05/17/1990 - City Council Regularr
AGENDA
REGUTAR MEETING
EAGAN CITY C0UNCIL
EAGAN, MINNESOTA
14UNICIPAL CENTER BUILDING
THURSDAY, MAY 17, 1990
6:30 P.M.
I. 6:30 - ROLL CALL & PLEDGE OF ALLEGIANCE (BLUE)
II. 6:35 - ADOPT AGENDA & APPROVAL OF MINUTES (BLUE)
III. 6:45 - DEPARTMENT HEAD BUSINESS (BLUE)
A. PUBLIC WORKS DEPARTMENT
1. Pond Pumping Requirements
IV. 6:55 - CONSENT AGENDA (PINK)
�j A. PERSONNEL ITEMS
Q'. B. FINAL PLAT, Wilmus Addition
C. FINAL PLAT, Coventry Pass 2nd Addition
�+$ D. CONSIDERATION of Minnesota Valley Transit Authority Bylaws
.(S E. DESIGNATION of Retained Franchise Fees for Central Services Maintenance - Video
Production Equipment
22- F. RESOLUTION to Provide Legal Lot Description for the Lot Split of Lot 5, Zehnder Acres
P.2_�G. PROJECT 597, Receive Petition/Authorize Feasibility Report (Hills of Stonebridge 3rd
Addition - Trunk Storm Pond
Z�o H. CONTRACT 90-07, Approve Plans/Authorize Advertisement for Bids (1990 Streets & Trails
/ - Sealcoating)
pr 1< I. CONTRACT 87-06, Acknowledge Completion/Authorize Final Payment (Pilot Knob Trunk Storm
I Sewer Improvements.
J. CONTRACT 88-22, Acknowledge Completion/Authorize Final Payment (Miscellaneous Projects
- Streets and Utilities)
P K. CONTRACT 87-K, Acknowledge Completion/Authorize City Maintenance (Sunset 12th Addition
- Streets & Utilities)
L. CONTRACT 87 -DD, Acknowledge Completion/Authorize City Maintenance (Eagandale Center
Industrial Park 10th - Utilities)
M. Vacate Utility Easement, Receive Petition/Authorize Public Hearing (Lot 10, Block 3,
P. Clearview Addition)
ZGI N. CONTRACT 89-03, Approve Contract for Architectural/Engineering Services with BRW Inc.
(Maintenance Facility Expansion/Remodeling)
,p 30 0. PERMIT, 4th of July Parade/Lions Club
Y
..50P. LICENSE, Refuse/Recycling, Nitti Disposal, 6639 Concord Blvd, Inver Grove Heights
P
V. 7:00 - PUBLIC HEARINGS (SALMON)
�3 A. PROJECT 590, South Pilot Knob Road - Streets & Utilities
."0 B. PROJECT 591, Tranby 1st Addition - Storm & Sanitary Sewer
C. PROJECT 592, Wilmus Addition, Trunk Storm Sewer
\t
VI. OLD BUSINESS (ORCHID)
G�?j . EXTENSION, Preliminary Plat for Eagan Woods Office Park II
f- q J " CONSIDER Appointment of Citizens Task Force to Study Conceptual Alternatives for
Combined YMCA and Ice Arena Facilities
IC70C. CONSIDER Adoption of Ordinance Amendment Regarding Water Quality Management Plan
Land/Pond Dedication Requirements
t0�O". CONSIDER Adoption of Ordinance Amendment Establishing a Storm Water Drainage Utility
P,t VII. NEW BUSINESS (TAN)
AAAPPOINTMENT/Solid Waste Abatement Commission Alternate Vacancy
, $ B.. APPLICATIONS for Massage Therapy Establishment and Massage Therapist Business License,
Ronald A. Morris, Hilltop Family Chiropractic Clinic
'Z
JC.
ORDINANCE to Facilitate Escrow Account Collection
T D. SPECIAL PERMIT, Cellular One to Allow a Cellular Telephone Site on Lot 1, Block 1,
Unisys Park (City Water Tower) NE 1/4 of Sec 9
E. VARIANCE, Brian Bebel, 30' Variance to the 50' Shoreline Setback on Lot 42, Block 1,
tDuckwood Estates, NE 1/4 of Sec 15
(9� F. VARIANCE, Mike & Betty Fedde, of 17' to the 30' Required Setback on Lot 4, Block 3,
7Brittany Addition
�4r,G. COMPREHENSIVE GUIDE PLAN AMENDMENT, Sherwood Downs Addition/Argus Development Inc,
Changing the Land Use Designation of Approximately 29 Acres from D -II (Mixed
Residential) to D -I (Single Family), a REZONING of 29.08 PD R-3 (Planned Development -
Townhouse Residential) and A (Agricultural) Acres to R-1 (Single Family Residential),
and a PRELIMINARY PLAT for 62 Single Family -Lots Located in the NW Corner of the
Intersection of Pilot Knob Road and Deerwood Drive in the NE 1/4 of Sec 21
1Q VH. COMPREHENSIVE GUIDE PLAN AMENDMENT, Southern Lakes Addition/Southorn Lakes
nr Partnership, Changing the Land Use Designation of Approximately 13 Acres from D -II
�V( (Mixed Residnetial) to D -I (Single Family), a REZONING of 13 Acres from A
(Agricultural) to Single Family, and a PRELIMINARY PLAT Consisting of 11 Lots Located
East of Highway 3 and North of Cliff Road, in the SW 1/4 of Sec 25,
VIII. ADDITIONAL ITEMS (GOLD)
I%. ADMINISTRATIVE AGENDA (GREEN)
R. VISITORS TO BE HEARD (for those persons not on agenda)
RI. ADJOURNMENT
MEMO TO: HONORABLE MAYOR AND CITY CO1tNCILMEMBERS
FROM: CITY ADMINISTRATOR HEDGES
DATE: MAY 11, 1990
SUBJECT: THURSDAY MEETING DATE
As a reminder to the Council, the regular City Council meeting for the third week of May,
1990, will be held on THURSDAY, MAY 17, 1990. This is necessary because of the School
Board elections which are being held on the regular Tuesday meeting date of the Council.
Because the Council meeting will not be held until Thursday, the Administrative Agenda
information packet will be delivered to the Council Tuesday evening, May 15, 1990.
If anyone has any questions or concerns, please feel free to contact me at any time.
SI Thomas L. Hedges
City Administrator
MEMO TO: HONORABLE MAYOR AND CITY COUNCH24E IBERS
FROM: CITY ADMMSTRATOR HEDGES
DATE: MAY 119 1990
SUBJECT: AGENDA INFORMATION FOR MAY 179 1"0 CITY COUNCIL MEETING
After approval is given to the May 17, 1990 City Council agenda and regular meeting
minutes for April 1, 1990 and special meeting minutes for April 26, 1990, the following
items are in order for consideration:
E $ W -I 4XIIALIPLIt It
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A. PUBLIC WORKS DEPARTMENT
Item 1. Pond Pumping Requirements --With the proposed implementation of a permanent
water conservation program, City staff has received a request to pump water from one of
our many lakes, ponds and/or wetlands to provide irrigation to the adjacent property. It
is anticipated that other similar requests will be forthcoming in light of the City's Water
Conservation Program.
Presently, the City does not have a formal policy that specifically addresses these types of
requests. Therefore, staff would like to review the situation with the City Council to
determine whether the City wants to permit this type of surface water appropriation or
whether it should not be permitted. The following are some of the benefits and
disadvantages that should be taken into consideration:
BENEFITS
• Conserve groundwater
• Possible cost savings to homeowners
• Recycles nutrients from ponds back onto lawns
CONCERNS
• Safety of young children who may want to drink from these lawn sprinklers
• Negative impact on pond elevations
• Reduces groundwater recharge abilities
• Possible noise and aesthetic objections from riparian property owners
Agenda Information Memo
May 17, 1990, City Council Meeting
If this surface water appropriation is to be permitted, it may require a detailed hydrologic
hydraulic analysis of the storm water ponding system to determine the maximum pumping
rate from any given pond thereby limiting permits to different ponds at different rates
(first come first serve?). There should also be a formal notification process to all riparian
property owners informing them of the application. Should this be a public hearing
process to hear all concerns pro and con, or would this be handled administratively
evaluating each concern on its own merits? Also, certain ponds may require surface water
appropriation permits from the DNR due to their public water designations.
In reviewing these various concerns, the Public Works Director has some reservations
regarding a program that would permit surface water appropriation for irrigation purposes.
The staff would like direction from the City Council so proper responses can be provided
to future requests.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve/deny a surface water
appropriation program.
Agenda Information Memo
May 17, 1990 City Council Meeting
There are items on the agenda referred to as Consent Items requiring one (1)
motion by the City Council. If the City Council wishes to discuss any of the items in
further detail, those items should be removed from the Consent Agenda and placed under
Additional Items unless the discussion required is brief.
PERSONNEL ITEMS
A. PERSONNEL ITEMS
Item 1. Seasonal Street/Equipment Maintenance Workers --After interviews, it is the
recommendation of Superintendent of Streets/Equipment Erhart that Jay Laramy and
Jamie Witt be hired as seasonal street/equipment maintenance workers for the coming
season.*
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the hiring of Jay Laramy
and Jamie Witt as seasonal street/equipment maintenance workers.
Item 2. Seasonal Park Maintenance Workers --Because a number of seasonal workers
have either decided not to accept the seasonal position with the City of Eagan or have
resigned after beginning work, it was necessary for City Administrator Hedges to approve
the hiring of a number of seasonal park maintenance workers since the last City Council
meeting (as he is authorized to do by City Council action). For the Council's information,
those workers so approved are: Larry Anderson, Duane Barton, Manoroth Bounnak,
Todd Buck, Tony Renlund and Steve Sheldon. This item is informational and no action
is required from the Council.*
Item 3. Seasonal Utility Maintenance Workers --After interviews, it is the recommendation
of Superintendent of Utilities Connolly that Brian J. Skok and Jaimison Sloboden be hired
as seasonal utility maintenance workers for the coming season.*
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the hiring of Brian J.
Skok and Jaimison Sloboden as seasonal utility maintenance workers.
Item 4. Seasonal Concession Worker --After interviews, it is the recommendation of
Recreation Supervisor II Peterson that Susan Garry be hired as a seasonal summer
concession worker.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the hiring of Susan Garry
as a seasonal concession worker.
3
Agenda Information Memo
May 17, 1990 City Council Meeting
s
Item S. Summer Recreation Workers --The Recreation Supervisors are currently
interviewing applicants for seasonal recreation positions with the City. A list of those
persons recommended for hire will be forwarded to the Council with the Administrative
Agenda information on Tuesday, May 15, 1990.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the hiring of the persons
recommended for hire by the Recreation Supervisors as seasonal recreation workers.
* Information concerning the hiring practices (advertisement, recruitment, etc.) for
seasonal workers at the City of Eagan is included in a memo attached to the
"Informational Memo" which accompanies this packet.
FINAL PLAT/W WS ADDITION
B. Final Plat, Wilmus Addition --All conditions, including the development agreement, for
consideration of the Wilmus Addition final plat have been received, reviewed and ar in
order for consideration. Please refer to the final plat drawing enclosed on page for
your review.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the final plat for Wilmus
Addition.
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FINAL PLATICOVENTRY PASS 2ND ADDITION
C. Final Plat, Coventry Pass 2nd Addition --AD conditions, including the development
agreement, for consideration of the Coventry Pass 2nd Addition final plat have been
received, reviewed and are in order for consideration. Please refer to the final plat
drawing enclosed on page 'I for your review.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the final plat for Coventry
Pass 2nd Addition.
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Agenda Information Memo
May 17, 1990 City Council Meeting
CONSIDERATIONIMVTA BY-LAWS
D. Consideration of Minnesota Valley Transit Authority By -Laws --The Minnesota Valley
Transit Authority (MVTA) Board of Directors is requesting that the City Council of the
City of Eagan formally approve the By-laws of the MVTA. These By-laws were reviewed
by the six -city managers/administrators in January and, after discussions at two (2) regular
board meetings, were adopted by the MTVA Board on April 19, 1990. The By-laws as
adopted incorporate changes discussed by the Board to reflect the seven member Board,
alternates to the Board, the five member voting "majority" and special meeting notice
requirements. It is recommended that the member cities formally approve the By-laws of
the MVTA in order to remove any doubt regarding the validity of those By-laws. All
future amendments to the By-laws ll require similar ratification by the member cities.
Attached on pages __9_ through is a copy of the Board -adopted By-laws.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the By-laws of the
Minnesota Valley Transit Authority.
Fol
0
BY-LAWS
of
MINNESOTA VALLEY TRANSIT AUTHORITY
ARTICLE I.
NAME
The name of this organization is the Minnesota Valley
Transit Authority.
ARTICLE II.
PURPOSE
The purpose of this Authority is to provide public transit
service for the cities of Apple Valley, Burnsville, Eagan, Prior
Lake, Rosemount and Savage.
ARTICLE III.
HOARD OF COMMISSIONERS
Section 1. The governing body of the Authority is its
Board, which consists of seven (7) Commissioners. Terms of the
Commissioners are set by the cities that have appointed them.
ARTICLE IV.
MEETINGSQUORUM, VOTE REQUIRED FOR ACTION OF THE BOARD
Section 1. The Board meeting schedule shall be determined
by the Board.
Section 2. All members are expected to attend regular
meetings of the Authority. Members shall contact the Executive
Director prior to the meeting if they are unable to attend, and
shall notify the alternate Commissioner and request that the
alternate attend. Three (3) consecutive absences, by a
Commissioner or alternate, from regular meetings shall result in
written notification from the Minnesota Valley Transit Authority
to the represented party requesting a replacement be made. The
r04/19/90
0
! party shall then appoint a successor to fill the remaining term
of office.
Section 3. In the absence of a Commissioner, the designated
alternate for the absent Commissioner shall act in the place of
the Commissioner with all authority of the absent Commissioner.
Section 4. Special meetings may be called by the
Chairperson or any two (2) Commissioners by written or telephone
notice to each member of the Board and office of the City
Manager/Administrator of each member city. Twenty-four (24) hour
notice shall be given in advance of the meeting.
Section 5. Emergency meetings may be called by the
Chairperson or Executive Director if the delay needed to call a
special meeting would cause serious harm to Minnesota Valley
Transit Authority. Only such matters may be acted upon at an
emergency meeting.
Section 6. Five (5) Board Commissioners shall constitute a
quorum, which shall be necessary for conducting the business of
the Board and exercising its powers.
section 7. Action of the Board shall require the affir-
mative vote of five (5) Commissioners.
Section S. Meetings shall be conducted in accordance with
the provisions of Revised Robert's Rules of Order, Second
Edition.
ARTICLE V.
COMMITTEES
The Board may establish standing and temporary committees.
a
ARTICLE VI.
OFFICERS
Section 1. Officers of the Authority shall consist of a
Chairperson, a Vice Chairperson, a Secretary, a Treasurer, and
such other officers as the Board deems necessary to conduct its
business and affairs. Officers shall be elected in January of
each year for a term of one year and until their successors have
been elected and qualified.
Section 2. Chairperson. The Chairperson shall preside at
all meetings of the Board. The Chairperson shall also appoint the
members of each standing or temporary committee from among the .
members of the Board and may designate a Chairperson of each such
committee. The Chairperson shall sign and execute all contracts,
agreements, deeds, and other documents and instruments made by or
on behalf of the Authority.
Section 3. Vice Chai erson. In the absence of the
Chairperson, the Vice Chairperson may exercise all the duties and
powers of the Chairperson.
Section 4. Secretar . The Secretary of the Authority shall
maintain a record of all of the proceedings of the Board,
provided, however, the taking and preparation of minutes may be
performed by a recording secretary. The Secretary may attest to
the signature or signatures of such officer or officers of the
Authority who may sign or execute any document or instrument on
behalf of the Authority.
Section 5. Treasurer. The Executive Director shall be the
official custodian of all of the financial records of the
Authority, under the guidance or direction of the Treasurer.
-3-
0
ARTICLE VII.
EXECUTIVE DIRECTOR
The Commission may employ an Executive Director who shall
have general supervisory authority over administration of all of
the business and affairs of the Authority, including, but not
limited to, administration of the transit system or systems
provided by the Authority, contracts for transportation service,
marketing and promotion of such services, as well as
recommendations for changes or additions to the transportation
services provided. The Executive Director shall have the care and
custody of all funds of the Authority and shall deposit the same
in the name of the Authority in such bank or banks as the Board
may select. The Executive Director shall perform such other
duties and functions as may be required from time to time by the
Board. Compensation of the Executive Director shall be
established by the Board. The Board may also employ other
persons, from time to time, as determined necessary for the
efficient operation and delivery of transit service.
ARTICLE VIII.
DISBURSEMENT OF FUNDS
Section 1. Disbursement of funds shall be by an order drawn
by the Chairperson and the Executive Director upon the Treasurer.
Except when issued for the payment of judgments, salaries, and
wages previously fixed by the Board or by statute, principal and
interest on obligations, rent, and other fixed charges, the exact
amount of which has been previously determined by contract
authorized by the Board, and except as provided hereafter, no
order shall be issued until the claim to which it relates has
-4-
12-
been audited and allowed by the Board. Upon allowance by the
Board, a claim may be paid.
Section 2. When payment of a claim based upon contract can
not be deferred until the next Board meeting without loss to the
Authority through forfeiture of discount privileges, or
otherwise, it may be paid immediately if the itemized claim is
endorsed for payment by at least a majority of all members of the
Board. The claim shall be acted upon formally at the next Board
meeting in the same manner as if it had not been paid.
Section 3. Any officer or other agent or employee of the
Authority who is authorized, singly or in conjunction with
another or others, to sign checks, drafts, warrants, warrant
checks, vouchers, or other orders on public funds on deposit in a
depository bank may authorize the bank to honor any such
instrument bearing a facsimile of that persons's signature and to
charge the same to the account upon which drawn as fully as
though it bore his manually written signature. Any one or more or
all of the signatures upon any such instrument may be facsimile
as herein provided.
ARTICLE IS.
AMENDMENTS
These By-laws may be amended at any regular or special
meeting of the Board with the approval of five (5) Commissioners
of the Board, provided a copy of the proposed amendment has been
furnished to each Commissioner of the Board at least ten (10)
days prior to the meeting, subject to ratification by each party.
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�3
Motion to Adopt By-laws: Commissioner White
Motion Seconded By: Commissioner McKee
Ayes 7 Nays 0
ADOPTED by the Minnesota Valley Transit Authority this 18th
day of April, 1990.
ATTEST:
Its Executive Director
MINNESOTA VALLEY TRANSIT AUTHORITY
BY:
t�
Its Chairperson
Agenda Information Memo
May 17, 1990 City Council Meeting
DESIGNATION OF FRANCHISE FEES EO PRODUCTION EQUIPMENT
E. Designation of R ined Franchise Fees to Purchase Video Production Equipment --
Enclosed on pages through is a copy of a memo from Assistant to the City
Administrator Hohen tein, with attachments, requesting that the City Council approve the
transfer of retained franchise fees to the General Fund in an amount not to exceed $1,900
for the purchase of video production equipment for the Central Service Maintenance
Division. Such equipment was included in the General Fund budget for this division for
1990.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the transfer of retained
franchise fees to the General Fund in an amount not to exceed $1,900 for the purchase
of a Quasar Super VHS camcorder and related equipment for the Central Service
Maintenance Division pursuant to the 1990 General Fund budget.
MEMO TO: CITY ADMINISTRATOR HEDGES
FROM: ASSISTANT TO THE CITY ADMINISTRATOR HOHENSTEIN
DATE: XAY 11 1990
SUBJECT: USE OF RETAINED FRANCHISE FEES FOR CENTRAL SERVICES -
MAINTENANCE VIDEO PRODUCTION EQUIPMENT
Attached you will find a memorandum from Cable Coordinator Reardon
regarding a request for purchase of video equipment by our
Maintenance Central Services Division. Such equipment was included
in the general fund budget for this division for 1990.
As is indicated in the memorandum, Street Supervisor Struve is
interested in using this equipment to produce a number of
government access cable programs in the areas of snow removal, seal
coating, street sweeping and boulevard maintenance. If the use of
this equipment is substantially cable related in nature, it may be
appropriate under current policy to apply retained franchise fees
to it. This will also relieve some stress on the general fund
budget given the recent cuts mandated by the legislature.
In the memo, Street Supervisor Struve has identified a Quasar Super
VHS camcorder and related equipment in the amount of approximately
$1,900. Because this equipment has been previously approved in the
budget and because it appears to be eligible for alternative
funding under current policy, I would request that you bring this
matter to the Council's attention for action at your next
opportunity. Related to this, I believe that Street Supervisor
Struve and Cable Coordinator Reardon should work with
Administrative Assistant Witt in pursuing quotations in this regard
and that the purchase be executed with the appropriate transfer of
funds from the retained franchise fee account.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the
transfer of retained franchise fees to the general fund in an
amount not to exceed $1,900 for the purchase of a Quasar Super VHS
camcorder and related equipment for the Maintenance -Central
Services Division pursuant to the 1990 general fund budget.
