA6T Phase t- Erosion Contro( Detaits
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