Ass to to the City Administrator
cc: Cable Coordinator Reardon
Street Supervisor Struve
Park Operations Supervisor Pelletier
Attachments
JDH/jeh
4WEAAN
COMMUNICATIONS
Z COMMISSION
3830 PiLOT KNOB ROAD, EAGAN, MN 55122-1897
612 454-8100
MEMO TO: JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR
FROM: MIRE REARDON# CABLE COORDINATOR
DATE: APRIL 18, 1990
SUBJECT: PUBLIC WORKS PURCHASE REQUEST -VIDEO PRODUCTION EQUIPMENT
Background
As you are aware, the City of Eagan's departments have been
requested to consider what types of programs their departments
could produce for the government access channel. The purpose of
the programs would be informative in nature with an emphasis placed
on educating the public in regards to specific programs or
activities each department is conducting. Tom Struve, Supervisor
of Streets in the Public Works Department, has enthusiastically
taken this request to heart and is planning on doing several
programs for the government access channel. The four productions
Mr. Struve is currently considering are snow operations,
sealcoating, street sweeping and boulevard maintenance. The
programs would assist the citizens of Eagan in understanding the
purpose of four such operations, how the operations are conducted
and how it affects the citizens.
Attached you will find two memos from Mr. Struve outlining his
plans for production and questions he has in regards to such
productions. The main question Mr. Struve has at this time is the
purchasing of video production equipment. Please refer to the
memos for background information.
Discussion
Over the last month, Mr. Struve and I have discussed purchasing
options available to his department in regards to purchasing video
production equipment. I have informed him there are funds perhaps
available in the form of retained franchise fees. As the main
purpose for purchasing equipment appears to be producing programs
for the government access channel, it would seem the use of
retained franchise fees might be an alternative funding source for
the purchase of the equipment. It is my understanding there is
currently approximately $230,000 in retained franchise fees. Mr.
Struve's request amounts to $1,888.
1-1
Recommendation
Based on the two memos from Mr. Struve and my conversations with
him, the intended nature of the productions, the benefit to the
citizens of Eagan, and the purpose and availability of retained
franchise fees, it is my recommendation that these fees be
considered for assisting in purchasing such equipment.
Summary
I am very excited to hear that one of the departments is
considering such programming and hope that this memo can be of
assistance in furthering development of programming for the
government access channel. As you will note, one of the memos is
also signed off from Rich Pelletier, Park Operations Supervisor.
It is my understanding that Mr. Pelletier would also be using this
equipment to produce some programs for the government access
channel. Also, please note that several of the programs currently
being considered are seasonal in nature and would be most
beneficial to the citizens if produced as soon as possible.
Therefore, please consider my recommendation as soon as possible.
If I can be of any further assistance regarding this matter, please
do not hesitate to contact me.
Cable Coordinator
Attachments
11
MEMO TO: MIKE REARDON, COMMUNITY CABLE TV COORDINATOR
FROM: TOM STRUVE, SUPERVISOR OF STREETS
RICH PELLETIER, PARK OPERATIONS SUPERVISOR
DATE: APRIL 16, 1990
SUBJECT: VIDEO PRODUCTION - EQUIPMENT
Please see enclosed copy of my memo of January 16, 1990. We are
moving forward with our plans for purchasing our video equipment
to produce the public information programs which I have described.
I understand that funds are available from access fees paid by
North Central Cable Company which operates in our community.
It seems appropriate that because a majority of our productions
will be used for public information shown on the community access
channel, that we would request that the equipment we are purchasing
be paid for by available retained franchise fees.
We intend to purchase from Alpha Video and Audio Company,
Bloomington, Minnesota, the following:
(1)
VM Z7AC
Quarsar SVHS Camcorder
$ 1,525.00
(1)
RV 45
Extra battery
45.00
(1)
Model 3134
Bogen Tripod
119.00
(1)
Model 151VR
Nady wireless remote
199.00
microphone
Could you please channel this request through the appropriate
individuals and let me know as soon as possible about approval.
We're excited about this new project and the prospect of getting
the Public Works and Parks information out to the public.
Please help us to expedite this, Mike.
Tom Tuve Rich Pelletier
Street Supervisor Park Operations Supervisor
TS/nab
Enclosure
l`1
s
MEMO TO: MIKE REARDON, CABLE TV COORDINATOR
FROM: TOM STRUVE, SUPERVISOR OF STREETS
DATE: JANUARY 16, 1990
SUBJECT: VIDEO PRODUCTION OF STREET MAINTENANCE ACTIVITIES
As per your suggestion, our department is exploring possibilities involving production of
video pertaining to primary job functions and operations within the scope of our
department.
It seems appropriate that our goals would be as follows:
L Present to the public, information which may help to eliminate
some of the "mystery" about why and how we do things in the
way we do and generate some support for the inevitable:
inconvenience which is caused.
2. Emphasize our productivity and quality and generally "blow our
own horn" to enhance a positive public image.
3. Attempt to create a communications link which may
demonstrate accountability through availability of
responsiveness by making available phone numbers and
directing questions or comments.
I believe we can achieve these goals by maintaining control of the content of these
productions "in house" and I would be very willing to contribute a portion of my time to
this effort. I am trained to operate most of the existing video cameras and editing and
production equipment which Northern Dakota County Cable uses as a result of volunteer
efforts in past years.
In representing Public Works at Eagan using this equipment, it seems prudent to explore
the issue of liability to the City in case of equipment damage. My experience in the past
indicates that loaned equipment and studio equipment is used after signing an agreement
for some liability. Is this still the case? Because of the community service connection, is
this applicable here?
I would appreciate it if you could research this, Mike, and contact me in the near future
indicating what level of staff support our department could expect.
MIKE REARDON
PAGE 2.
JANUARY 16, 1990
With proper media co-ordination, I see an effort in this direction as a much needed
element of positive exposure which we can control and utilize to enhance public relations.
Tom Struve
Supervisor of Streets
TS/nab
a I
Agenda Information Memo
May 17, 1990 City Council Meeting
RESOLUTIONILEGAL LOT DESCRIPTION T SPUTYLOT 51ZEHNDER ACRES
F. Resolution to Provide Legal Lot Description for the Lot Split of Lot 5, Zehnder Acres-
-In official action at the regular City Council meeting held on August 2, 1988, a lot split
for Lot 5, Zehnder Acres was officially approved. A resolution for waiver of plat for this
lot split was prepared as usual. However, the original resolution which was prepared did
not contain what Dakota County considered an adequate description of the lot split. It
merely said, "to split Lot 5, Zehnder Acres into separate parcels". The County is requiring
that a more specific description of the lot in question be contained in the resolution.
Therefore, "Exhibit A' has been added to the original resolution. It is necessary for the
City Council to approve the resolution as a whole, with the addition of Exhibit A.
According to the Community Development Department, the updatei7is,
scription is
accurate. Enclosed for the Council's information on pages 23 through a copy of
the resolution as updated.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the updated version of
the resolution concerning the lot split of Lot 5, Zehnder Acres.
WAIVER OF PLAT
R E S O L U T I O N
WHEREAS, a regular meeting of the City Council of the City of
Eagan, Dakota County, Minnesota, was held on August 2, 1988 , at the
Eagan Municipal Center at 7:00 o'clock; and
WHEREAS, a hearing pursuant to notice-- was held at said meeting concerning
the application of Vincent J. Kennedy
for waiver of plat for the following purpose: To split Lot 5, Zehnder
Acres into separate parcels accordincr to Exhibit "A" attached.
on the following described premises: Located in the SEa of Section 4
north of Lone Oak Road and west of Pilot Knob Road.
0
NOW THEREFORE, upon motion by Egan , seconded by Wachter
it was RESOLVED that said application for waiver of plat of the above
described premix es be, and it hereby is, approved.
Those in favor: All
Those against:
None
Dated: Aucrust 2. 1988
CITY COUNCIL
CITY OF EAGAN
ff', ATTEST: BY: �7L0
Its erk Its Mayor
25
SCALE IN FEET
EXHIBIT "A"
LEGAL DESCRIPTION:
PARCEL 'A'
Mat part of LOT -5, MENDER ACRES, Dakota County, Minnesota
lying north of the south 170.00 feet thereof.
PARCEL 'B'
the. -south 170.00 feet of LOT 5, MENDER ACRES, Dakota County, Minnesota.
subject to an easement for ingress egress purposes over the east 30.00',feet.
a�
Agenda Information Memo
May 17, 1990, City Council Meeting
RECEIVE PETITIONIAUTHORIZE FEASIBILITY REPT
MLLS OF STONEBRIDGE 3RD ADDN)
G. Project 597, Receive Petition/Authorize Feasibility Report (Hills of Stonebridge 3rd
Addition - Trunk Storm Pond) --With the proposed development of the above -referenced
subdivision, the developer has petitioned the City to proceed with the acquisition of Pond
JP -27 located west of Dodd Road and north of Diffley Road. Although this pond is not
necessary to accommodate the runoff from this development, a pond will be created on
property outside the limits of this development due to the 3rd Addition eliminating the
natural outflow from this existing low lying drainage basin.
The developer has guaranteed all costs associated with this feasibility report if for some
reason the project is not approved through the public hearing process.
ACTION TO BE CONSIDERED ON THIS ITEM: To receive the petition and authorize
the preparation of a feasibility report for Project 597 (Hills of Stonebridge 3rd Addition -
Trunk Storm Pond JP -27).
APPROVE PLANSIAUTHORIZE AD FOR BIDS
(1990 STREET & TRAILS SEALCOATING)
H. Contract 90-07, Approve Plans/Authorize Ad For Bids (1990 Street & Trails
Sealcoating)--As a part of the annual sealcoat maintenance program, City staff has
prepared detailed plans and specifications for sealcoating of our streets and trails. These
plans were put together in accordance with the funding allocations provided for in the
1990 Budget and Major Street Fund contributions.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the plans for Contract 90-
07 (1990 Street & Trail Sealcoating) and authorize the advertisement for a bid opening
to be held at 10:00 a.m., on Friday, June 15, 1990.
ACKNOWLEDGE COMPLETIONIAUTHORIZE FINAL PYMT
(PILOT KNOB TRUNK STORM SEWER IMPROVEMENT)
I. Contract 87-06, Acknowledge Completion/Authorize Final Payment (Pilot Knob Trunk
Storm Sewer Improvement) --With the completion of the installation of trunk storm sewer
facilities associated with the upgrading of Pilot Knob Road, the City has received a request
for final payment from the contractor along with the certification from the City's consulting
engineering firm verifying the improvements satisfactorily comply with City approved plans
and specifications. The delay associated with finalizing this contract resulted from the
contractor disputing the City's deduction of $6,700 from the final pay amount due to
noncompliance with the specified completion date. This issue was challenged through the
a.�
Agenda Information Memo
May 17, 1990, City Council Meeting
formal arbitration process with the City claim being validated. All final inspections have
been performed by representatives of the Public Works Department and found to be in
order for final payment and perpetual City maintenance.
ACTION TO BE CONSIDERED ON THIS ITEM: To acknowledge completion and
authorize the fifth and final payment for Contract 87-06 (Pilot Knob Road - Trunk Storm
Sewer) in the amount of $5,811.84 to S.J. Louis Construction, Inc., and accept for
perpetual City maintenance subject to warranty provisions.
ACKNOWLEDGE COMPL ETIONIAUTHORIZE FINAL PYMT
(MISCELLANEOUS PROTECTS - STS & UTILITIES
J. Contract 88-22, Acknowledge Completion/Authorize Final Payment (Miscellaneous.
Projects - Streets & Utilities) --This project provided for the installation of streets and
utilities to the following projects:
Project 514, Duckwood Drive - Streets & Water Main
Project 521, Yorkton 2nd Addition - Storm Sewer
Project 530, Kindercare - Water Main
Project 535, Carlson Lake - Lift Station Upgrade
Project 539B, Eagandale Center Industrial Park 10th Addition -
Storm Lift Station
We have received a request from the contractor for final payment along with a
certification from the consulting engineer indicating that all construction was in compliance
with City approved plans and specifications. All final inspections have been performed
by representatives of the Public Works Department and found to be in order for final
payment and perpetual City maintenance.
ACTION TO BE CONSIDERED ON THIS ITEM: To authorize the 7th and final
payment for Contract 88-22 (Miscellaneous Projects - Streets & Utilities) in the amount
of $13,605.04 to O & P Construction, Inc., and authorize perpetual City maintenance
subject to warranty provisions.
Agenda Information Memo
May 17, 1990, City Council Meeting
ii -
ACKNOWLEDGE COMPLETION/AUTHORIZE CITY MAINTENANCE
(SUNSET 12TH ADDITION - STS & UTILITIES)
K Contract 87-K, Acknowledge Completion/Authorize City Maintenance (Sunset 12th
Addition - Streets & Utilities) --The installation of public streets and utilities to service the
Sunset 12th Addition were designed and installed privately by the developer under terms
and conditions of the development agreement for that subdivision. These public
improvements have now been completed, inspected by City staff and found to be in
compliance with the approved plans and specifications. The developer is requesting formal
Council acknowledgement of their completion and the City's assumption of perpetual
maintenance responsibility subject to the warranty provisions of the development
agreement. The staff has reviewed this information, concurs with this request and
recommends favorable Council action.
ACTION TO BE CONSIDERED ON THIS ITEM: To acknowledge completion of Project
87-K (Sunset 12th Addition - Streets & Utilities) and authorize the assumption of
perpetual maintenance responsibilities by the City subject to appropriate warranty
provisions.
ACKNOWLEDGE COMPLETIONIAUTHORIZE CITY MAINTENANCE
(EAGANDALE CENTER INDUSTRIAL PK 10TH ADDN - UTILITIES]
L. Contract 87 -DD, Acknowledge Completion/Authorize City Maintenance (Eagandale
Center Industrial Park 10th Addition - Utilities) --The installation of public streets and
utilities to service the Eagandale Center Industrial Park 10th Addition were designed and
installed privately by the developer under terms and conditions of the development
agreement for that subdivision. These public improvements have now been completed,
inspected by City staff and found to be in compliance with the approved plans and
specifications. The developer is requesting formal Council acknowledgement of their
completion and the City's assumption of perpetual maintenance responsibility subject to
the warranty provisions of the development agreement. The staff has reviewed this
information, concurs with this request and recommends favorable Council action.
ACTION TO BE CONSIDERED ON THIS ITEM: To acknowledge completion of Project
87 -DD (Eagandale Center Industrial Park 10th Addition -Utilities) and authorize the
assumption of perpetual maintenance responsibilities by the City subject to appropriate
warranty provisions.
Agenda Information Memo
May 17, 1990, City Council Meeting
VACATE UTILITY EASEMENT/LOT 10, BLOCK 3, (CLEARVIEW ADDN)
M. Vacate Utility Easement, Receive Petition/Authorize Public Hearing (Lot 10, Block 3 -
Clearview Addition) --The City has received a petition requesting the vacation of drainage
and utility easements dedicated over portions of Lot 10, Block 3, Clearview Addition, that
were required as a condition of a Waiver of Plat splitting this lot into two buildable lots.
Subsequent to the finalization of the house plans for the newly created lot, the property
owner has elected to revise the location of the storm sewer and utility easements necessary
to provide service to the new lot. These new easements have been dedicated to the City
as a condition of consideration for vacating the old easements. It would now be
appropriate to schedule a public hearing to consider formal comments regarding the
proposed vacation of these easements.
ACTION TO BE CONSIDERED ON THIS ITEM: To receive the petition to vacate
utility easements (Lot 10, Block 3 - Clearview Addition) and schedule a public hearing to
be held on June 19, 1990.
Agenda Information Memo
May 17, 1990 City Council Meeting
CONT. 89-03. APPROVE CONTRAMARCMMCEL RAL!ENGINEERING
SERVICES -MAINTENANCE FACILITY
N. Contract 89-03, Approve Contract for Architectural/Engineering Services with BRW,
Inc. (Maintenance Facility Expansion/Remodeling)--In March of 1988, the City Council
approved the selection of the architectural/engineering firm of BRW, Inc. to perform
architectural related services on an as -needed basis. Contract 89-03 provides for the
expansion/remodeling of the Public Works/Parks Maintenance Facility. It would be
appropriate to enter into a formal agreement for these architectural/engineering services
with BRW, Inc. The contract has been submitted to City staff, reviewed and is being
recommended for favorable Council action.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the contract for
architectural/engineering services for Contract 89-03 (Maintenance Facility
expansion/remodeling) and authorize the Mayor and City Clerk to execute all related
documents.
Agenda Information Memo
May 17, 1990 City Council Meeting
PARADE PERA1111IONS CLUB
O. Permit, 4th of July Parade/Lions Club --The City has received an application for a
parade permit from Dr. Donald C. Clark representing the Eagan Lions Club. The permit
is requested for the Annual 4th of July Parade. The parade route will run from Rahn and
Beau De Rue Drive west to Nicols Road, south the Shale Lane, and then east. The
parade will end at Rahn Park. The setup will begin at 9:00 a.m., the parade is scheduled
to start at 10:00 a.m. and it is expected that the length of the parade will be approximately
one hour and 45 minutes. The Police Department is recommending approval of this
permit.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve a parade permit for July
4, 1990 for Dr. Donald C. Clark representing the Lions Club for the Annual 4th of July
Parade.
REFUSE/RECYCLING LICENSE-NITTI DISPOSAL
P. License, Refuse/Recycling, Nitti Disposal, 6639 Concord Blvd, Inver Grove Heights --
Mr. George Nitti of Nitti Disposal Inc. of Inver Grove Heights, Minnesota has applied for
a refuse/recycling license with the City of Eagan. The license would be for multiple
dwelling/commercial property. Nitti Disposal intends to operate two trucks in the City of
Eagan. Nitti Disposal Inc. is licensed currently in the Cities of St. Paul, Inver Grove
Heights, West St. Paul, South St. Paul, etc.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve a refuse/recycling license
for Nitti Disposal Inc.
Agenda Information Memo
May 17, 1990, City Council Meeting
SOUTH PILOT KNOB RD
A. Project 590, South Pilot Knob Road (Streets & Utilities) --On April 17, the City
Council received the feasibility report for the continued upgrading of Pilot Knob Road
(County Road 31) from Rebecca Lane to 138th Street in Apple Valley. Upon receipt of
that report, the Council ordered a public hearing to be held on May 17 to receive formal
comments regarding this proposed improvement by Dakota County. Enclosed on pages
through Z;c is a copy of the feasibility report identifying the proposed
improvements associated with this project and the method of financing the City's
proportionate share through special assessments. All notices have been published in the
legal newspaper and sent to all property owners informing them of this public hearing.
Representatives from the Dakota County Highway Department will be available to discuss
the proposed improvements and help answer any questions or concerns that may arise.
ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and
approve/deny Project 590 (S. Pilot Knob Road - Streets & Utilities) and, if approved,
authorize the execution of the appropriate cost participation agreements with Dakota
County.
31
r
Report for
Dakota County Road No. 31
(Pilot Knob Road)
Utility and Street Improvements
Project No. 590
Eagan, Minnesota
April 1990
File No. 49505
Bonestroo
.�. Rosene
Anderiik
Associates
. a Arehft. fs
OL ftut Mhummia
3�
C,
a
Bones t roo
Rosene
Anderilk &
Associates
Engineers & Architects
April 17, 1990
Ono G. Soneshoa PE.
Keth A Gco o . PE
Rober.:4. Rosen. AE
Rk:hoc! k' Poo—' FE.
Joseph C. Amderhk P.E.
Donald C &stgardL PE
RKhard E Timer, PE
Jeny A SouWn. PE.
James C. dson P.E.
Mark A Hanson, P.E
Glenn 4 Cook PE
Ted K Feld PE.
Thomas E Noyes. PE.
Michael T R&Amann, P.E
Robert G. m Scft P.E.
Raber, R P gferle. P.E
Marvin L. Sorvala. P.E.
DoW 0. Loskota RE
Thomas W. Peterson. P.E
Honorable Mayor and City Council
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Re: Dakota County Road 31/
Pilot Knob Road
Street and utility Improvements
Project No. 590
Our File No. 49505
Dear Mayor and Council:
Michael C Lynch, RE
Jamc3 R. Maand. P.E.
Kenneth P Anderson. P.E
Mark R Rohs P.E.
Robert C MAsek. AJA
Thomas E. Angus P.E.
Hmad A Sanford PE
Danlef, J. Edgerton. PE.
Mark A. Seip. PE
ftAp J Cwv." PE
Mark D Walks. PE.
Thorns R. ArKlerson. AJ,A.
Gary F "nder RE
M6es B. Jensen, P.E
L PARD GrM7 R,. PE.
Charles A. Erkkson
Leo M Pawessky
Harlan M Olson
Susan M. Ebedln. CPA
Attached is our report for Dakota County Road No. 31, Pilot Knob Road, Street
and Utility Improvements, Project No. 590.
The proposed improvement of County Road 31, associated utility
construction/improvements, and cost estimates are discussed and presented in
this report. A preliminary assessment roll is also included.
We will be pleased to meet with the Council and other interested parties at a
mutually convenient time to discuss this report.
Yours very truly,
BONE RNE NDERLIR & ASSOCIATES, INC.
Ma A.
Hanson
MAH:lp
I hereby certify that this report was
prepared by me or under my direct
supervision and that I am a duly
Registered Professional Engineer under
the lava of thhe/.Stat of Minnesota.
,Mark A. Hanson
Date:_ April 17, 1990 Reg. No. 14260
v,
Approved by: f
r
by:
of Pu is Works
Date: f 0
2335 West Highway 36 • St. Paul, Minnesota 55113 9 612-636-4600
DAKOTA COUNTY ROAD NO. 31
(PILOT KNOB ROAD)
UTILITY AND STREET IMPROVEMENTS
EAGAN, MINNESOTA
PROJECT NO. 590
TABLE OF CONTENTS
Page Number
SCOPE 1
FEASIBILITY AND RECOMMENDATION 1
DISCUSSION 1
STREET 1
FIGURE NO 1 - LOCATION PLAN 2
STORM SEWER 3
SANITARY SEWER AND NATER MAIN 6
COST ESTIMATE 7
RIGHT-OF-WAY/EASEMENT/PERMITS 7
AREA TO BE INCLUDED 8
ASSESSMENTS
9
STORM SEVER
9
STREETS
10
BITUMINOUS TRAIL
11
REVENUE SOURCES 11
PROJECT SCHEDULE 12
APPENDIX A - PRELIMINARY ASSESSMENT ROLL
APPENDIX B - ASSESSMENT SUMMARY
FIGURES 2 & 3 - STREET ASSESSMENT LENGTHS
FIGURES 4 & 5 - STORM SEWER LAYOUT
FIGURE 6 - STORM SEWER ASSESSMENT AREAS
E49505R
5%
�a
DAKOTA COUNTY ROAD NO. 31
(PILOT KNOB ROAD)
UTILITY AND STREET IMPROVEMENTS
EAGAN, MINNESOTA
PROJECT NO. 590
SCOPE
This project provides for the upgrading of County Road No. 31 (Pilot Knob
Road) from Rebecca Lane (0.34 miles south of Cliff Road) south into Apple
Valley. The location of the project is shown in Figure 1. The upgrading
consists of widening the existing 24' wide roadway to a 4 lane 64' wide
roadway. Also included as part of the upgrade is the addition of a bituminous
bike trail and storm sewer improvements.
FEASIBILITY AND RECOMMENDATION
The project is feasible from an engineering standpoint and is in
accordance with the Master Utility and Street Plans for the City of Eagan and
Dakota County. The project as outlined herein will be administered by Dakota
County. The City of Eagan will be required to enter into a cost sharing
agreement with Dakota County that will be similar to past agreements. A cost
sharing agreement with the City of Apple Valley will also be necessary.
Street - Within the area of this project, County Road 31 presently has a 24'
to 28' wide bituminous surface with very narrow gravel shoulders. The land
use of abutting properties varies from agricultural to multiple and topography
ranges from wooded to open or vacant.
E49505R
Page 1 .
3S
KIN on FSK•7Tf n M : t•T_T. ■ 0 57 C Ii
?ilot Knob Road
1 ncAtinn Pisan
. m 0 re -1111+' -II
The roadway is proposed to be upgraded to four lanes with 8' bituminous
shoulders on each aide. The new roadway will be constructed to match the
recently completed portion of County Road 31 to the north. The proposed
roadway width is 64' from face of curb to curb to face of curb. The layout
will consist of four 12' wide driving lanes and two 8' wide shoulders. The
alignment of the road will be adjusted to minimize the impact on abutting
homes and Jenson Lake.
An 8' wide bituminous trail is proposed to be constructed on both sides of
the road from Rebecca Lane south to Carriage Hill Drive. From Carriage Hill
Drive south into Apple Valley, bituminous trail will only be constructed on
the west side of the roadway.
The Dakota County Parks Department has proposed to construct a "trail
access" bridge to allow park users to travel under County Road 31. It is
proposed to locate this bridge approximately 150 north of Carriage Hill Drive
in the City of Eagan. The bridge would be approximately 110' wide (to include
roadway section and bituminous trails) and approximately 40' long. The bridge
will allow park trail users to move from east to west sides of the park
without crossing County Road 31.
Storm Sewer - Storm sewer is proposed to be constructed to convey runoff from
streets and adjacent areas. The construction will include catch basins,
manholes, and new outlets for ponding areas. The storm sewer will discharge
into Pond LP -7 via a new storm outlet to be constructed as part of this
project. A new storm sewer pond, Pond LP -7A, is to be constucted at the low
point of Pilot Knob Road opposite Jenson Lake.
Page 3 .
E49505R
Essentially, the proposed storm sewer consists of three sections: The
area north of LP -56, the area south of LP -7A, and the outlets from LP -56 and
LP -7A into LP -7. Each of these three sections is discussed below.
A. Area north of Pond LP -56.
Surface drainage from the Chapel Hill area and Grace Drive presently
discharges into an open ditch located on the east side of County Road 31. As
part of this project, stormwater flow will be picked up at the existing
manhole on the west end of Grace Drive and connect to the proposed storm sewer
on the west side of County Road 31. The flow will then be discharged into
Pond LP -56. It is recommended that a storm sewer easement over the ponding
area be acquired at this time.
Storm sewer will be provided to serve as an outlet to the existing low
area located in the NE corner of Parcel 011-75 (Diamond T Ranch Property).
The storm sewer will drain the low area to an elevation of 974.00 feet which
will allow V-41 of standing water based on its present configuration. In the
future, when the parcel develops, the low area can either be filled or
maintained as a vet pond.
All of the collected storm water north of Pond LP -56 will be discharged
into Pond LP -56. A flow restricting outlet from Pond LP -56 will be
constructed. The ponding data for Pond LP -56 is as follows:
Pond M HVL Storage
LP -56 964.0 971.6 9.3 Ac -Ft
Vet Volume Reqd. Pond Outflow
6 Ac. Ft. 1.0 cfs
It will be necessary to maintain a berm between pond LP -56 and the proposed
'trail access' bridge. The vest side of the bridge is located near the SE
Page 4 .
E49505R
3�
corner of Pond LP -56. The County has been informed not to disturb the natural
pond topography below elevation 973.0 in that area.
B. Area south of Pond LP -7A.
The centerline elevation of County Road 31 slopes from a high point near
Rebecca Lane to a low point near Jenson Lake. It is proposed to construct a
sedimentation basin (Pond LP -7A) on the vest side of the road to provide
ponding for storm water collected at this low point and from 11.56 acres in
Apple Valley and a portion of Eagan. The proposed ponding area will take
advantage of the existing topography and will require minimal grading. The
proposed pond will be sized to provide water quality benefits and a limited
outflow. The ponding data for Pond LP -7A is as follows:
Pond NWL HVL Storage Vet Volume Reqd. Pond Outflow
LP -7A 964.0 950.0 1.56 Ac -Ft 1.5 Ac. Ft. 4.3 cfs
C. Outlets from LP -56 and LP -7A.
All collected runoff is proposed to be discharges into Pond LP -7. Outflow
from the proposed sedimentation pond (Pond LP -7A) and from Pond LP -56 will be
conveyed westerly to Pond LP -7 from a point just north of the sedimentation
pond. (See Figure 4)
The drainage is being discharged into Pond LP -7 to eliminate the
environmental impact of street runoff to Jenson Lake. The proposed layout
will slightly differ from Eagan's current Storm Sever Plan by conveying
additional drainage to LP -7. With the construction of the proposed
sedimentation pond, the effects of additional storm water volume on Pond LP -7
will be minimal. Since Pond LP -7 is a land locked pond. the required wet
storage volume is not an applicable figure. The ponding data for Pond LP -7 is
as follows:
Page 5 .
E49505R
35
Pond NWL HVL Storage Yet Volume Reqd. Pond Outflow M
LP -7 919.0 939.7 91.7 Ac -Ft N A none
If the area surrounding Pond LP -7 (parcel 010-77, Dakota Co. Parks)
remains undeveloped, it is assumed that an outlet from this pond will not be
necessary. However, if the area does develop, an outlet from Pond LP -7 to
Jenson Lake will be required. The proposed inlet pipe to LP -7 will be located
such that a future outlet pipe could be constructed parallel to it if
necessary. Also, the portion of the possible future outlet pipe crossing
Pilot Knob Road will be constructed at this time. Presently, the natural
overflow from Pond LP -7 to Pond LP -5 (west of LP -7) is higher than some home
elevations in the Brittany Additions. The natural overflow elevation is at
approximately 953.3 and the lowest home elevation is at approximately 943.9
(4883 Knottingham Circle). Therefore, the southeast leg of Pond LP -7 should
be annually inspected in the spring to monitor its level. If the level in
that part of LP -7 were to be above elevation 930.0 during a spring inspection,
the pond could be pumped down in order to ensure capacity for a major storm
event. This scenario would only come about after a 7 year wet cycle in which
the pond would not be lowered through evaporation and infiltration.
The Dakota County Parks Department has been informed of the proposed storm
sewer layout. They are in support of and are encouraging that storm water not
discharge directly into Jenson Lake and have agreed to provide the required
easements for the inlet pipe to Pond LP -7.
Sanitary Sewer. and Water Main - Sanitary sewer and water main are not proposed
as part of this project. However, water main will be placed crossing under
Pilot Knob Road at Grace Drive for future connection (See Figure No. 5).
Page 6 .
E49505R
The major unserviced property abutting the project area is Parcel 011-75
(Diamond T Ranch Property). This area can receive water service from stubs on
Rebecca Lane, Richard Lane, and Wellington Way. Sanitary sewer to serve
Parcel 011-75 will be provided from the rest by a sewer stub in Wellington
Way. However, areas below elevation 978.0 will require a lift station.
Another major unserviced area in the project area is the property owned by
the Dakota County Parks Department. Water main and sanitary sewer are not
proposed to be provided to these parcels since the Parks Department has stated
that they have no desire for those services.
COST ESTIMATE
The estimated cost for this project is summarized below. Preliminary cost
estimates for street were provided by Dakota County. Overhead costs including
legal, engineering, and administration are included in the cost estimate.
PILOT KNOB ROAD IMPROVEMENTS
PRELIMINARY COST ESTIMATE
Street Grading, Surfacing, and Restoration $ 2,660,000
Park Access Bridge 159,500
Bituminous Trail 35,200
Storm Sewer 185,300
Trunk Utilities 9.180
TOTAL 3,049.180
E49505R
Page 7 .
�l
RIGHT-OF-WAY AND EASEMENT
The proposed project will require additional right-of-way and temporary
easements for construction. In addition, a storm sewer easement will be
required for the outlet into Pond LP -7. Preliminary indications from the
County Parks Department are that the easement would be provided at a minimal
cost. A ponding easement over the ponding areas for LP -56 and LP -7A should
also be obtained.
Ponding easements for Pond LP -7 could be obtained if the area around the
pond (parcels 011-75 and 010-77) is ever developed.
Listed below is the estimated cost for permanent right-of-way and
temporary construction easements in Eagan based on the County's estimate of
$330,000 per mile of construction.
Right-of-way $ 144,000
Temporary easement $_ 56,000
TOTAL $ 200,000
AREA TO BE INCLUDED
Listed below are the parcels proposed to be assessed in the construction
area.
Page 8
E49505R
�2,
ASSESSMENT
AND CONSTRUCTION AREA
A. Unplatted Property.
Section 33
Section 34
Parcel
050-29
050-29
Parcel
011-75
020-50
Parcel
012-75
011-50
Parcel
013-75
012-50
Parcel
010-77
030-50
Parcel
010-78
040-50
Parcel
010-51
Parcel
010-52
Parcel
010-55
Parcel
021-51
B. Platted Property.
Hillcrest Addition Lots 1-6, Block 1
Lots 8-12, Block 1
Fairway Hills 2nd Addn. Outlot B
Outlot C
Chapel Hill Addition Lot 1, Block 1
EGAN'S CARRIAGE HILL Lots 1,5,E 6, Block 2
(PIN 10-22540-022-02)
ASSESSMENTS
Assessments are proposed to be levied against the benefited properties
in accordance with assessment policies established in the City of Eagan. A
preliminary assessment roll is included in the attached Appendix. Assessments
will be spread over a period of 10 years at an interest rate determined at the
time of the bond sale. The proposed assessments are separated into storm
sewer, and street with bituminous trail. Figures 2-6 (attached) illustrate
the assessments for storm sewer and street.
Page 9
E49505R 43
Storm Sever Assessments -
Storm sever proposed herein is lateral and is to be assessed on a square
foot basis to the properties which drain to, or benefit from. the storm sever
constructed as part of this project. The assessment rate per sq. ft. is
determined by taking the total storm sever cost, minus storm sever assessments
included with street assessments, and dividing the result by the total
drainage area including street right-of-way.
The table below shows the method for determining the storm sever
assessment included with the predetermined street assessments.
Rate Category Rate Difference Front Footage
1/2 Residential 5.50 4493.81 $24,715.95
Residential 11.00 302.70 3,329.70
Commercial 16.30 676.00 113 018.80
$39,064.45
The rate per sq.ft. is separated into commercial, multiple, and
residential rates based on the percentage difference for the trunk area storm
sewer rate. The estimated storm sever cost to be assessed by drainage area is
listed below.
Total Storm Sever
Storm Sever Assessment Included with Street Assessments
TOTAL TO BE ASSESSED (AREA BASIS)
$185,300.00
-39,064.00
$146,236.00
Listed below are the drainage areas used for determining each rate. It
is assumed for purposes of this report that street right-of-vay is commercial
and is not proposed to be assessed.
Page 10.
E49505R q4
Street ROW
Commercial
Multiple (.8434 Comm.)
Residential (.6747 Comm.)
County Park (.3373 Comm.)
Area (sq.ft.) Rate (Der sa.ft.
351,600
$0.076
812,940
0.076
244,600
0.064
642,190
0.051
364,280
0.026
Final storm sewer assessment rates will be determined by using the actual
storm sewer costs. This final cost along with the areas and percentages above
can be used to determine the final rate.
The proposed storm sewer stub crossing Pilot Knob Road (for future outlet
from JP -7) is trunk and will not be assessed.
Street Assessments -
Street is proposed to be assessed on a front foot basis in accordance with
the fee schedule established in 1989 for "Trunk Assessment Rates," for street
surfacing with grading and storm sewer. Corner lot credit of 75, is applied
to the long side of all corner lots which abut two roadways. Parcels which
include ponds or lakes are credited for that frontage of the pond or lake
which abuts the road. Listed below are the various rates for street
assessment including grading and storm sewer.
1) Commercial Equivalent - $90.35/FF: Assessed to parcels with
commercial/industrial zoning (assumes a minimum 52' wide roadway).
E49505R
Page 11.
�S
t
2) Multiple E uivalent - $68.15 FF: Assessed to parcels with multiple
zoning (Assumes a minimum 44' wide roadway).
3) Residential Equivalent - $40.00/FF: Assessed to parcels with public
facilities zoning (fire stations, City Hall, churches, City parks,
etc.), or property fronting on frontage roads (assumes a minimum 32'
wide roadway).
4) I 2- Residential Equivalent - 20.00 FF: Assessed to existing
residential property taking direct driveway access from a County Road,
or property which is presently zoned agricultural abutting a County
road, and Dakota County Park.
Bituminous Trail Assessments - Bituminous trail is proposed to be assessed on
a front foot basis in accordance with the rate established on 'Trunk
Assessment Rates," Eagan, Minnesota, 1989. The assessment rate per front foot
for bituminous trail is $8.10 which is assessed to all property zoned
commercial and multiple residential. Since Chapel Hill Addition was
previously assessed for bituminous trail. it will not be assessed at this time.
Water Main Assessments - The proposed water main stub crossing Pilot Knob Road
at Grace Drive is considered trunk and is not proposed to be assessed.
REVENUE SOURCES
As previously indicated, the City of Eagan and Dakota County will enter
into a cost sharing agreement for this project. A summary of City/County
splits is presented in the table below. An agreement with the City of Apple
Valley will be entered into for Apple Valley's portion of the storm sewer in
Eagan.
Page 12.
E49505R
4(,
w
OP
Since Apple Valley's percentage of the drainage area going to LP -7 is 17.11
(11.56 acres of a total of 67.42 acres), it is recommended that they share
17.11 of the storm sewer cost for the pipe from the new sedimentation pond
(LP -7A) west to LP -7.
Summary of City/County Cost Participation
City of Eagan Dakota County
(Percentage),(Percentage)
Street (Grading, surfacing. utility
reconstruction and restoration): 45 55
Park Access Bridge: 0 100
Trailways:
East Side 100 0
Vest Side 0 100
Storm Sewer:
Catch Basins & Catch Basin Leads 45 55
All other 100* 0
ROW & Construction Easements 45 55
* Dakota County will participate up to $6000 per centerline mile..
City _of Eagan Dakota County
Street 639,200 781,200
Bituminous Trail 4,800 30,400
Storm Sewer
Catch Basin & Leads
All other
Trunk Utilities
R/W and Easement
TOTALS. . . . . .
20,700
135,700*
9,180
90.000
$899,580
25,300
3,600
00
110.000
$ 950,500
Total
$1,420,400
35,200
46,000
139,300
9,180
200.000
$1,850,080
* Of this amount, approximately $4400 will be the responsibility of Apple
Valley.
E49505R
Page 13.
4-1
Revenues from the proposed assessments are estimated to be:
Street $150,953
Bituminous Trail 5,475
Storm Sewer 117,265
TOTAL $ 273,693
Based on these assessments, a total of $625,887 will be required from the
Major Street Fund to cover the remaining City of Eagan share for this project.
PROJECT SCHEDULE
Present Feasibility Report April 17, 1990
Public Hearing May 17, 1990
Approve Plans and Specifications June, 1990
Open Bids/Award Contract July, 1990
Complete First Phase Construction Fall, 1990
Complete Construction Spring, 1991
Assessment Hearing September, 1991
First Payment Due with Real Estate Taxes May, 1992
Page 14.
E49505R
`�7
APPENDIX A
PRELIMINARY ASSESSMENT ROLL
COUNTY ROAD NO. 31
UTILITY AND STREET IMPROVEMENTS
PROJECT NO. 590
I. STORM SEVER
Parcel
Area
Total
Description
(S9.ft.)
Rate/S.F.
Assessment
Section 33-Unplatted
050-29
153,000
0.051
$ 7,803.00
* 011-75
746,060
0.076
56,700.56
012-75
25,080
0.051
1,279.08
013-75
25,080
0.051
1,279.08
010-77
141,470
0.026
3,678.22
** 010-78
102,950
0.026
2,676.70
Section 34 - Unplatted
050-29
26,890
0.051
1,371.39
020-50
66,880
0.076
5,082.88
011-50
11,970
0.051
610.47
012-50
12,200
0.051
622.20
030-50
31,560
0.026
820.56
*** 040-50
68,050
0.026
1,769.30
010-51
90,140
0.051
4,597.14
010-52
18,950
0.026
492.70
010-55
0
0.000
0.00
021-51
100,400
0.051
5,120.40
* 46,980 sq.ft. credit given for LP -56
** 7700 sq. ft. credit given for LP -7A
*** 9900 sq. ft. credit given for LP -7A
Page 15.
E49505R
41
APPENDIX A CONT'D
Parcel
Area
Total
Description
(Sg.ft.)
Rate/S.F.
Assessment
Hillcrest Addition
Lot 1, Block 1
9,420
0.051
$480.42
Lot 2, Block 1
5,890
0.051
300.39
Lot 3, Block 1
5,610
0.051
286.11
Lot 4, Block 1
6,000
0.051
306.00
Lot 5, Block 1
4,300
0.051
219.30
Lot 6, Block 1
3,900
0.051
198.90
Lot 8, Block 1
2,740
0.051
139.74
Lot 9, Block 1
8,430
0.051
429.93
Lot 10, Block 1
8,500
0.051
433.50
Lot 11, Block 1
12,400
0.051
632.40
Lot 12, Block 1
8,000
0.051
408.00
Fairval Hills 2nd Addition
Outlot B
2,460
0.051
125.46
Outlot C
72,800
0.051
3,712.80
Chapel Hill Addition
Lot 1, Block 1
244,600
0.064
15,654.40
E an's Carriage Hill
Lot 1, Block 2
1,300
0.026
33.80
Lot 5, Block 2
0
0.000
0.00
Lot 6, Block 2
0
0.000
0.00
TOTAL STORM
SEWER
$117,264.83
Page 16.
E49505R
SC)
II. STREET AND 'TRAIL
Parcel
Descri tion
A. Street.
Section 33 - Unplatted
None
APPENDIX A CONT'D
Assessable Street Trail Total
Footage RatelF.F. Rate/F.F. Assessment
Section 34 Unplatted
20.00 --
170.00
20.00 --
050-29
417.06
20.00 --
$ 8,341.20
* 020-50
676
90.35 --
61,076.60
011-50
164.94
20.00 --
3,298.80
012-50
164.94
20.00 --
3,298.80
030-50
516
20.00 --
10,320.00
** 040-50
575
20.00 --
11,500.00
010-51
300
20.00 --
6,000.00
010-52
656
20.00 --
13,120.00
010-55
650
20.00 --
13,000.00
021-51
0
0.00 --
0100
Fairway Hills Addition
Outlot B (assessed under Project
466) --
0.00
Outlot C
418,04
20.00 --
8,360.80
Chapel Hili Addition
Lot 1, Block i (assessed previously)
Egan's Carriage Hill
Lot 1, Block 2
Lot 5, Block 2
Lot 6, Block 2
E49505R
225.00
20.00 --
170.00
20.00 --
236.83
20.00 --
TOTAL STREET
Page 17.
TI
0.00
4,500,00
3,400.00
4,736.60
$150,952.80
* 200' credit given for pond area
** 340' credit given for pond area
B. Bituminous Trail
Parcel 020-50 (sec.34) 676 -- 8.10 5,475.60
TOTAL TRAIL
Page 18.
E49505R
$ 5.475.60
APPENDIX B
SUMMARY PRELIMINARY ASSESSMENT ROLL
COUNTY ROAD NO. 31
PROTECT NO. 590
Parcel
Description
Section 33-Unplatted
050-29
011-75
012-75
013-75
010-77
010-78
Section 34-Unplatted
050-29
020-50
011-50
012-50
030-50
040-50
010-51
010-52
010-55
021-51
Hillcrest Addition
Lot 1. Block .1
Lot 2, Block 1
Lot 3, Block 1
Lot 4, Block 1
Lot 5, Block 1
Lot 6; Block 1
Lot 8, Block 1
Lot 9, Block 1
Lot 10, Block 1
Lot 11, Block 1
Lot 12, Block 1
Fairway Hills 2nd Addition
Outlot B
Outlot C
ip
E49505R
0
Storm
Sewer
$ 7803
56700
1279
1279
3678
2677
Bituminous Total
Trail Street Assessment
$ 7803
56700
1279
1279
3678
2677
$ 1371
$ 8341
$ 9712
5083 5475
61077
71,635
610
3299
3909
622
3299
3922
821
10320
11141
1769
11500
13269
4597
6000
10597
493
13120
13613
13000
13000
5120
5120
480
300
286
306
219
199
140
430
433
632
408
126
3713
Page 19.
S
8361
480
300
286
306
219
199
140
430
433
632
408
126
12074
APPENDIX B [CONT -D)
Parcel
Storm
Bituminous
Total
Description
Sewer
Trail Street
Assessment
Chapel Hill Addition
Lot 1, Block 1
15654
15654
Egan's Carriage Hill
* Lot 1, Block 2
34
4500
4534
* Lot 5, Block 2
3400
3400
* Lot 6, Block 2
4737
4737
TOTALS
$117,265
$5,475 $150,953
$273,693
* PIN 10-22 540-220-02
Page 20.
E49505R
V
LP -56 j
011-75
010-52
IN
I(Owned
by Dakota County)
I
:I
i
I
i I
CARRIAGE HILLS DR
�&D
Jo
JIICo
tn
I2
12
Section Line ! o
'
;n 1
I �
N
N
m
3 11
I�
I
4
O
(�
10
I
5
'
9
010-77 I
LP -7 n
��g
8
to
Assessable Footage j
'
7
N
I
I
010-78 I
'
J N E
j
P-12
I
�
LP -7A I
j
�r
o
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�Lr)
j
ED
a
010-55
I�
0 200 400
to
1
Scale in feet
Eagan -
Apple Valley
Dakota Co. Rd. No. 31
(Pilot Knob Road)
Assessable Footage
City Project No. 590
9onestroo EIVIft m &Archtt.eta
® Rosene
Anderilk A
Asumlatea
at. J'auJ, ttiJnnsaota
Date: April 1990
Comm. 49505 J Fig. No.
CCA- �
REgE ...fir I .
500 } 3 2 i
p1
1 8
9
,
10
011-75
Assessable Footage
0 200 400
Miiiia
Scale in feet �-
LP -56
Dakota Co. Rd. No. 31
(Pilot Knob Road)
Assessable Footage
City Project No. 590
1
1
1
1
1
S(v
OUTLOT 8
Pq
00
5
f o
FP W D
OUTLOT C
W
021-51
0 010-51
M
GRACE OR
o Q'1151
P�� P00
r GwRG ' pp
to
LO
to 010-52
(Owned by Dokoto County)
Bonestroo enptnir a�renrt.�t.
Q Rosene
Anderlik &
Associates
St. P.ut Mlnns.ef•
Date: April 1990
Comm. 49505 F9• No. 3
I
:o
i t.
050-29
I
i�
I �
I
e7
I_N
O
:O
I
Section Line
i
i
i
011-75
Assessable Footage
0 200 400
Miiiia
Scale in feet �-
LP -56
Dakota Co. Rd. No. 31
(Pilot Knob Road)
Assessable Footage
City Project No. 590
1
1
1
1
1
S(v
OUTLOT 8
Pq
00
5
f o
FP W D
OUTLOT C
W
021-51
0 010-51
M
GRACE OR
o Q'1151
P�� P00
r GwRG ' pp
to
LO
to 010-52
(Owned by Dokoto County)
Bonestroo enptnir a�renrt.�t.
Q Rosene
Anderlik &
Associates
St. P.ut Mlnns.ef•
Date: April 1990
Comm. 49505 F9• No. 3
L11
0
LP -55
011-75
�N
to
Section Line I
1
O
I
I�
Possible Future OJ
Outlet Pipe a
010-77
LP -7
\.___________
1.
i
IT
18"
Inlet Pipe 010-78
j
LP -7A I
I
1
I�
0 200 400 W
Proposed Access
Bridge Location
i
_ 010-52
(Owned by Dakota County)
i CARRIAGE HILLS DR
0
l2 12
� 1
3 11
� 4
10
I5
8
1
Ito
to 6 8
i 7
U
LP -12
010-55
Scale in feet ` Eagan
Dakota Co. Rd. No. 31
(Pilot Knob Road)
Storm Sewer
City Project No. 590
Apple Valley
Sonestroo Enorn.er, B�If"fs
0 Aosene
Anderilk &
Assoclates at. iwLwt Mlnnewfe .10
Date: April 1990
Comm. 49505 Fig. No, 4
6 5 4 3 2 I
OUTLOT 8
,
1
,
0
,
I
,
,
co
0
0
OUTLOT C
010-51
GRACE OR
a
OD
W
021-51
PINS,
PGG
G� O
010-52
(Owned by Dakota County)
13onestr00 EnQinoan &Architects
�i Aon one
® Anderllk &
Associates
4F, raa[ Altnn..ot.
Date: April 1990
Comm. 49505 Fig. No. 5
�\ 9
050-29
�
1012
1
i N
11
i o
,n
: o
Ex. Water
N
I�
Main Stub
o
'a
I
�
to
Proposed Water
I�
Main Crossing
I
MainWStub ater
Section Line
I
Low
I
011-75
Area
I
i
i
io
IN
:o
0 200 400
I
I
Scale in feet
LP -56
OUTLOT 8
,
1
,
0
,
I
,
,
co
0
0
OUTLOT C
010-51
GRACE OR
a
OD
W
021-51
PINS,
PGG
G� O
010-52
(Owned by Dakota County)
13onestr00 EnQinoan &Architects
�i Aon one
® Anderllk &
Associates
4F, raa[ Altnn..ot.
Date: April 1990
Comm. 49505 Fig. No. 5
20 ° 3 2 1 3 � 2 ' 1I�
1t 4 r r{�
4 3 2 ,
+e � QQ
17 7
atantrr w 1e `r aeDe`11 � &
ie
14 0, 060-21
d 153A00 ft2
13 11,970 02
�.fft} 12.400 fl1 R SA
N ,
t� ?5,Oe0ft
25AN Iti o 0
12.200 ft2
�
011-75 (
69G,Oe0 f t1 : �
Drainage
Area Boundary Section I
une
t
LP-1�S
LP -7 l
I
onw
I I _1.460 ft 29
010-77
141.,470 ft2
1 a
NWL - 919.0
HWL - 939.7
72.900 ft2
f�
...
i.
1�
oio-s,
W140ft?
�r
GRACE DR
e2, -s+ 2
100,4W ft
1 11
D,LWft2l
1
L
-7A
`1
0 400
0
s' Scale in feei� .._..._..._
..
•9soft�l
onw
I I _1.460 ft 29
f
1
0
CHAPEL HIU WTIST
CHURCH ADDITION
244.600 ft1 low
*-V ` WOW am "amu. a . an "..M WO WO
a
a
{ o10 -s2
1 18.950 ft2
1 FS!,
CARRIAGE HILLS DR
1
r; 1 2 12 13 10 20 1
IR 3 11 14 is 2/
t 4 17
10 1° 1e
s 22 23
M� e ° � �KE
,1E SEN
LP -12
a
Oto -s6 it
I
t
Apple Volley
1
Dakota County Road No. 30
(Pilot Knob Road)
Storm Sever Assess. Area
City Project No. 590
BOn1Q81z r00 Engimere dArehtteole
Rosene
Anderlik 8
Assoclates
Of. Peat, Mlnns+eete
Date: April 1990 No.
Comm. 49505 9•
1 a
D
Yo
72.900 ft2
...
i.
—..,_..._...�...�... _..._
oio-s,
W140ft?
�r
GRACE DR
e2, -s+ 2
100,4W ft
f
1
0
CHAPEL HIU WTIST
CHURCH ADDITION
244.600 ft1 low
*-V ` WOW am "amu. a . an "..M WO WO
a
a
{ o10 -s2
1 18.950 ft2
1 FS!,
CARRIAGE HILLS DR
1
r; 1 2 12 13 10 20 1
IR 3 11 14 is 2/
t 4 17
10 1° 1e
s 22 23
M� e ° � �KE
,1E SEN
LP -12
a
Oto -s6 it
I
t
Apple Volley
1
Dakota County Road No. 30
(Pilot Knob Road)
Storm Sever Assess. Area
City Project No. 590
BOn1Q81z r00 Engimere dArehtteole
Rosene
Anderlik 8
Assoclates
Of. Peat, Mlnns+eete
Date: April 1990 No.
Comm. 49505 9•
Agenda Information Memo
May 17, 1990, City Council Meeting
TRANBY IST ADDITION
B. Project S91, Tranby 1st Addition (Storm & Sanitary Sewer) --On April 17, the City
Council received a feasibility report for the installation of storm and sanitary sewer to
service the proposed Tranby 1st Addition located southwest of T.H. 149 and Chapel Lane.
Upon receipt of that feasibility report, the Council ordered a public hearing to be held on
May 17 to formally present and discuss the proposed improvements. Enclosed on pages
V1 through is a copy of the feasibility report for the Council's information and
review during this presentation by City staff. All notices have been published in the legal
newspaper and sent to all potentially affected property owners informing them of this
public hearing. The installation of these improvements are necessary and a conditional
requirement for the final plat approval of the Tranby 1st Addition.
ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and
approveideny Project 591 (Tranby 1st Addition - Storm & Sanitary Sewer) and, if
approved, authorize the preparation of detailed plans and specifications along with the
acquisition of easements through condemnation, if necessary.
Report for
Tranby let Addition
Storm Sewer and
Sanitary Seger Improvements
Project No. 591
Eagan, Minnesota
April 1990
File No. 49507
Bonestroo
Rosene
Anderlik a
X111 Associates
Ereffmwe i ArehlMols
!t f"aea[ U h m "WO
Bonestroo
Rosene
AnderIlk &
Associates
Engineers & Architects
April 4, 1990
Honorable Mayor and Council
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Otte G evxwoc PE
K"h A Gordon PE
Rdben W Rosene PE
Rrha-d W Foster PE
Joseph C Anderk7< PE
Donald C Btnardt PE
RKhard E Turner. PE
Jerry A Bordon. PE
James C CYson PE
Mart A Hanson. PE
Glenn R Cook PE
Ted K Fq*1 PE
Thomas E Nqe% PF
MrhaW 7 "Amann PE
Wnt" G Srr%rwhr PF
RMv+r R rki"w, rF
Mxvvs L SnvtLt rr
U'V-1 r) I rrirva PE
Thn m W F►senor PF.
Re: Tranby 1st Addition
Storm Sewer and Sanitary Sewer Improvements
Project No. 591
Our File No. 49507
Dear Mayor and Council:
MrchaN C Lynch PE
James R Maland PE
Kenneth P Arsderson. PE
Mark R Rohs PE
Roben C Russek A t A
Thomas E Angus PE
HowiMs A SarMrnd PE
nAnw J FAm"w PF
UM, A SMp rf
Phihp J Cas%%,A PE
Mark C Walks PE
Thomas R Anderson A I A
Gary F Rylander. PE
Mks B Jensen. PE
L Phillip Gr" M PE
Charles A Enrkson
Leo M Pawehky
Hanan M 0Knn
Susan M Ehrrkn CPA
Transmitted herewith is our report for Tranby 1st Addition Storm Sewer and
Sanitary Sewer Improvements. Also included is a preliminary cost estimate and
assessment roll.
We will be pleased to meet with the Council and other interested parties at a
mutually convenient time to discuss this report.
Yours very truly,
BONESTR00, ROSENE, ANDERLIK it ASSOCIATES, INC.
T(A. Hanson
MAH:li
0
Approved b¢:
0
I hereby certify that this report was prepared
by me or under my direct supervision and that
I am a duly Registered Professional Engineer
under the laws of the State of Minnesota.
Hark A. Hanson
Date: . April 4. 1990
Department oT Public Works
Date: — (l —5o
2335 West Highway 36 • St. Paul, Minnesota 55113 • 612-636-4600
l.P--
Reg. No. 14260
01
SCOPE: This project provides for the construction of storm sever and sanitary
sewer to serve Tranby lot Addition and the surrounding area. Tranby 1st Addi-
tion is located on the vest side of T.H. 49 approximately 1/4 mile south of
T.B. 55. Tranby 1st Addition includes one platted lot (approximately 3.2
acres) incorporating a proposed 12,000 sq.ft. office building. Also 'included
is the grading of a ponding area for the southwesterly 20 acres of this
drainage district.
FEASIBILITY AND RECOMMENDATIONS: The project is feasible from an engineering
standpoint and is in accordance with the recently updated Comprehensive Sani-
tary Sever Plan for the City of Eagan. However revisions are proposed to the
recently updated Comprehensive Storm Sever Plan. These revisions include
redirecting the storm water flow from drainage district E-10 to Pond EP -4 as
opposed to Pond EP -2 as recommended in the Comprehensive Plan. As a result,
because the storage and outflow requirements for Pond EP -4 are restricted,
additional ponding will be required in drainage district E-10. Meetings have
been conducted with the effected property owners and it's their desire to
IF provide additional ponding rather than incur additional costs to construct the
gravity storm sewer to Pond EP -2 as opposed to Pond EP -4. The gravity storm
sever construction to Pond EP -2 is approximately $61,000 more than the con-
struction to EP -4 because of additional costs associated with a storm sewer
jacking beneath the railroad tracks and significant overdepth incurred for the
storm sewer pipe construction (+35') to Pond EP -2. Therefore, additional
ponding is proposed in drainage District E-10 to reduce their storm sewer
costs. The project as outlined herein can best be carried out as one contract
or combined with a similar type project.
Page 1 .
RPT49507
U-3
DISCUSSION:
Storm Sewer and Ponding - Tranby lot Addition is located in drainage district
E-10 as designated in the 1990 Comprehensive Storm Sever Plan. As previously
mentioned Drainage District E-10 was intended to drain by a gravity storm
sever to Pond EP -2. However, after investigating four different alternatives
and their cost, the effected property owners have indicated they prefer to
provide ponding and reduce their storm sever costs. Therefore, the proposed
lateral storm sever for this project provides for constructing a 12" and 24"
diameter storm sewer along the railroad right-of-vay to Pond EP -4 as shown on
the attached drawing. The proposed storm sewer is designed to convey storm
water runoff from approximately 62 acres located in Drainage District E-10 as
shown in Figure No. 1. Due to the limited storage and outflow requirements
associated with Pond EP -4 additional ponding is required. The storm sewer
design assumes the drainage district is divided into three drainage districts
approximately 20 acres in size. It is assumed each drainage district will
provide ponding based on a restricted outflow of 3 cubic feet per second (cfs)
which results in a storage requirement of 5.0 acre feet. Therefore, the
combined flow rate into Pond EP -4 from the three individual ponding areas is
10 cfs. In addition, it is assumed the existing 16" DIP force main through
Drainage District E-10 from the railroad tracks to Pond EP -2 could be aban-
doned in the future and its storm water flow could be redirected to Pond
EP -4. The proposed 24" storm sever for this project provides for a designed
outflow from the three ponding areas (3 cfs each, 10 cfs combined) and the ex-
isting 16" force main (8.9 cfs). However, it's recommended at this time that
the existing 16" force main not be removed until development requires it to be
removed thereby incorporating its removal cost with the cost of development.
Page 2
RPT49507 LV
As indicated three individual ponding areas are required to restrict the
storm water flow into Pond EP -4. Due to the Tranby Addition Development and
the willingness of the effected property to provide the required ponding at
this time, it is proposed as part of this project to construct the ponding
area (Figure No. 3) that serves Tranby Addition and the abutting property
(approximately 20 acres). In the future when the other 20 acre areas develop,
the required ponding for those areas will be constructed with their develop-
ment. Listed below are the ponding requirements for Pond EP -4 and EP -4A
(Tranby Pond). The ponding requirements for Pond EP -4 includes the storm
water flow from the existing 16' DIP force main.
Tributary 100 year Wet
Area Storage Storage Outflow
(acre) NWL HWL (_ac.ft.) iac.ft.) cfs
Pond EP -4 31.7 846.5 853.5 7.5 0 26
Pond EP -4A (Tranby) 20.9 866 874 5.0 0.64 3
As noted, the wet storage in Pond EP -4A is C.64 acre feet in accordance
with the Comprehensive Water Quality Plan. Wet storage does not exist in Pond
EP -4 which was developed as part of the Dart Transit Development. Wet storage
in Pond EP -4 is required for the drainage area that's tributary to it. There -
0 fore it's cost will be the responsibility of it's drainage area and is not
proposed to be developed with this project.
Sanitary Sewer - Sanitary sewer proposed herein includes extending an 8'
gravity sanitary sewer northerly from the existing 18' trunk gravity sewer
located along the railroad right-of-way. The proposed alignment is shown on
Figure No. 5 located at the back of this report.
Page 3 .
RPT49507
EASEMENTS PERMITS: The proposed gravity storm sewer located along the rail-
road property to Pond EP -4 will be constructed adjacent to the existing 20'
wide utility easement incorporating the 18" trunk sanitary sewer. Therefore,
additional permanent easement and temporary construction easements will be
required. In addition, permanent pond easement will also be required for the
pond construction serving Tranby lot Addition and the surrounding area.
Listed below are the permanent and temporary easement requirements. Easements
required within the Tranby lot Addition will be dedicated through the platting
process. It is anticipated additional easements will be acquired at no cost.
If costs are incurred, they will be added to the project cost and assessed
accordingly.
Parcel
Description
SECTION 12
Parcel 010-27
Parcel 010-29
Parcel 010-30
Parcel 010-53
Parcel 020-52
Permanent
Utility
Easement
16,000 sq.ft.
24,000 sq.ft.
3,000 sq.ft.
Permanent
Pond Temporary
Easement Easement
32,000 sq.ft.
48,000 sq.ft.
12,000 sq.ft.
14,000 sq.ft. 40,000 sq.ft.
5,600 sq.ft. 10,000 sq.ft.
COST ESTIMATES: Detailed costs are presented in Appendix A located at the
back of this report and are summarized below:
Storm Sewer Lateral $129,740
Storm Sewer Ponding 35,490
Sanitary Sewer _ 28,040
TOTAL .................... $193,270
Page 4 .
RPT49507
[/L
The total estimated project cost including contingencies and all related
overhead is $193,270. Overhead costs are estimated at 30Z and include legal,
engineering, administration and bond interest.
AREA TO BE INCLUDED:
ASSESSMENT AMD CONSTRUCTION AREA
SECTION 12
Parcel 010-27
Parcel 010-28 (Tranby 1st Addition)
Parcel 010-29
Parcel 010-30
Parcel 010-52
Parcel 010-53
Parcel 011-50
Parcel 020-52
AUDITOR'S SUBDIVISION NO. 38
Lot 12 (Tranby 1st Addition)
GOPHER EAGAN INDUSTRIAL PARK 2ND ADDITION
Lot 1, Block 2
Outlot E
Outlot F
ASSESSMENTS: Assessments are proposed to be levied against the benefited
property as shown on the attached drawings. A preliminary assessment roll is
included at the back of this report in Appendix B. All lateral costs will be
revised based on final costs. These assessments will be spread over 10 years
at an interest rate based on the bond sale financing this project.
RPT49507
Page 5
0
STORM SEWER LATERAL: Storm sever proposed herein is lateral. Therefore, it
is proposed to assess all storm sever costs to the benefited drainage area on
a square foot basis as shown on Figure No. 2. Trunk area storm sever was
previously assessed for this area as part of City Project No. 381 and 319.
STORM SEWER PONDING: Storm sever ponding is proposed to be assessed only to
the area which drains to Pond EP -4A (Tranby). The drainage area is shown on
Figure No. 4 and is proposed to be assessed on an area basis.
SANITARY SEWER: Sanitary sever proposed herein is considered lateral. It is
proposed to assess sanitary sever on a front foot basis to the property it
abuts. Trunk area sanitary sever was previously assessed as part of City
Project No. 29.
REVENUE: Revenue sources to cover the cost of this project are listed below:
Project Cost Revenue Balance
STORM SEWER LATERAL
Lateral
$129,740
Lateral Assessment
$129,740
$129,740
$129,740 - 0 -
STORM SEWER PONDING
Lateral
$ 35,490
Lateral Assessment
35,490
$ 35,490
$ 35,490 - 0 -
SANITARY SEWER
Lateral
$ 28,040
Lateral Assessment
28,040
$ 28,040
$ 28,040 - 0 -
Page 6 .
RPT49507
PROJECT SCHEDULE
Present Feasibility Report
Public Hearing
Approve Plans and Specifications
Open Bids/Award Contract
Complete Construction
Assessment Hearing
First Payment Due With Real Estate Taxes
Page 7
RPT49507
April 17, 1990
May 17, 1990
June, 1990
July, 1990
September, 1990
March, 1991
May, 1992
APPENDIX A
PRELIMINARY COST ESTIMATE
TRANBY 1ST ADDITION
STORM SETTER AND SANITARY SETTER IMPROVEMENTS
PROJECT NO. 591
I. STORM SEVER
LATERAL
1,700
Lin.ft.
24" RCP Storm sewer, 10'-20' dp. in pl.@ $34.00/l.f.
$ 57,800
450
Lin.ft.
12" RCP Storm sewer, 0'-10' dp. in pl. @ $28.00/l.f.
12,600
1
Each
24' RCP apron @ $1.000.00/ea.
1,000
1
Each
12' RCP apron $600.00/ea.
600
6
Each
Std. 4' dia. MH w/cstg. @ $1,000.00/ea.
6,000
30
Lin.ft.
MH depth greater than 8' @ $80.00/l.f.
2,400
20
Cu.yds.
Rip rap @ $100.00/cu.yd.
2,000
1
Each
Connect to ex. 36" RCP culvert @ $500.00/ea.
500
6
Acres
Seed w/mulch & fertilizer @ $1,500.00/Ac.
9,000
100
Cu.yds.
Rock stabilization below pipe @ $10.00/cu.yd.
1,000
2,150
Lin.ft.
Mechanical trench compaction @ $1.00/l.f.
2,150
Total
$ 95,050
+51 Contingencies
4,750
$ 99,800
+301 Legal, Engrng., Admin. & Bond Interest
_29,940
TOTAL PART I ......................................
$129,740
II. STORM SEVER PONDING
8,000 Cu.yds. Pond excavation @ $2.50/cu.yd. $ 20,000
4.0 Acres Seed w/topsoil & mulch @ $1,500.00/Ac. 6,000
Total $ 26,000
+51 Contingencies 1,300
$ 27,300
+301 Legal, Engrng., Admin. & Bond Interest 81190
TOTAL PART II ..................................... $ 35,490
Page 8 .
RPT49507
1Z)
PART III - SANITARY SEWER
710
8
4
10
3
1
50
2.0
6-
Lin.ft. 8' PVC Sanitary sewer @ $15.00/1.f.
Lin.ft. 8. Outside drop section @ $80.00/l.f.
Each Std. 4' dia. MH w/cstg. @ $900.00/ea.
Lin.ft. MH depth greater than 8' dp. @ $70.00/l.f.
Each 8' x 6' PVC wye @ $80.00/ea.
Each Connect MH to existing 18' RCP @ $500.00/ea.
Cu.yds. Rock stabilization below pipe @ $10.00/cu.yd.
Acres Seed w/mulch & fertilizer @ $1,500.00/ac.
L.F. Mechanical trench compaction @$1.00/1.f.
RPT49507
+52 Contingencies
+30t Legal, Engrng.. Admin. & Bond Interest
TOTAL PART II .....................................
Page 9 .
-11
$ 10,650
640
3,600
700
240
500
500
3,000
710
$ 20,540
1,030
$ 21,570
6,470
$ 28,040
APPENDIX B
PRELIMINARY ASSESSMENT ROLL
TRANBY 1ST ADDITION
STORM SEVER AND SANITARY SEVER IMPROVEMENTS
PROJECT NO. 591
I. STORM SEVER LATERAL
Parcel
Area
Assessment
Total
Description
(SQ.ft.)
Rate
Assessment
SECTION
12
Parcel
010-27
422,400
$0.051
$ 21,701
Parcel
010-28 (Tranby)
117,300
0.051
6,026
Parcel
010-29
472,000
0.051
24,250
Parcel
010-30
106,250
0.051
5,459
Parcel
010-52
39,900
0.051
2,050
Parcel
010-53
630,000
0.051
32,367
Parcel
011-50
424,000
0.051
21,783
Parcel
020-52
46,200
0.051
2,374
AUDITOR'S SUBDIVISION NO. 38
Lot 12 (Tranby) 18,750 $0.051 $ 963
GOPHER EAGAN INDUSTRIAL PARR 2ND ADDITION
Lot 1, Block 2 156,000 $0.051 $ 8,015
Outlot E 82,500 0.051 4,239
Outlot F 10.000 0.051 513
2,525,300 $129,740
Page 10.
II. STORM SEVER PONDING
Parcel
Area
Assessment
Total
Description
tion
(Sq.ft.)
Rate
Assessment
SECTION 12
12
Parcel
010-28 (Tranby)
117,300
0.040
4,700
Parcel
010-30
106,250
0.040
4,257
Parcel
010-52
39,900
0.040
1,598
Parcel
010-53
474,800
0.040
19,025
Parcel
020-52
46,200
0.040
1,851
AUDITOR'S SUBDIVISION NO. 38
Lot 12 (Tranby) 18,750 $0.040 $ 751
GOPHER EAGAN INDUSTRIAL PARK 2ND ADDITION
Outlot E 82,500 0.040 3,308
885,700 $ 35.490
PART III - SANITARY SEVER
Parcel
Assessable
Total
Descri
tion
Footage
Rate/F.F.
Assessment
SECTION
12
Parcel
010-28
820
$19.75
$ 16,192
Parcel
010-29
100
19.75
1.975
Parcel
010-30
370
19.75
7,306
Parcel
010-52
100
19.75
1,975
Parcel
020-52
30
19.75
592
1,420
$ 28,040
Page 11.
RPT49507
-13
SUMMARY
PRELIMINARY ASSESSMENT ROLL
TRANBY 1ST ADDITION
STORM SEWER AND SANITARY SEWER IMPROVEMENTS
PROJECT NO. 591
AUDITOR'S SUBDIVISION NO. 38
Lot 12 (Tranby 1st Addn.) $ 963 $ 751 $ 1,714
GOPHER_EAGAN INDUSTRIAL PARK 2ND ADDITION
Lot 1, Block 2 $ 8,015 $ 8,015
Outlot E 4,239 $ 3,308 7,547
Outlot F 513 513
$129,740 $35,490 $ 28,040 $193,270
Page 12.
RPT49507
Storm
Lateral
Parcel
Lateral
Sewer
Sanitary
Total
Descri tion
Storm Sewer
Ponding
Sewer
Assessment
SECTION 12
Parcel 010-27
$ 21,701
$ 21,701
Parcel 010-28
(Tranby 1st Addn.)
6,026
$ 4,700
$ 16,192
26,918
Parcel 010-29
24,250
1,975
26,225
Parcel 010-30
5,459
4,257
7,306
17,022
Parcel 010-52
2,050
1,598
1,975
5,623
Parcel 010-53
32,367
19,025
51,392
Parcel 011-50
21,783
21,783
Parcel 020-52
2,374
1,851
592
4,817
AUDITOR'S SUBDIVISION NO. 38
Lot 12 (Tranby 1st Addn.) $ 963 $ 751 $ 1,714
GOPHER_EAGAN INDUSTRIAL PARK 2ND ADDITION
Lot 1, Block 2 $ 8,015 $ 8,015
Outlot E 4,239 $ 3,308 7,547
Outlot F 513 513
$129,740 $35,490 $ 28,040 $193,270
Page 12.
RPT49507
,4P L RD
5 4 e0e 2
i
1
26 2
3
25
CD
4
24 O1.
Pond
�EP-2
I
Pond EP -4
Proposed 24"
Storm Sewer
011-50
BDRCHERT— `-
INGERSOL
5 t St. ADD -
2
D -2
Maintain Ex. 16"
DIP F.M.
1 �yF
Ex. 36" Culvert
Proposed 12"
Storm Sewer
011-75 011-50
0 300 600
Scale in feet
Tranby 1st Addition
Storm Sewer Improvements
Eagan, Minnesota
City Project No. 591
[17
78
Pond EP -4A
xistin
6" D P F.M.
010-30
010-52
04 20-52
010-53 1
BOned1r00 EnphfNrt d Arehitsets
—11
E:30 Rosene
Anderiik &
Associates
Bt. Paean, Minn�wtt
Dote: April 1990
Comm. 49507 F19• No. 1
.y�
Future
Z 060-08
Pond
010-29
\TRABY
Pond EP -4A
xistin
6" D P F.M.
010-30
010-52
04 20-52
010-53 1
BOned1r00 EnphfNrt d Arehitsets
—11
E:30 Rosene
Anderiik &
Associates
Bt. Paean, Minn�wtt
Dote: April 1990
Comm. 49507 F19• No. 1
101-02 N
102-02
101-01
4 J
,
2
6 5 4 3 1 S 3 2
1
1
27 2
26
EA R 2s 3
PARK NO. 4
24
21 22 23 1
5
� DERASDDUU
20 '�� 1ST
7 m
e
161-03 10
iI
% 12
ZA 13TRA N BY 1 ST -
„-'� AD MON
14
161-04
0 600 1200
Scale in feet
BENIFITTED —J
LATERAL
ASSESSMENT AREA
Tranby 1st Addition
Storm Sewer Improvements
Assessment Map
City Project No. 591
'/I Y
DO Fal
vg
Bones troo Engfneers &A;W,tecfs
PMosene
Anderlik d�
Associatefl
at. Prlatt, Mlnnerd,t
Date: April 1990
Comm. 49507 ng. No. 2
010-27
soRCHK
so�
lNGERApp,
1 St.
Future
Pond
010-29
Proposed 24"
Storm Sewer
Existing
16" DIP F.M.
roposed 2"
rm Sew
�) 011-50
0 200 400
Scale in feet
Tranby 1st Addition
Pond EP -4A
Eagan, Minnesota
City Project No. 591
D.
"c9
010-30
010-52
020-52
-- Pond EP --4A
HWL = 874.0
010-53 NWL = 866.0
Bonestroo enp'nrera QAmhltecte
® Rosene
Anderlik &
Associates
St. Paul r./lnnerota
LDote: April 1990 3
Comm. 495Q7 Fig. No.
101-02
g�s
1-01
102 13
3 102-02 7 _
a 15 14 1 3
PARK
21
20
27
<2410.
22
1
7 1 mb ���'' 15� ADD•
9
191-03 10
11
Y12
13 N BY IST
„-'s
ADDITION
191-04 14
6�
0 600 1200
Scale in feet
Tranby let Addition
Ponding Improvements
Assessment Map
City Project No. 591
t
1
010-29
030-52
1 2
BENIFITTED
LATERAL
ASSESSMENT AREA
PONDING 010-53
011-50
1
0
!ND S D.
PARK ZN
Bonestroo N
Enpinrs & Arrbltoct.
® %$one
Anderlik 8
Associates
8t. Pout Mlr+r+*soly
Date: April 1990
Comm. 49507 Fig. No. 4
3 011-50 ON
S
o�
4
0
80RE ERT - 011-50 • '�.o
INS D
5 1st• ADD -
2
D • �`ro
2 o iRANBy
�o� `�� 1st• ADD•
i
\ 010-30
C 010-52
1 020-52
Ex. 18" Sanitary Sewer-/
011-75 I Proposed 8" Sanitary Sewer010-53
I�
011-50
_ Lateral Assessment_
�mi Assessable Footage 010-53
0 300 600
Scale in feet
Tranby let Addition
n. Sewer and Assessme
Eagan, Minnesota
City Project No. 591
EnpinNn diA►ehff�ef•
Bones r00
® Rosene
Andertik 6
Assxiates
St. f /�, �iIfIM/OF1
Date: April 1990
Comm. 49507 5
Agenda Information Memo
May 17, 1990, City Council Meeting
WIUMUS ADDITION
C. Project 592, Willmus Addition (Trunk Storm Sewer) --On April 17, the City Council
received a feasibility report for the installation of trunk storm sewer facilities necessary
to handle the development of the Willmus Addition plat which incorporates the proposed
new Oak Ridge Elementary School on Johnny Cake Ridge Road just north of the Highline
Trail. Enclosed on pages fl through �� a copy of the feasibility report for the
Council's information and review during the staff presentation of this proposed
improvement. All notices have been published in the legal newspaper and sent to all
potentially affected property owners informing them of this public hearing. The
installation of this trunk storm sewer improvement is a conditional requirement for the
final plat approval for the Willmus Addition.
ACTIO' TO BE CONSIDERED ON THIS ITEM: To close the public hearing and
approve/deny Project 592 (Willmus Addition - Trunk Storm Sewer) and, if approved,
authorize the preparation of detailed plans and specifications along with the acquisition
of easements through condemnation, if necessary.
Report for
Willmus Addition
Trunk Storm Sewer
Improvements
Project No. 592
Ewan, Minnesota
April 1990
File No. 49505
3
Bones t roo
MEM Rosene
Anderiik &
Associates
Engineers & Architects
March 28, 1990
Honorable Mayor and Council
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Otto G Bonestroo PE
Kerth A Gordon. PE
Robert W Rosene RE
Richard W Foster PE
Josey, C Andenrk RE
Donal C BurgardL PE
R!chara E Turner PE
Jerry A Bourdon RE
James C Olson, PE
Marie A Hanson. RE
Glenn R Cook PE
W K Feld RE
Thomas E No)ft RE
MchaeT Reulmann RE
Robert G Schunrcnt PE
Robert R Pfeffene RE
Marvin L Sorvala. RE
David O loskma PE
Thomas W Peterson PE
Re: Willmus Addition
Trunk Storm Sewer Improvements
Project No. 592
Our File No. 49506
Dear Mayor and Council:
AAKhae! C Lynch. RE
James R Maland, RE
Kenneth P Anderson PE
Marne R Rolls PE
Roben C Russek A I A
Thomas E Angus. PE
Howard A Sanford PE
Darw J Edgerton RE
Marls A Sere. PE
Phmp J Caswek, PE
Mark D. Wallis. PE
Thomas R AndeWn A A
Gary F Rylanner PE
Maes B Jensen PE
L Phillip Gravel n! PE
Chanes A Erickson
Lec M Pa"Isky
Harlan M Olson
Susan M. Ebenm. C.PA
Transmitted herewith is our report for Willmus Addition Trunk Storm Sewer
Improvements. Also included is a preliminary cost estimate and assessment
roll.
We will be pleased to meet with the Council and other interested parties at a
mutually convenient time to discuss this report.
Respectfully submitted,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
Thomas E. Angus
TEA:li
I hereby certify that this report was prepared
by me or under my direct supervision and that
I am a duly Registered Professional Engineer
under the laws of th State of Minnesota.
Thomas E. Angu
Date: March 28, 1990 Reg. No. 12393
Approved by:
Dep rtment of Pub is Works
Date: 4 - 1n --10
RPT49498
2335 West Highway 36 0 St. Paul, Minneu155113 * 612-636-4600
SCOPE: This project provides for the construction of a lift station and force
main to serve as the outlet for Pond BP -6 as designated in the Comprehensive
Storm Sewer Plan. The pond is located east of Johnny Cake Ridge Road between
Mallard Park 2nd Addition and Independent School District No. 196 Oak Cliff
Elementary School site. The project is necessary due to the development of
the school site and adjacent park.
FEASIBILITY AND RECOMMENDATIONS: The project is feasible from an engineering
standpoint and is in accordance with the 1990 Comprehensive Storm Drainage
Plan and Water Quality Management Plan for the City of Eagan. The project as
outlined herein can be constructed under either a separate contract or be
combined with another similar type project.
DISCUSSION: Pond BP -6 receives storm water runoff from approximately 320
acres of which approximately 275 flow through other upstream ponds. Of the 55
acres that flow directly to the pond, 18 acres (331) will be developed as part
of the school and park site at this time. Presently water that flows to the
pond either evaporates or infiltrates into the ground and has not caused a
flooding problem. With the proposed improvement of a major portion of the
upstream drainage area that flows directly into the pond, an outlet for the
pond has been determined to be necessary to avoid potential flooding of up-
stream areas.
The Comprehensive Storm Sever Plan provides for the construction of a lift
station and force main from the pond to the existing trunk storm sever in
Thomas Lake Road within City of Eagan parkland that also contains two NSP
Page 1
RPT49506
overhead transmission lines. It is proposed to locate the lift station adja-
cent to the east side of the pond and provide access to it from an existing
trailway that is located between Johnny Cake Ridge Road and Thomas Lake Road.
The proposed force main alignment would be parallel to the NSP lines and would
cross the existing bituminous trailway at several locations.
The trunk improvements will also include the placement of a trunk storm
sewer outlet for a low area to the northeast of Pond BP -6. This low area
receives runoff from the area around Clemson Drive and is landlocked except
when water levels within the low area reach a level that allows water to
overflow into BP -6.
Pond BP -6 has been designated as a Class V water body (nutrient trap)
under the City's Water Quality Management Plan. In order for the pond to
properly function as a nutrient trap, the wet storage volume must be increased
from 0.5 to 8.0 acre-feet. This can be accomplished either by excavating be-
low or raising the NWL of the pond. For this pond, raising of the NWL will
have a detrimental effect on the existing bituminous trailway on the north
side of the pond and the surrounding vegetation which includes many hardwood
trees. For these reasons, it is proposed to excavate the pond to obtain the
desired wet volume. This alternative may be modified during design after the
existing wet volume of the pond is determined and a more detailed analysis of
the affect of the NWL and BVL on the trailway and surrounding vegetation is
determined. With the excavation of the pond, desired improvements to the
aesthetics of the shoreline will be accomplished through the removal of fill
materials that have been placed along the west and north edges of the pond.
The estimated cost to provide the additional 7.5 acre-feet of wet storage by
excavating the pond is $98,300.
Page 2
RPT49506
EASEMENTS: All construction will be located within City of Eagan Park land.
For this reason, no additional easements will be required.
PERMITS: A permit will be required from Williams Pipeline Company since the
forcemain will cross their existing pipelines and from NSP since all construc-
tion will be within their easement and beneath their transmission lines.
COST ESTIMATES: Detailed cost estimates are presented in Appendix A located
at the back of this report. The total estimated project cost as outlined
herein including contingencies and all related overhead is $273,330. Overhead
costs are estimated at 302 and include legal, engineering, administration, and
bond interest. In addition, Dakota Electric has estimated the cost to provide
3 phase power to the lift station to be $22,000.
AREA TO BE INCLUDED:
CONSTRUCTION AREA
Section 28
Parcel 012-76
Parcel 018-50
R.PT49506
Page 3
ASSESSMENT AREA
Section 28
Parcel 012-76
Parcel 017-50
Parcel 018-50
Parcel 019-50
Yillmus Addition (017-50 & 019-50)
Block 1, Lot 1
Outlot A
Section 32
Parcel 010-01
Parcel 020-01
Parcel 030-01
Parcel 040-01
Parcel 050-01
Parcel 060-01
Section 29
Parcel 010-00 (Mallard Park 1st
Addition
Parcel 016-75
Clearview Addition
Lot 2 & 14, Block 2
Lots 1-3 & 6-9, Block 3
Clearviev No. 2
Lots 1 & 2, Block 1
Strohkirch Addition (020-00)
Lots 1 & 2, Block 1
ASSESSMENTS: Assessments are proposed to be levied against the benefited
property as shown on the attached drawings. The properties include undevel-
oped areas that drain to upstream ponding areas which with the completion of
this project, will have a connection to the completed portions of Eagan's
downstream trunk storm sewer system. A preliminary assessment roll is in-
cluded at the back of this report in Appendix B. These assessments will be
spread over 15 years at an interest rate based on the bond sale financing this
project.
Page 4
RPT49506
D
The assessment rates ,for trunk storm sever for this project are listed
below:
City Park $0.028/sq.ft.
Single Family/Agricultural 0.056/sq.ft.
Multi -Family 0.070/sq.ft.
Commercial & industrial 0.083/sq.ft.
REVENUE: Revenue sources to cover the cost of this project are listed below:
Projiect_Cost Revenue Balance
Trunk $273,330
Three Phase Electrical Service 22,000
Trunk Area $157,445
$295,330 $157,445 -$137,885
The anticipated deficit for this project is $137,885 which will be the
responsibility of the Trunk Storm Sewer Fund.
PROJECT SCHEDULE
Present Feasibility Report
Public Bearing
Approve Plans and Specifications
Open Bids/Award Contract
Complete Construction
Assessment Hearing
First Payment Due with Real Estate Taxes
Page 5
UT49506
April 17, 1990
May 15, 1990
June 19. 1990
July 17, 1990
Fall 1990
September 1990
May 1991
YZLLMUS ADDITION TRUNK STORM SEVER
PROJECT NO. 592
ITEM
Clear and Grub
Pond Excavation
Reconstruct 24' RCP
18' Storm Sewer
12' Force Main
12" Storm Sever
Lift Station
Manhole
Cleanouts
18° Gate Valve
Cut -in to Existing Structure
Reconstruct Bituminous Trail
Improved Pipe Foundation
Mechanical Trench Compaction
Seeding
RPT49506
UNIT
UNIT PRICE
Lump Sum
$ 1,000.00
C.Y.
6.00
L.F.
20.00
L.F.
40.00
L.F.
19.00
L.F.
17.00
Lump Sum
EA.
EA.
EA.
EA.
S.Y.
C.Y.
L.F.
ACRE
Total
+52 Contingencies
70,000.00
1,000.00
200.00
6,000.00
300.00
12.00
10.00
1.00
1,500.00
OUANTITY
1
12,000
100
100
800
1,050
1
1
4
1
1
270
30
2,050
3.0
TOTAL COST
$ 1,000.00
72,000.00
2,000.00
4,000.00
15,200.00
17,850.00
70,000.00
1,000.00
800.00
6,000.00
300.00
3,240.00
300.00
2,050.00
4.500.00
$200,240.00
10,013.00
$210,253.00
+30% Legal, Eng., Admin., i Bond Int. 63,077.00
TOTALSTORM SEVER ..................... $273,330.00
Page 6
g
g
APPENDIX B
PRELIMINARY ASSESSMENT ROLL
VILLMUS ADDITION TRUNK STORM SEVER
PROJECT NO. 592
SECTION 29
Parcel 010-00 (Park)
(Mallard Pk. 1st Addn.) 80,000 80,000 $0.028 $ 2,240
Parcel 016-75 (Park) 30,183 30,183 0.028 845
Clearview
TOTAL
ASSESSABLE
ASSESSMENT
Lot
AREA
CREDIT
AREA
RATE
TOTAL
PARCEL DESCRIPTION
(S.F.)
(S.F.)
(S.F.)
($/S.F.)
ASSESSMENT
SECTION 28
4,330
0.056
242
Lot
1,
Parcel 012-76 (Park)
66,000
200
66,000
$0.028
$ 1,848
Parcel 017-50
851,170
170,240(1)
680,930
0.070
47,665
Parcel 018-50 (Park)
541,190
15,900(2)
525,290
0.028
14,708
Parcel 019-50 (Park)
59,500
0.056
59,500
0.028
1,666
Villmus Addition (017-50
& 019-50)
43,600
43,600
0.056
2,442
Lot 1, Block 1
433,420
Block
433,420
$0.083
$ 35,974
Outlot A (Park)
359,810
Lot
359,810
0.028
10,075
SECTION 29
Parcel 010-00 (Park)
(Mallard Pk. 1st Addn.) 80,000 80,000 $0.028 $ 2,240
Parcel 016-75 (Park) 30,183 30,183 0.028 845
Clearview
Addition
Lot
14,
Block
2
14,245
14,245
$0.056
$ 798
Lot
2,
Block
2
4,330
4,330
0.056
242
Lot
1,
Block
3
200
200
0.056
11
Lot
2,
Block
3
22,400
22,400
0.056
1,254
Lot
3,
Block
3
1,600
1,600
0.056
90
Lot
6,
Block
3
43,600
43,600
0.056
2,442
Lot
7,
Block
3
51,600
13,700(2) 37,900
0.056
2,122
Lot
8,
Block
3
45,200
27,400(2) 17,800
0.056
997
Lot
9,
Block
3
36,000
36,000
0.056
2,016
RPT49506
Page 7
APPENDIX B - Continued
TOTAL
AREA
PARCEL DESCRIPTION (S.F.)
Clearview No. 2
Lot 1, Block 1 2,550
Lot 2, Block 1 2,540
Strohkirch Addition (020-00)
Lot 1, Block 1 7,245
Lot 2, Block 1 7,000
SECTION 32
Parcel 010-01
Parcel 020-01
Parcel 030-01
Parcel 040-01
Parcel 050-01
Parcel 060-01
ASSESSABLE ASSESSMENT
-CREDIT AREA RATE
(S.F.)- (S.F. ($/S.F.)
2,550
2,540
7,245
7,000
48,841 48,841
108,985 108,985
111,113 111,113
117,888 19,900(2) 97,988
118,349 118,349
74,885 74.885
3,239,844 247,140 2,992,704
(1) 202 credit for future streets.
(2) Pond credit at Normal Yater Level.
RPT49506
Page 8
't (z)
$0.056
0.056
$0.056
0.056
$0.056
0.056
0.056
0.056
0.056
0.056
TOTAL
ASSESSMENT
$ 143
142
$ 406
392
$ 2,735
6,103
6,222
5,487
6,628
4.194
$157,445
€STRATFORD DR
r
WEx. Storm Sewer
BP -23 O , T--
,
r�
`#-
WILLMUS DDIT/DN ��.�: D i
Oak Cliff 1 Storm , ;
MA ,p 0 I Elementry 1 , i�rm '
School,r--- 1 F.M.
Y��f--' _ _ 12" Storm / THOMAS LAKE
_..... O , — — — = — — SCHOOL ADD
--`r..a...... \ BP— ,.._...... . ...... A ,— — ---- ......
r-.. roposed L.S. i► 1 , 0�11 X
BP-1
0 M P
:i
�G I
,r T
ARI ANOMAS CENTEF1 DR
Rz
r �
0 600 1200
Scale in feet
Boneatroo Eno��..a'. dnra,ir.c:.
willmus Addition Aosene
Trunk Storm Sewer Anderl
Asaoclates
Ewan, Minnesota�•�'` "'""""�'�
City Project No. 592 Comem. April49506Fig. No. 1
s Addition 11 " M�,_„
;?rmlact No- b5
1
Agenda Information Memo
May 17, 1990 City Council Meeting
EXTENSION OF PRELI IINARY PLAT GAN WOODS OFFICE PARK II
A. Extension, Preliminary Plat for Eagan Woods Office Park II --In official action at the
April 18, 1989 Eagan City Council meeting, a preliminary plat for Eagan Woods Office
Park II was given official approval. That approval required that final plat approval e
secured from the Eagan City Council prior to April 18, 1990. Enclosed on page is
a copy of a letter from the developer requesting extension for final plat approval until
April 18, 1991. The developer states that they expect to approach the City Council for
final plat approval sometime next winter, probably in the January to February timeframe.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a one-year final
plat approval extension for Eagan Woodi .3ffice Park II.
q3
Nor.natidale Lake 0i 11" ;,at wk
8500 Normandale Lake Boulevard
April 12, 1990 Suite 240
Bloomington, Minnesota 55437
612/921.2000
Hs. Marlene Zaleznick
Planner I
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
Re: Eagan Floods Phase II, Final Plat Extension
Dear Marlene:
I am sending you this letter as a formal request for an extension
of our Final Plat approval window for Eagan woods Office Park II.
It was stated in the preliminary plat approval documentation that
the final plat approval must be secured from the City Council
before April 18, 1990. Hence, we are requesting that you extend
this deadline for another year to April 18, 1991.
The simple reason for this extension request is the current
market condition with a significant oversupply of speculative
office space and diminishing demand for office space in this
submarket. Over the last three years we have seen approximately
20,000 to 25,000 square feet of absorption of Class A office
space. However, in the past six months this absorption rate has
dropped off significantly to an annual rate of approximately
10,000 square feet per year. We have been and continue to be in
pursuit of several build -to -suit or anchor tenants for this
project. However, as of this date, no development or lease
contracts have been executed. My expectation is that we will
approach the City for final plat approval next winter, probably
in the January to February time frame.
Should you have any questions regarding this matter, please feel
free to call me at my direct dial number 921-2027.
Sincerely,
Tf�JMLL CROW COMPANY
CLI E. Ba
cc: Eagan Woods Phase II File
Stew Stender
cb4-24
q�
Agenda Information Memo
May 17, 1990 City Council Meeting
CONSIDER APPOINTMENT OF CITIZENS TASK FOR
ALTERNATIVES FOR COMBINED YMCA & ICE ARENA FACII.ITIES
B. Consider Appointment of Citizens Task Force to Study Conceptual Alternatives for
Combined YMCA and Ice Arena Facilities—At the April 17, 1990 City Council meeting,
the City Administrator was directed to prepare a framework outlining the purpose,
responsibility, timeframe and committee make-up of a citizens task force to study
alternatives for a YMCA and ice arena facility. Clearly, the purpose of this committee
is not to duplicate any work and effort the Eagan Volunteer YMCA Committee is
coordinating, such as fundraising, goals, objectives and on-goin program for the YMCA
facility. For a copy of committee framework, refer to pages through.
Several residents have expressed an interest in serving on th'committee and for a copy
of letters sent to the City by these citizens, refer to pages
through. Others that
have expressed an interest but have not submitted a letter include Doug Lee and two (2)
younger people who are Chris Hince, 3917 Beryl Road and Brian Karrick, 4773 London
Lane. These two (2) individuals could represent the youth on the committee.
If the City Council is prepared to recommend names at the May 17 meeting, the first
meeting could be held as soon as June 4, 1990. It may be preferable to first decide on
the make-up of the committee and advertise this information in the local newspapers. A
formal appointment could then be announced at the June 5 City Council meeting. If this
were the choice of the City Council, the first meeting of the task force could be scheduled
later in June.
Obviously, members of the City Council are welcome to participate as observers or
members of any commission, committee or special task force. This task force is no
different. Every effort was made to provide a specific focus for the purpose of the task
to be fulfilled by the committee as directed by the City Council.
ACTION TO BE CONSIDERED ON THIS ITEM: To consider the adoption with or
without modification of the framework for a citizens task force to study conceptual
alternatives for YMCA and ice arena facilities and determine a procedure for appointing
representatives to the Committee.
a,,
CITIZENS TASK FORCE
TO STUDY CONCEPTUAL ALTERNATIVES
FOR COMBINED YMCA AND ICE ARENA FACILITIE
PURPOSE: The Citizens Task Force was formed by action of the City
Council at the May 17, 1990 regular Council meeting. The
charge of the Task Force is to review and recommend a
conceptual approach to the development of an Eagan ice
arena including a potential co -location of an ice arena
and a YMCA. The Task Force recommendation is to include:
1. Consideration of the desireability and feasibility
of co -locating an ice arena with the YMCA or a
similar facility,
2. Consideration of the desireability and feasibility
of a public land transfer to facilitate a YMCA
and/or an ice arena,
3. Outline of financing mechanisms to implement the
Task Force recommendation,
4. Site selection criteria and identification of
appropriate parties to make site selection decisions
for various alternatives (YMCA Board, Advisory Parks
and Recreation Commission, etc.), and
5. Preparation of an outline for a total use package
for any facility recommended by the task force. The
Task Force's scope of work will not include
operations or fundraising for the YMCA facility, nor
are actual programming scheduling or operational
considerations a part of the Task Force's
responsibilities.
OTHER RESPONSIBLE PARTIES: The YMCA has already formed a steering
committee comprised of community leaders to oversee
fundraising and site selection for the YMCA separate
and apart from this Task Force. The City's Advisory
Parks and Recreation Commission is charged with
making policy recommendations to the City Council
in matters regarding park land and parks
development. Any Task Force recommendation which
requires consideration in any of these policy areas
will be referred to the appropriate party.
TIME FRAME: The Task Force will hold the first meeting on Monday,
June 4 from 7:00 - 9:00 p.m. A future schedule for the
Task Force will be determined at the June meeting. The
City Council anticipates a recommendation from the Task
Force by late summer or early Fall, 1990.
COMMITTEE MAKE -IIP: The Committee will consist of up to eighteen
(18) residents and representatives of the business
community. The make-up of the Task Force will consist
of the following:
(3) Athletic Associations Located in the City of Eagan
(3) Ice Arena Interests (Open Skating, Figure Skating,
& Hockey)
(2) Chamber of Commerce/Business Community
(2) School District Representatives/Community Education
(4) Community at Large
(2) Advisory Parks and Recreation Commission
(2) Youths
23 April 1990
flwmas F Karner —„
Controller
MOwst operations
UNISYS
Mr. Thomas Hedges Unisys tion
City of Eagan Telephone
Eagan City Hall Mail Stag, 4601 612 635 5249
3838 Pilot Knob Road StPaul MN55164-094P 612.
!+a'7--9573
Eagan, MN 55122
Dear Tom,
I am writing to you to request consideration for membership on the Arena
Committee which I understand will be formed in the near future.
Some information about my background:
I am currently the Financial Controller of Unisys Commercial Manufacturing
Operations in Roseville and Clear Lake, Iowa and also serve as Site Con—
troller which includes Development and Engineering activities. I am also
on the Unisys Contributions Committee which contributes financial support
to education, minority education, Arts and Culture, and civic and community
organizations.
I have been with Unisys for 22 years and I am 45 years old.
I have lived in Eagan for 9 years. I have three sons, one of which plays
hockey and I have coached hockey for the last 4 years. I have played hockey
myself since I was 11 years old, including St. Thomas College. I still play
in a seniors, no checking, league once a week from October to March.
Over the years I have, necessarily, seen many ice arenas as they have grown
in numbers from the first ones at Aldrich and wacouta. I lived in California
for 4 years and saw some rinks there, as well.
Undoubtedly, you could classify me as a hockey enthusiast. However, I am also
a resident of Dakota County and Eagan and I am very sensitive to potential
tax increases and how our tax revenues are spent.
I am in favor of providing an ice arena for the residents of Eagan in a manner
that would balance needs with quality and cost effectiveness.
If you consider me as a candidate, I would like to know more about the objectives
and the agenda involved, before accepting a membership position on an arena
committee, but suffice to say, I am very interested.
Thank you and feel free to call me or ask me to stop at the city offices to
discuss this.
sSincrely yours, r
1345 wilderness Run Drive
Eagan, MN 55123
6(2
ALAN R. MENNING
4174 BLUEBERRY CIRCLE
EAGAN, MN 55123
(612) 454-3396
April 23, 1990
Mr. Tom Hed§es
City Administrator
City Of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Dear Hedgec:
be interested in bein� a member of the arer/�
�r���. �� bec��ro�nd zs in property mSnagement fc- ths
years �s t!�e CortrolIer �.�. re, The Tyc�'~.
seventeeo d�fferent propertzes
f�4teer. hueC ap-altnent units 'Dnd or's hun�red
��.:�,s�.r ��.�ar�� fe�t of reiaz], we so builc ofe
-czn�E, �lus ws o�n five stores io t'.e
t. Pa�l
� - - - . - o piay hockey, one at the high school level
�.I.- �ho he Pee Wee levelLast year I served 1---r: the capacity as: ice
been 'e-e}ectef.� r the cog year. l
C. n�e a� �e o
o,'titice cordi~/ator for the
�ce coordin�z�~ I tal� with r.�n� �iffer�'t
i/' the area and hF*ve good wc'`4in:) relatzcr.
iev� that I could bring to the commuttee a
f I 4F./'ena operatior/j_ their alternate I-
t'
t���r fi�a�c�el positicn. Thanv yoo for yo! -r zon.
Sincerely;
Agenda Information Memo
May 17, 1990 City Council Meeting
CONSIDER ADOPTION OF ORDINANCE AMENDMENT
WATER QUALITY MANAGEMENT PLAN LANDfPOND
C. Consider Adoption of Ordinance Amendment Regarding Water Quality Management
Plan Land/Pond Dedication Requirements --At the April 24th Advisory Planning
Commission, a public hearing was held pertaining to the proposed amendment to City
Code Chapter 13.20 regarding water quality management dedication of land and/or ponds.
A copy of that proposel ordinance amendment is enclosed on pages land LCS3 ,,
Also enclosed on pages 162 � I�is a copy of the minutes from that APC meeting.
On April 3, 1990, the City Council approved the Comprehensive Water Quality
Management Plan for the City of Eagan. The approval of this ordinance amendment
allows that management plan to be adopted and implemented. Part of that management
plan requires all new development to mitigate the adverse impacts of their development
by dedicating land and creating a treatment pond on site or, in the absence of an ability
to do so, dedicate cash to the City to provide for appropriate downstream treatment as
necessary.
As the Council recalls, the Comprehensive Water Quality Management Plan and
dedication requirement proposals have been presented to the Developer's Task Force,
various advisory commissions and the general public. This Plan has been received
overwhelmingly with many comments and encouragements for adoption and
implementation.
The Public Works Director will be available to discuss any aspect of this Plan and
Ordinance as may be appropriate.
ACTION TO BE CONSIDERED ON THIS ITEM: To adopt an Ordinance Amendment
to the City of Eagan amending Eagan City Code Chapter 13 entitled "Subdivision
Regulations (Platting)" by amending Section 13.20 regarding public uses and water quality
management dedication and by adopting by reference Eagan City Code Chapter 1 and
Section 13.99.
(0o
i
ORDINANCE AMENDMENT - CITY OF RAGAN
AN ORDINANCE AMENDMENT TO THE CITY OF EAGAN, MINNESOTA, AMENDING
EAGAN CITY CODE CHAPTER 13 ENTITLED "SUBDIVISION REGULATIONS
(PLATTING)" BY AMENDING SECTION 13.20 REGARDING PUBLIC USES AND WATER
QUALITY MANAGEMENT DEDICATION AND BY ADOPTING BY REFERENCE EAGAN CITY
CODE CHAPTER 1 AND SECTION 13.99.
THE CITY COUNCIL OF THE CITY OF EAGAN DOES ORDAIN:
Section 1. Section 13.20 is hereby amended by adding Subdivision 6.K.
to read as follows:
K. That the subdivision is in compliance with
those standards set forth in that certain document
entitled "City of Eagan Water Quality Management
Plan for the Gun Club Lake Watershed Management
Organization" which document is properly approved
and filed -in the Office of City Clerk hereinafter
referred to as the "Water Quality Management
Plan". Said document and all of the notations,
references and other information contained therein
shall have the same force and effect as if fully
set down herein and is hereby made a part of this
chapter by reference and incorporated herein as
fully as if set forth herein at length. It shall
be the responsibility of the City Clerk to
maintain the Water Quality Management Plan and
make same available to the public.
Section 2. Section 13.20 is hereby amended by changing
Subdivision 8.A.4 to read as follows:
4. Dedication of Ponding Areas.
A. Ponding areas, needed as a part of the overall
City Storm Drainage Plan, shall be dedicated in
fee or easement at the option of the City and in a
form acceptable to the City. However, no credit
shall be given for park dedication unless said
area meets the criteria for public parks as stated
in the City's Comprehensive Plan and the City's
Park Dedication Resolution and is approved as such
by the Council. Said dedication of land or
easement shall be in a form approved by the
Council.
As a prererxuisite to Plat Agoroval and/or a
wa ver of plat approval. the aAolicant shall
dedicate Ponding areas required under the Ci=
Water Quality Management Plan andJor shall make a
cash contribution to the gjtyfg Water Quality
Management Fund at the Cites option. Ponding area
dedication shall be in an amount as determined by
the Council as reasonably necessary to_comply with
the City's Water Quality Ma,nagementPlan. The cash
contribution shall be based on A rate schedule
established by resolution of the Council_frDm—t-inme
to time.
Section 3. Eagan City Code Chapter 1 entitled "General Provisions and
Definitions Applicable to the Entire City Code Including 'Penalty for
Violation"' and Section 13.99 entitled "Violation, a Misdemeanor" are
hereby adopted in their entirety be reference as though repeated
verbatim.
Section 4. Effective Date. This ordinance shall take effect upon its
adoption and publication according to law.
ATTEST:
By: E. J. VanOverbeke
Its: Clerk
Date Ordinance Adopted:
CITY OF EAGAN
By: Thomas A. Egan
Its: Mayor
Date Ordinance Published in Legal Newspaper:
Page 8/ADVISORY PLANNING COMMISSION MINUTES
April 24, 1990
1. These standard conditions of plat approval as adopted by
Council action on September 15, 1987 shall be complied with: A1, B1,
B2, B3, B4, C1, C2, C5, D1, E1, F1 and G1.
2. The joint powers agreement shall be completed and approved by
the City Council prior to final plat approval.
3. Extension/construction of,City trunk watermain, sanitary sewer
and storm sewer must be approved by City Council prior to final plat
approval.
4. The development is required to treat the site generated storm
water runoff in accordance with recommendations identified in the
City's Water Quality Management Plan prior to discharge into Pond
LP -30.
5. A berm shall be constructed along Highway 3 on the western
edge of the plat and along that property south of the pond on the
northern edge of the plat.
All voted in favor.
NATER QUALITY ORDINANCE AXENDMENT - CITY OF EAGAN
Chairman Graves opened the last public hearing of the night
dealing with an ordinance amendment by the City of Eagan amending
Eagan Code Chapter 13 entitled "Subdivision Regulations (Platting)"
by amending Section 13.20 regarding public uses and water quality
management dedication.
Community Development Director Dale Runkle provided a brief
ordinance summary.
Director of Public Works Tom Colbert explained the process by
which the Water Quality Management Plan was drafted. He stated that
it was adopted on April 3, 1990 by the City Council. He briefly
summarized the plan. He further stated that the adoption and the
financing of the Water Quality Management Plan was required. He
briefly explained the purpose of the ordinance. Mr. Colbert then
presented a fact sheet to the APC that would be presented to the
public to further explain the plan.
('D3
Page 8/ADVISORY PLANNING COMMISSIO
April 24, 1990
1. These standard conditions o
Council action on September 15, 1987
B2, B3, B4, C1, C2, C5; D1, E1, F1 an4
splat approval as adopted by
hall be complied with: Al, B1,
G1.
2. The joint powers agreemen shall be completed and approved by
the City Council prior toinal pifit approval.
3. Extension/constructioX cjt.City trunk watermain, sanitary sewer
and storm sewer must be appred by City Council prior to final plat
approval.
4. The development is equine to treat the site generated storm
water runoff in accordan with ecommendations identified in the
City's Water Quality Man gement P n prior to discharge into Pond
LP -30.
5. A berm shall constructed a ong Highway 3 on the western
edge of the plat and along that prope ty south of the pond on the
northern edge of the pl
All voted in favor.
WATER QUALITY ORDINANCE AMENDMENT - CITY OF $AGAN
Chairman Graves opened the last public hearing of the night
dealing with an ordinance amendment by the City of Eagan amending
Eagan Code Chapter 13 entitled "Subdivision Regulations (Platting)"
by amending Section 13.20 regarding public uses and water quality
management dedication.
Community Development Director Dale Runkle provided a brief
ordinance summary.
Director of Public Works Tom Colbert explained the process by
which the Water Quality Management Plan was drafted. He stated that
it was adopted on April 3, 1990 by the City Council. He briefly
summarized the plan. He further stated that the adoption and the
financing of the Water Quality Management Plan was required. He
briefly explained the purpose of the ordinance. Mr. Colbert then
presented a fact sheet to the APC that would be presented to the
public to further explain the plan.
�o�
Page 9/ADVISORY PLANNING COMMISSION MINUTES
April 24, 1990
Commissionmember Merkley stated that he appreciated the time and
consideration given to the Plan by Director of Public Works Tom
Colbert. Mr. Colbert also thanked Commissionmember Merkley for his
contribution to the Plan.
Merkley moved, Gorman seconded, the motion to recommend adoption
of an ordinance amendment to the City of Eagan, Minnesota, amending
Eagan City Code Chapter 13 entitled "Subdivision Regulations
(Platting)" by amending Section 13.20 regarding public uses and water
quality management dedication and by adopting by reference Eagan City
Code Chapter 1 and Section 13.99. All voted in favor.
O NT
Hoeft moved, Miller second , e motion to adjourn the April 24,
1990 Advisory Planning Co sion ting at 9:45 p.m. All voted in
favor.
Secretary - Eagan Advisory
Planning Commission
1o
s
Agenda Information Memo
May 17, 1990 City Council Meeting
CONSIDER ADOPTION OF ORDINANCE AMENDMENT
STORM WATER DRAINAGE UTILITY
D. Consider Adoption of Ordinance Amendment Establishing a Storm Water Drainage
Utility --In conjunction with the adoption of the Storm Water Quality Management Plan,
it was recognized that an identified source of revenue needs to be established to not only
fund the activities associated with promoting water quality programs and improvements,
but also to help maintain the existing storm water drainage infrastructure. Subsequently,
an ordinance amendment, enclosed on pages . I L2Z through 16, was prepared which
would allow the creation of a Storm Water Drainage Utility and related fee schedule for
the use of the storm sewer facilities based on a calculation of runoff from all property
within the City of Eagan.
Enclosed on pages It k through kk is a Resolution to be passed by the City Council
establishing the fee structure associated with this utility.
Enclosed on pages _U through Llys a memo from the City Administrator presenting
the rationale and justification used in presenting this proposed Storm Water Drainage
Utility for Council's consideration. The following is a summarized list of various
expenditures requiring a source of revenue in order to either maintain our existing system,
implement a Water Quality Management Program or expand/modify our existing system
for structural/quantity/quality needs:
Item Amount
Annual operational program services
$ 124,000/yr.
Capital equipment/supplies
43,000(lst year)
Past capital expenditures (sewer vac,
sweeper, etc.)
230,000
Water Quality Management Plan preparation
90,000
Water quality capital improvements
486,000(1-3 years)
Future pond acquisition and development
500,000
Diagnostic studies
115,000
Renewal and replacement
112,000/year
Expansion and modification
S 700.000
TOTAL $2,400,000
Lo 6
Agenda Information Memo
May 17, 1990 City Council Meeting
IC
Some of these costs are annual ongoing expenses (renewal and replacement, annual
operation, etc.) while others are ultimate costs (pond acquisition) and yet others are short-
term (2-4 years) expenditures with future capital expenditures requiring additional study
and evaluation before estimates can be provided. The estimated annual revenue
associated with the implementation of the storm sewer utility fee is approximately $395,000
per year. Due to the fact that the annual revenue is significantly less than the preliminary
identified expenditures, the City Council will have to determine the appropriate allocation
of this annual revenue to the various needs identified with annual budget processing.
Enclosed on page j�,�is an article recently printed in the Minneapolis Star & Tribune
that addresses both the Comprehensive Water Quality Management Plan and the proposed
Storm Water Drainage Utility being considered by the Council. If the utility fund is not
established, the Council will have to determine where alternative sources of revenue should
be provided to accommodate the expenditures identified in the attached reports.
ACTION TO BE CONSIDERED ON THIS ITEM: To adopt an ordinance amendment
to City Code Chapter 3 entitled "Municipal and Public Utilities -Rules and Regulations,
Rates, Charges and Collection" by restating and amending Section 3.07 regarding
establishing a Storm Water Drainage Utility and user and connection and availability
charges for the Storm Water Drainage Utility; and adopting by reference Chapter 1 and
Section 3.99. Also, approve a resolution establishing a storm sewer user fee as provided
by this Ordinance and authorize the Mayor and City Clerk to execute said resolution.
ion
ORDINANCE NO. 2.1'D SERIES
AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY
CODE CHAPTER 3 ENTITLED "MUNICIPAL AND PUBLIC UTILITIES - RULES AND
REGULATIONS, RATES, CHARGES AND COLLECTION" BY A&D"46- RESTATING AND
MENDING SECTION 3.07 REGARDING ESTABLISHING A STORM WATER DRAINAGE
UTILITY AND -A- USER AND CONNECTION AND AVAILABILITY CHARGES FOR THE
STORM WATER DRAINAGE UTILITY; AND ADOPTING BY REFERENCE CHAPTER 1 AND
SECTION 3.99.
The City Council of the City of Eagan does hereby ordain:
Section 1. Eagan City Code Chapter 3 is hereby amended by adding
Section 3.07 to read as follows:
1. Storm Water Drainage Utility.
A storm water drainage utility for the City of Eagan is hereby
established. The municipal storm sewer system shall be operated
as a public utility pursuant to Minnesota Statutes 8444.075, from
which revenue will be derived subject to the provisions of this
Chapter and to Minnesota Statutes. The storm water drainage
utility will be a part of the City of Eagan Public Works
Department and under the administration of the Public Works
Director.
2. Purpose of Funds Derived and Allocation of Revenue.
The purpose of all funds derived is to pay for all or part of the
construction, reconstruction, repair, enlargement, improvement or
other obtainment and the maintenance, operation and use of the
storm sewer utility as established by the City of Eagan. All
revenues derived from the fee shall be credited to the
appropriate storm sewer fund.
3. Storm Sewer Utility Fee.
,jam A storm sewer utility fee for connection and availability of
the storm sewer facilities shall be determined by resolution
of the City Council and shall be just and equitable.A charge
for the connection and availability of storm sewer service
may be imposed for all premises abutting on streets or other
places where municipal storm sewers are located, whether or
not connected to them. A charge for the availability and
connection to the storm sewer service may, in the discretion
of the City Council, be fixed by reference to the portion of
the cost which has been paid by assessment of the premises.
HIM
A storm sewer utility fee for use of the storm sewer
consumed, or by reference to a reasonable classification of
combination of those referred to above.
4. Adjustments.
The Council may adopt, by resolution, policies and standards for
the adjustment of the fee for parcels. Such adjustments shall not
be made retroactively.
5. Exemptions.
,(a) Public rights-of-way are exempt from the fees established in
paragranhs 3 a) and 3 (b) .
Vacant unimproved and with ground cover and City of Eagan
owned land are exempt from the fees established inyaraaraR
3(b).-�
6. Billings.
Bills for charges for the fee shall be made by the Finance
Department. All bills shall be payable at the office of the City
Finance Director.
7. Recalculation of Fees.
If a property owner or person responsible for paying the fee
questions the correctness of such charge, that person may have
the determination of the charge recomputed within six months of
mailing, by submitting to the Public Works Director a written
request for the recomputation.
S. Collections.
All fees are due on the due date specified by the City for the
respective account and shall be delinquent 15 days thereafter. It
is the duty of the City to endeavor to promptly collect
delinquent accounts, and in all cases where satisfactory
arrangements for payments have not been made, all such delinquent
accounts shall be certified to the city Clerk who shall prepare
an assessment of the delinquent accounts against the property
served or to be served. To each account, there shall be added a
L O5
certification charge (preparation for certification of taxes of
delinquent accounts) in the amount provided for by City Council
resolution. This assessment roll shall be delivered to the
Council for adoption on or before October 1 of each year. Such
action may be optional or subsequent to taking legal action to
collect delinquent accounts.
Section 2. Eagan City Code Chapter 1 entitled "General Provisions and
Definitions Applicable to the Entire City Code Including 'Penalty for
Violationf" and Section 3.99, entitled "Violation a Misdemeanor" are
hereby adopted in their entirety by reference as though repeated
verbatim.
Section 3. Effective Date. This ordinance shall take effect upon its
adoption and publication according to law.
DATED: CITY OF EAGAN
By: THOMAS A. EGAN
Its: Mayor
ATTEST:
By: E. J. VanOverbeke
Its: City Clerk
Date Ordinance Adopted: , 1990.
Date Ordinance Published in the Legal Newspaper:
��C)
Q
CITY OF EAGAN
RESOLUTION NO. 1990 -
A RESOLUTION ESTABLISHING A STORM SEWER USE CHARGE AS PROVIDED
FOR BY CITY ORDINANCE.
The City Council of the City of Eagan finds as follows:
1. The City previously established by ordinance a storm sewer
utility and adopted a Water Quality Management Plan.
2. That the City Enginserfs Office in conjunction with studies
done by Bonestroo Rosen* Anderlik & Associates, Inc. ("BRA"), the
consulting engineers to the City, determined the estimated cost to
construct, reconstruct, repair, enlarge, improve, maintain, connect
and obtain the storm sewer facilities, and implement the Water
Quality Management Plan for the City.
3. The City Engineers Office in conjunction with BRA, recommends
the storm sewer user fee as shown on Exhibit A.
4. The City Council of the City of Eagan finds that the charges
as set out on Exhibit A are just and equitable and determines that
the charges shall be in full force and effect from and after the date
hereof unless and until changed by resolution of the City Council of
the City of Eagan.
ADOPTED by the City Council of the City of Eagan this day of
May, 1990.
AT'T'EST: CITY OF EAGAN
By: E. J. VanOverbeke
Its: Clerk
By: Thomas A. Egan
Its: Mayor
`ll
Ir
Single family home
Quad townhouses
Schools
Churches
Apartments & Condos
Golf courses
Commercial/Industrial
WAsoIli
QUARTERLY FIXED FEE FO
$ 4.56/residence
3.65/residence
9.76/acre
11.13/acre
16.60/acre
5.20/acre
21.84/acre
l l2-
MEMO TO: HONORABLE MAYOR AND CITY COUNCILMEMBERS
FROM: CITY ADXINISTRATOR HEDGES
DATE: MAY 101 1990
SUBJECT: PROPOSED STORM WATER UTILITY RATE
At the direction of the City Council, additional financial analysis
was performed by the Director of Public Works and the Director of
Finance as background data for the presentation of the storm water
utility rate. The water quality management plan, adopted at the
April 3, 1990 City Council meeting, has proposed a limited list of
corrective actions and objectives to help restore and enhance the
quality of numerous ponds and lakes within the City of Eagan.
Water quality is not only enhanced by corrective measures and
education, but also through an expanded preventative maintenance
program which requires the acquisition of various capital
equipment, as well as funding to insure adequate renewal and
replacement and the occasional expansion/modification of the storm
sewer system.
Presently, a limited amount of dollars is budgeted through the
General Fund for ongoing street sweeping and general repairs to
catch basins and lift stations which are performed by street and
utility employees subsidized in part by the Sanitary Sewer
Enterprise Fund. The storm water utility rate is proposed as a new
revenue source to provide a partial funding for the necessary
increased maintenance programs, acquisition of capital equipment,
establishment of a renewal and replacement system like the water
and sewer enterprise and to improve the City's storm sewer
infrastructure system in addition to the water quality of ponds
within the community. Grants can provide additional funding for
specific water quality improvements if matching funds are
available.
The following is a breakdown of various categories the storm water
utility rate revenue source would fund:
Operating Budget
General maintenance, as previously stated, is presently limited
to annual street sweeping and the occasional repair of catch
basins and lift stations and responding to problems on a
complaint basis. The City has over 143 miles of storm sewer,
5,400+ catch basins and 16 storm sewer lift stations that
presently comprise the storm sewer utility system. A small
allocation of dollars in the General Fund Street Department
Budget and use of sanitary sewer employees are currently
utilized for ongoing maintenance. There are outlets in ponds
that have silted over and that City crews cannot readily locate
and access, catch basin repairs that must be limited to the most
severe problem areas, storm sewer pipes that have not been
inspected and televised, etc.
Ila
The inadequate dollars presently budgeted for ongoing limited
maintenance programs will not be able to stop the deterioration
of water quality within our lakes and ponds. An increased
maintenance program will help restore the level of water quality
that is described in the Water Quality Management Study. In
addition, significant diagnostic studies and sampling programs
cannot be implemented to determine where the best cost/benefit
ratio can be achieved. Please refer to Attachment A which
provides specific information as to an annual budget for a storm
water utility division. This attachment also shows the impact
on the General Fund and the existing divisions in the Utility
Fund.
CaaRital
Presently, there are no financing mechanisms for funding capital
equipment and improvements, such as street sweepers, sewer vacs,
aeration equipment, dredging to improve water quality, expanded
storm sewer improvements for certain areas of the community and
other related capital projects. A certain portion of the storm
water utility rate can be set aside for capital expenses that
are incurred with the maintenance of the system.
Renewal and Replacement
The Public Enterprise Fund has established a user fee which
includes a renewal and replacement charge for the sanitary sewer
and water infrastructure. To date, there are no provisions for
replacement and renewal of the City's storm sewer system. As
previously stated, there are significant miles of storm sewer
pipe, lift stations, catch basins and other system needs that
will require periodic and ongoing replacement and, eventually,
renewal when the system is ultimately updated. The storm sewer
system currently has a historical cost of approximately
$32,000,000, including trunks and laterals. Additional trunks,
as defined in the current master plan, will bring the total to
$38,000,000. It is unknown what the cost of laterals will be,
however, the total historical cost of the system will likely
exceed $40,000,000. Based on the same assumptions that are used
in the sanitary sewer utility of an 80 year life and 4%
interest, the annual renewal and replacement amount that should
be set aside is $101,474. Since this has not previously been
considered, there is an accrued deficit of $804,611 through 1989
which should also be amortized over the next few years. There
are many locations where storm sewer was constructed prior to
present day engineering design standards that will require
replacement or upgrading in the near future. There are many
examples, such as Project 584 (Rahn Road) which requires
$129,000 to upgrade and expand the present system with no
defined benefited property to assess and, therefore, no revenue
source.
EgRansion and Modifications
The City has experienced, through private design and
construction of storm sewer facilities, the need to take
t 4
corrective action for resulting inadequate storm sewer systems
in new subdivisions. Examples include Lexington Square
Addition, Stafford Place, Park Cliff, Oak Cliff, Lexington
Parkview and Wilderness Ponds to name a few. Generally,
developers have finalized the project and the City's only
recourse is to sue the developer, assess the residents or
subsidize a portion of the, additional improvements. The
developer may not be in business or has moved out of the City
of Eagan, making collection a problem. Residents have paid a
storm sewer assessment and are generally not pleased with any
additional cost, subsequently obligating the City for the
necessary expenditures. To date, there are no dollars allocated
for corrective actions or modifications when they become
necessary.
Storm Sever Trunk Fund
Storm Sewer Trunk Fund is used exclusively for new construction
to finance the completion of the major trunk system. When storm
sewer trunk mains are extended into a new area of the City, a
trunk area storm sewer assessment is levied for that
improvement. The ultimate system is defined in the City's
master plan.
Based on current assumptions, it is expected that there will be
a positive balance of approximately $2,000,000 in the Storm
Sewer Trunk Fund upon completion of the system. That would
amount to 5% of the total system cost of $40,000,000 which is
a reasonable target at this time.
Upon completion of the storm sewer utility trunk system, it
would be appropriate to transfer any available balances to the
Storm Sewer Utility Enterprise Fund for renewal and replacement
or capital purposes. It would not be prudent to tap this fund
until the system is complete, however.
Summary
The completion and adoption of the City's water quality management
plan has served to identify and consolidate several environmental
items which are of concern to the residents of the City. This
financial analysis was intended to bring that same sort of
identification and consolidation to the financing of the
implementation and on-going operation of the related storm water
utility enterprise. To the most practical extent possible,
budgets, balances and projects have been identified and quantified.
Attachment
TLH/vmd
ATTACHMENT A
The presentation of this proposed budget is designed to clearly identify the total cost for
annual operations of a storm water utility; that information is presented in Column 2.
Column 3 identifies the cost of what could be looked at as new program activities.
Columns 4-7 identify the departments where expenditures for the current program are
recorded. The total of Columns 3-7 is therefore equal to Column 2, which represents the
total cost of the consolidated storm water utility operation.
1
#64 STORM WATER UTILITY
2 3 4 5 6 7
ATTACHMENT A
8
ACCOUNT ( ANNUAL I NEW I SAVINGS TO/TRANSFER FROM I I
NUMBER I BUDGET I PROGRAM S 1 #22 1 $124 1 061 1 #62 1 ITEM I
4110
4112
4130
4140
4150
SUBTOTAL
4210
4215
4220
4222
4223
4224
4231
4234
4235
4236
4240
4255
4257
4260
SUBTOTAL
4310
4311
4312
4313
4314
4323
4330
4336
4341
4342
43�.l
4360
4374
4381
4385
119,800
I I
I 33,000 1
I I
58,800
4,200
I I
1 4,200--
I I
6,500
1 6,500--
1Overtime 3.5%
14,670
I 4,110 I
7,130
17,770
I 3,040 I
9,860
162,940
I i
I 50,850 i
I I
75,790
--
I I
11ncluded under
I I
#4710 1 -- I
100
1 100
I
(Office Supplies
Soo
I Soo
1Reference Material
300
I 300
(Operating Supplies
--
(Included under
#4710 1 -- I
1,500
I 150 I
350
14,250
I 3,250 I
10,000
3,000
I -- 1
3,000
4,700
( 500 i
2,435
1,100
1 -- 1
300 1 300
500
I 500
ILubricants
10,000
I -- 1
10,000
200
1 200
IStreet Repair
12,000
1 -- 1
12,000
48,450
1-1-1-1
1 5,800 1
38,085 1 300 1
10,0001
I I
10,0001
I I
1,0001
1,0001
I
(Professional Services
9,000
1 9,000
ILegaL
1,000
1 1,000
1Engineering
3,000
1 3,000
1PLaming
9,000
1 9,000
(Audit
7,000
1 2,600
ITesting
600
1 600
(Postage
S00
1 500
ITelephone
500
1 500--
(Employment Ad
10,000
1 10,000
(Legal Notices
10,000
1 10,000
(Printing
35,000
1 2,000 1
33,000 1 -- I
1,300
1 500 1
800
2,000
1 2,000
IMobile Equipment Repair
I
-- 1
28,000
I
IPersomel-Includes
I
(Water Resource Coordinator
-- I
--
1Overtime 3.5%
-- I
--
(Part Time -1,040 hr. x$6.25
-- 1
3,430
1Retirement Benefits
-- 1
4,870
Ilnsurance Benefits
-1-1
-- 1
36,300
I
I
-- I
--
I
(Office Supplies
-- 1
--
1Reference Material
-- (
--
(Operating Supplies
"- I
--
ISafety Supplies
-- I
--
(Cleaning Supplies
900 1
100
ICLothing
-- 1
1,000
IMobile Equipment Parts
-" I
--
1FieLd Equipment Parts -Lift Station
-- 1
1,765
(Fuels
250 1
250
ILubricants
-- I
--
ISmalt Tools
-- I
--
IStreet Repair
-- I
--
ISigns
-" I
-"
(Utility System Parts
1,150 i
3,115
1
1 -
I
-- I
--
I
(Professional Services
-- I
--
ILegaL
-- I
--
1Engineering
-- I
--
1PLaming
-- I
--
(Audit
-- I
--
ITesting
2,200 1
2,200
(Postage
-- I
--
ITelephone
-- I
--
(Employment Ad
-" I
--
(Legal Notices
-- I
--
(Printing
-- I
--
(Insurance
-- I
--
(Lift Station Electricity
-- I
--
IMobile Equipment Repair
-" I
--
IStreet Repair
1
ACCOUNT
NUMBER
4386
4390
4397
4411
4412
4414
4415
4456
SUBTOTAL
664 STORM WATER UTILITY
2 3 4 5
ANNUAL
NEW SAVINGS TQ
! BUDGET PROGRAM S 622 #24
! 100
-- -- --
! 5,000
4,000 1,000 --
200
200 -- --
700
700 -- --
100
100 -- --
200
200 -- --
100
-- -- --
500
500 -- --
106,800
67,400 34,800 --
6 7 8
'TRANSFER FROM
661 1 #62 71
50 1 50 lComnunication System Repair
-- -- jUtility System Repair
-- -- Equipment Rental
-- -- Conferences
-- -- Meetings
--I IDues
50 50 Licenses
-- -- Tree Removal
1
2,300 1 2,300
1��
#64 STORM SEWER UTILITY
1 2 3 4 5 6 7 8
ACCOUNT ANNUAL NEW SAYINGS TO/TRANSFER FROM J
NUMBER BUDGET PROGRAM S #22 #24 1 #61 1 #62 ITEM
4560
8,000
8,000 -- -- --
4570
22,225
22,225 -- -- --
4580
13,000
13,000 -- -- --
4710
29,900
-- -- 9,500 9,000
GRAND TOTAL (
390,415
167,275 148,675 9,800 12,450
-- Office Equipment
-- Field Equipment
-- lVehicte
9,500 l7ransfer % of #24 (1/9)
51,215
A. DIAGNOSTIC/FEASIBILITY STUDIES
1. Thomas Lake
• MnPCA Cleanwater Partnership Program
(50% .City Match)
• 1991/92
2. Blackhawk Lake
• MnPCA Cleanwater Partnership Program
(50% City Match)
• 1992/93
3. Le May Lake
• US EPA Clean Lakes Program
(75% City Match)
• 1992/93
4. Stormw ter Drainan e System Stud
• JP Watershed
(100% State LCMR Grant)
• 1992/94
$ 30,000
45,(
40,(
TOTAL DIAGNOSTIC/FEASIBILITY STUDIES $115,000
B. CAPITAL IMPROVEMENTS
1. Lake Aeration
• Thomas Lake (In-place)
• Blackhawk Lake (In-place)
• Le May Lake (Portable)
• Heine Pond (Portable)
• Carlson Lake (Portable)
Sub -total Lake Aeration
$ 35,000
35,000
20,000
15,000
15,000
$120,000
2. Fisheries Management/Restocking
• Thomas Lake (Stocking/Biomanipulation) $ 10,000
• Blackhawk (Stocking/Biomanipulation) 10,000
• Carlson Lake (Stocking Only) 5,000
Sub -total Fisheries Mgmt./Restocking $ 25,000
3. In -basin Treatments
• Blackhawk Lake (Biological Control) $ 10,000
• Thomas Lake (Algaecide Treatment) 8,000
• Le May Lake (Biological Control) 10,000
• Fish Lake (Weed Harvesting - Annual) 5,000
Sub -total In -basin Treatments $ 33,000
4. Wet Pond Modifications
• Blackhawk Lake (BP -2 Deepening) $ 3,000
• O'Leary Lake (Dredging East End) 10,000
• Le May Lake (Detention Pond Development) 10,000
Sub -total Wet Pond Modifications $ 23,000
5. Storm Water Drainage Modifications
• Schwanz Lake (All costs assume 50% matching
PCA Cleanwater Partnership Grant.)
Storm Water Bypasses (2) $ 60,000
Storm Water Modifications Into LP -31 80,000
Sediment Trap Construction 10,000
• O'Leary Lake
- DP 20 & 25 Integration 40,000
lay
• Le May
- Detention Basin Construction $ 10,000
• Heine Pond
- Storm Sewer Bypass 40,000
• Burr Oaks
- Weir Construction GP 1.1/1.2 5,000
Sub -total Storm Water Drainage Modif. $245,000
6. Other
• Phosphorus Precipitator
- Heine Pond $ 15,000
- Carlson Lake 15,000
• Nutrient Pond Bisect
- Burr Oaks (BP -1.2) 10,000
Sub -total Other $ 40,000
TOTAL CAPITAL IMPROVEMENTS $486,000
1-�--.)-
C7
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Agenda Information Memo
May 17, 1990 City Council Meeting
SOLID WASTE ABATEMENT COMMISSION ALTERNATE APPOINTMENT
A. Appointment/Solid Waste Abatement Commission Alternate Vacancy --In official action
at the regular City Council meeting held on April 17, 1990, Mr. Terry Schnell, the present
alternate to the Solid Waste Abatement Commission, was appointed to a position as a
regular member of that Commission. Upon direction from the Council, staff has solicited
and received letters of interest from persons seeking appointment to the vacant alternate
position created by Mr. Schnell's appointment. Three letters have been received addressed
to Mayor Tom Egan and the Eagp City Council. Those letters are enclosed for the
Council's information on pages 12�> through �2a. They are from Joanie Davis, Floyd
Mar and Dennis R. Seiz. Paper ballots will be furnished to the Council at the meeting
on May 17 for the purpose of selecting one of the applicants to be appointed as the
alternate to the Solid Waste Abatement Commission.
ACTION TO BE CONSIDERED ON THIS ITEM: To appoint an alternate to the Solid
Waste Abatement Commission.
May 4, 1990
I
Mayor Thomas Egan and
City Council Members
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122-1597
Dear Mayor and City Council Members,
Kris Kaseman has informed me that the Council has
directed Staff to solicit interested parties for
the vacant Alternate position on the Solid Waste
Abatement Commission. Please accept this letter
as my formal request for consideration for the Al-
ternate position.
N.y husband Terry and I are very concerned with the
affect we all are having on the environment. We
recognize and appreciate the pro -active role the
City of Eagan and S Z11*0 has been taking. I would
like to participate and contribute to the future
efforts made in managing our city's waste.
Thank you for your consideration.
Sincerely,
Joanie Davis
4895 Safari Pass
Eagan, YN 55122
452-2635
cc: Kris Hageman
RecyclingCoordinator
FLOYD A. HIAR
3720 Knoll Ridge Drive f St. Paul, MN 55122-3139 - Home 612/456-0385 - Office 612/456-0387
23 April 1990
Mayor of Eagan & City Council
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122-1897
Dear Mayor Egan and Council Members:
Please accept this letter of interest for an appointment to the
City's Solid Waste Abatement Commission.
I am a self-employed consultant with business experience in
large corporations (16 years - Northwest Airlines) and in small
businesses (past 9 years).
I have actively participated at the City's Solid Waste Abatement
Commission meetings for the past two years. Previously I was
selected to serve on the Dakota County Recycling Subcommittee and
I regularly participate in meetings of the Dakota County Solid
Waste Management Advisory Committee. This past fall I was a
volunteer at the Eagan sponsored household hazardous waste
collection. Additionally, I attend numerous meetings at the
Metropolitan Council which deal with solid waste management
issues.
The challenges of waste abatement are complex and I believe my
understanding of the issues affecting recycling and solid waste
management practices can be of value to our city as we move
forward in the 1990s.
Sincerely yours,
1;-tvd-
•
Floyd A. Hiar
cc: Jon Hohenstein
FH/j s
1 " Printed on 100% Recycled Paper
DENNIS R. SEIZ
3140 Quarry Court
Eagan, MN 55121
April 24, 1990
Mayor Thomas A. Egan and
Distinguished Council Members
City of Eagan
3830 Pilot Knob Road
Eagan, MN 55122
Re: Council Commission Appointment's
Dear Mayor and Council:
It was an honor to have my interests recognized at the April 17,
1990 Eagan City Council Meeting.
Please accept this letter as my request to be interviewed and
considered for a position on the Eagan Solid Waste Abatement
Commission or the Eagan Advisory Parks and Recreation Commission.
I am currently an active member of the Eagan Fire Department and
also serve on the Eagan YMCA Advisory Committee.
I believe that my long term goal of becoming a Hazardous Materials
Disposal Specialist in the Fire Service for the City of Eagan and
Dakota County would complement my participation on the Solid Waste
Abatement Commission.
My love of the environment goes beyond solid waste and hazardous
materials. I am a firm believer that beautiful parks and recrea-
tional facilities are a integral part of family unity and communi-
ty cohesiveness.
Since 1987 I was able to provide the Eagan Parks Department with
some large tree moving and planting services. What a rush to drive
by one of Eagans parks and see something as beautiful as a large
tree where once there were none.
I look forward to your response.
1
Sincerely,
Dennis R. Seiz
p-1
Agenda Information Memo
May 17, 1990 City Council Meeting
APPLICATIONSIMASSAGE THERAPY ESTABLISHMENT AND BUSINESS LICENSE/
RONALD A. MORRIS
B. Applications for Massage Therapy Establishment and Massage Business License,
Ronald A. Morris, Hilltop Family Chiropractic Clinic --The City has received application
for a massage therapy establishment and a massage therapist license from Ronald A.
Morris. Mr. Morris would offer massage therapy in the offices of Dr. Marla Stokke at the
Hilltop Family Chiropractic Clinic. The applications have been reviewed by the Eagan
Police Department and they are recommending City Council approval. Since the massage
therapy will take place at a health care facility (chiropractic clinic) licensed by the State
of Minnesota, it is unnecessary for Mr. Morris to receive a message therapy establishment
license, according to Eagan City Code. However, it is still necessary for Mr. Morris to
receive a message therapist license. Attached without page number is a copy of the
application as submitted by Mr. Morris.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a massage
therapist license for Ronald A. Morris for his practice at the Hilltop Family Chiropractic
Clinic.
kaA
Agenda
Agenda Information Memo
May 17, 1990, City Council Meeting
ORDINANCE,1FSCROW ACCOUNT COLZECITON
C. Ordinance to Facilitate Escrow Account Collection—During 1989, the City's Finance
Department increased efforts to monitor escrow account balances and collect negative
balances in those accounts. The City completed implementation of additional software
programs to track deposits and expenditures, added one additional employee in Finance
and began aggressively pursuing the collection of these accounts. In certain cases the City
Attorney's office is assisting with the process. Unfortunately, progress in collections has
been slow, certain developers continue to do business in the City without paying previous
bills and the City's auditors have expressed a concern about the collectibility of the
balances and implications for the City's financial statements. For these reasons, staff feels
it is necessary to ask the City Council to consider an ordinance that will provide additional
assistance in the collection of these accounts.
A copy of the proposed ordinance and a detailed report on the history of the use of the
escrow accounts and current status will be forwarded to the City Council on Monday with
the Administrative Agenda.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve/deny/modify an
ordinance to facilitate escrow account collection.
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Agenda Information Memo
May 17, 1990 City Council Meeting
SPECIAL PERNIITICELLUI.AR TELEPHONE SITTVUMSYS PARK
D. Special Permit, Cellular One to Allow a Cellular Telephone Site on Lot 1, Block 1,
Unisys Park (City Water Tower) Northeast 1/4 of Section 9 --An application was submitted
by Cellular One (Warren Dunlap) requesting a special use permit to allow cellular
antennas and associated equipment including a small building in the Unisys Park Addition.
The antennas would be placed at the top of the City's water tower which is located south
of Towerview Road and west of Pilot Knob Road. For additional information on this
item, please refer to a report prepared by the Community Development Department
enclosed on pages J—'22[ through j 3.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a special permit
for Cellular One to allow cellular antennas and associated equipment on Lot 1, Block 1,
Unisys Park (City water tower).
rt�
SUBJECT: SPECIAL USE PERMIT
APPLICANT: CELLULAR ONE, WARREN DUNLAP
LOCATION: LOT 1, BLOCK 1, UNISYS PARK
EXISTING ZONING: PF (PUBLIC FACILITY)
DATE OF PUBLIC HEARING: MAY 17, 1990
DATE OF REPORT: MAY S, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: An application has been submitted by Cellular One
requesting a Special Use Permit to allow cellular antennas and associated equipment
including a small building.
COMMENTS: Cellular One is proposing to place antennas at the top of the City's water
tower located south of Towerview Road and west of Pilot Knob Road in the Unisys Park
Addition.
Warren Dunlap of Cellular One explained the scope of the project with City staff. There
are three transmitters and three receiver antennas. The antennas are not the long rod
type; they are 20" x 40" x 8" "box like" antennas. The antennas are attached to a rod
which is welded to the rail on the top of the water tower which is 144'6" in height. The
antennas are connected by cable down through the water tower to a proposed 12' x 28'
building. The unmanned building will house all necessary computer and radio equipment
needed to support this facility. The access is partially blacktopped; Cellular One is
proposing to blacktop up to the water tower and the support building.
Originally, Cellular One wanted to construct the building on the east side of the water
tower, however they (the applicant) located phone lines buried there. Rather than
relocate the phone lines, they are proposing to build the structure of the west side of the
tower.
If approved, this Special Use Permit shall be subject to the following conditions:
1. Cellular One shall enter into a lease with the City of Eagan.
2. All applicable Codes shall be met.
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SCALE: I" - 40' 612-755-0100
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Agenda Information Memo
May 17, 1990 City Council Meeting
VARIANC RIAN BEBE SHORELINE SETBACK
E. Variance, Brian Bebel, 30 Foot Variance to the 50 Foot Shoreline Setback on Lot 42,
Block 1, Duckwood Estates, Northeast 1/4 of Section 15 --An application was submitted by
Brian Bebel requesting a 30 foot variance to the required 50 foot rear yard setback from
O'Leary Lake. Mr. Bebel is attempting to sell the Duckwood Estates lot and feels the
setback restrictions on the lot are making the sale of the lot extremely difficult; therefore,
he is asking for a variance to ease the building setbacks for any potential buyer. For
additional information on this item, refer to a report prepared by the Community
Development Department enclosed on pages 12L'� through
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a 30 foot
variance to the required 50 foot rear yard setback for Brian Bebel for Lot 42, Block 1,
Duckwood Estates.
Y��
SUBJECT: VARIANCE
APPLICANT: BRIAN BEBEL
LOCATION: LOT 42, BLOCK 1, DUCKWOOD ESTATES
EXISTING ZONING: R-1 (SINGLE FAMILY)
DATE OF PUBLIC HEARING: MAY 17, 1990
DATE OF REPORT: MAY 8, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: An application has been submitted by Brian Bebel
requesting a 30' Variance to the required 50' rear yard setback.
COMMENTS: O'Leary Lake is listed as a General Development lake in the Shoreland
Overlay District of the Shoreland Zoning. General Development lakes have a minimum
building setback of 50' from the Ordinary High Water Mark (OHWM). The applicant is
attempting to sell the subject property which is currently vacant. The front setback is 30'
and the 50' setback from the rear total 80' on a lot that is approximately 111' deep. Mr.
Bebel feels that 31' is not enough space for a house and garage on that lot in that
neighborhood. The applicant does not have a particular home style for the lot as he will
not be building on it. He feels the severe setback restrictions on this lot are making the
sale of the lot extremely difficult, therefore he is asking for a Variance to ease the building
setbacks for any potential buyer.
If approved, this Variance shall be subject to all applicable Code requirements.
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Agenda Information Memo
May 17, 1990 City Council Meeting
F. Variance, Mike and Betty Fedde, of 17 Feet to the 30 Foot Required Setback on Lot
4, Block 3, Brittany Addition --An application was submitted by Mike and Betty Fedde,
requesting a 17 foot variance to the 30 foot setback required along a public street for Lot
4, Block 3, Brittany Addition, which is a corner lot located at Norwood Drive and
Norwood Court. The property in question currently meets all setback requirements. The
applicants would like to build a 17 foot by 26 foot garage addition in the setback area off
the west side of the existing garage which would require a variance of 17 feet. For
additional information on this item, refer to a report prepared by the Community
Development Department enclosed on pages LZthrough I�Lj.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a 17 foot
variance to the 30 foot setback required along a public street for Mike and Betty Fedde
for 1662 Norwood Drive, Lot 4, Block 3, Brittany Addition.
139
SUBJECT: VARIANCE
APPLICANT: MIKE & BETTY FEDDE
LOCATION: 1662 NORWOOD DRIVE, LOT 4, BLOCK 3,
BRITTANY ADDITION
EXISTING ZONING: R-1 (SINGLE FANULY)
DATE OF PUBLIC HEARING: MAY 17, 1990
DATE OF REPORT: MAY 4, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: An application has been submitted requesting a 17' Variance
to the 30' setback required along a public street.
COMMENTS: The site in question is on the corner of Norwood Drive and Norwood
Court. The City Code requires a minimum setback of 30' from any public street in the
Single Family zoning district. The property in question has an existing 22' x 24' garage
that currently meets all setbacks. The applicants would like to build a 17' x 26' garage
addition in the setback area off the west side of the existing garage which would require
a Variance of 17'. It appears the lot in question is too small to accommodate the
proposed garage expansion.
Due to the lay of their land, the Feddes would like to have driveway access to Norwood
Court instead of Norwood Drive. This can be done provided a permit to work in the
right-of-way is obtained from the Engineering Department. However, the topography of
the lot does not impact this Variance request because the 17' Variance would be necessary
to accommodate the proposed garage addition even if the land was perfectly flat.
If approved, this Variance shall be subject to:
1. All applicable Ordinances.
2. The driveway and access to Norwood Drive shall be eliminated.
X 39
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Agenda Information Memo
May 17, 1990 City Council Meeting
COMPREHENSIVE GUIDE PLAN AMENDMENTIR.EZONINWRELIM NARY PLATI
SHERWOOD DOWNS ADDITION
G. Comprehensive Guide Plan Amendment, Sherwood Downs Addition/Argus Development
Inc., Changing the Land Use Designation of Approximately 29 Acres from D -II (Mixed
Residential) to D -I (Single Family), a Rezoning of 29.08 PD R-3 (Planned Development -
Townhouse Residential) and A (Agricultural) Acres to R-1 (Single Family Residential),
and a Preliminary Plat for 62 Single Family Lots Located in the Northwest Corner of the
Intersection of Pilot Knob Road and Deerwood Drive in the Northeast 1/4 of Section 21-
-A public hearing was held by the Advisory Planning Commission at their last regular
meeting held on April 24, 1990, to consider separate applications as submitted by Argus
Development Inc., requesting a comprehensive guide plan amendment of approximately
29 acres, a planned development amendment of approximately 20 acres from R-3
(townhouse) to R-1 (single-family) within the Blackhawk Park Planned Development, a
rezoning of approximately 9 acres from A (agricultural) to R-1 (single-family), and a
preliminary plat for Sherwood Downs Addition consisting of 62 lots on 29.42 acres. The
APC is unanimously recommending approval of the comprehensive guide plan amendment,
the planned development amendment and the rezoning. The APC is also recommending
approval of the preliminary plat, but has added a number of revisions to the list of
conditions for preliminary plat approval. Specifically, Condition 3, regarding the 5 foot
building setback variance, was revised to include Lots 1-28, Block 1. Specific pond
volumes were deleted from Conditions 7 and 8. The 15th Condition, regarding water
quality plan requirements, was added to the list.
For additional information on this item, please refer to a staff report prepared by the
Community Development Department which is enclosed on pages A4 through
For the Council's information, enclosed on pages through Lis a copy of the APC
minutes regarding this item. Also for the Council's information, enclosed on page JL4J is
a memo from the Director of Parks and Recreation regarding the Advisory Park and
Recreation Commission action on this item.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a comprehensive
guide plan amendment, a planned development amendment, a rezoning and a preliminary
plat for Sherwood Downs Addition in the Blackhawk Park Planned Development as
requested by Argus Development, Inc.
��2
SUBJECT: COMPREHENSIVE GUIDE PLAN AMENDMENT,
PLANNED DEVELOPMENT AMENDMENT,
REZONING, PRELIMINARY PLAT (SHERWOOD
DOWNS ADDMON)
APPLICANT: ARGUS DEVELOPMENT, INC.
LOCATION: NE 1/4 SECTION 21
EXISTING ZONING: R-3 WITHIN BLACKI AWK PARK P.D. &
AGRICULTURAL
DATE OF PUBLIC HEARING: APRIL 24, 1990
DATE OF REPORT: APRIL 18, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: Separate applications have been submitted requesting a
Comprehensive Guide Plan Amendment of approximately 29 acres, a Planned Development
Amendment of approximately 20 acres from R-3 (Townhouse) to R-1 (Single Family)
within the Blackhawk Park Planned Development, a Rezoning of approximately nine acres
from Ag (Agricultural) to R-1 (Single Family), and a Preliminary Plat consisting of 62 lots
on 29.42 acres.
This site is located along the west side of Pilot Knob Road and the north side of
Deerwood Drive.
COMPREHENSIVE PLAN: The project site is designated in the Comprehensive Land
Use Guide Plan D -II (Mixed Residential, 0-6 units per acres). A proposed single family
residential subdivision at a density of less than three units per acre is most consistent
with a D -I (Single Family residential, 0-3 units per acre) designation. As such, a
Comprehensive Plan Amendment to change the land use designation from D -II to D -I is
appropriate. A D -I designation would be generally compatible with the adjacent D -II
and PF (Public Facility) uses surrounding the project site.
EXISTING CONDITIONS: The site is surrounded by the Kingswood and Cutters Ridge
single family additions to the north, approximately 10-15 acres of Agricultural property
to the west, along with Interstate 35E. There is an existing vacant home and sheds
located near the Deerwood/Pilot Knob Road intersection that will be removed with this
development. Another home site on approximately 2.5 acres along Deerwood Drive is not
included with this plat. The applicant was unable to acquire this property, however a
proposed development plan for that property was included with the Sherwood Downs
proposal so the ultimate development of the area could be evaluated. It appears that
P,43
three lots will be possible with access to the internal street.
The overall site is very rolling and contains significant massings of mature trees including
oaks, elms, poplar, and a great deal of understory secondary growth. A major concern
with the original submission was the loss of trees along Pilot Knob Road, especially around
the low spot at the northeast portion of the plat. That was the result of connecting what
is now being proposed as the easternmost two cul-de-sacs. Only four lots will now have
frontage along Pilot Knob Road; two of the lots will have side yards and the two that have
rear yards will be wooded and approximately be 280' deep.
SITE PLAN/CODE CONFORMANCE: Three access points are proposed onto Deerwood
Drive with the westerly two lining up with Deerwood School and the Deerwood Addition
on the south side of the street. Cul-de-sac Variances are necessary for three of the four
proposed since they are over 500', however the longest two are approximately 650' and
would serve no more than 15 homes each. Most of the streets are shown with a 50' right-
of-way and the applicant is requesting 5' setback Variances on those lots to a 25' setback.
Other 5' setback Variances are requested along the west side of Street E where there is
a 60' right-of-way connecting to Rocky Lane in the Cutters Ridge Addition. The lots vary
in size from 12,000 - 28,870 sq. ft., averaging 15,647 sq. ft. and all are at least 85' wide at
the 30' setback, except Lot 5, Block 3, which is a stovepipe shaped lot. It contains over
21,000 sq. ft. and the house pad is placed further back on the lot due to an existing storm
sewer line. It does, however meet the 50' wide width at the right-of-way line. The gross
density of the project is 2.17 units per acres; the net density is 2.81 units per acre.
144
GRADING/DRAINAGE/EROSION CONTROL: This development incorporates
a section of land with considerable variations in topography and
elevation with the maximum differential of approximately 801. The
proposed grading plan incorporates several knolls and side slopes
and two low areas which will be storm water ponds. The maximum cut
is 20' in the east central section of this site, and the maximum
fill is 28' in the southwest corner of this site.
The grading plan is proposing to construct a 6' high retaining wall
along the northwest corner of this site to protect an area of trees
along I -35E.
The extension of Rocky Lane in the northwest corner of this site
is proposing to have a 10% street grade for approximately 2001.
The other street grades on this site are less than 6% and the
developer has met the City standards for 2% slopes through the
intersections.
Staff recommends that a berm be added along the I -35E common
property line in the northwest corner of this site. The berm will
provide a buffer and screen from the residential area to the
Interstate.
An existing 33" trunk sanitary sewer line drains through the
proposed storm water pond on the north side of Deerwood Drive.
Approximately 5' of fill should be added over the sanitary sewer
line along the edge of the pond to provide adequate cover over the
shallow pipe.
The preliminary grading plan proposes to save and protect the trees
in the northeast corner of this site around the proposed pond.
These trees will provide a good buffer and screen between Pilot
Knob Road and the residential area in this development.
The drainage plan proposes to direct the majority of the runoff
from this site to two ponds. These will be new ponds added to the
City's storm sewer ponding system. The proposed pond in the
northeast corner of this site currently has an outlet to the east
across Pilot Knob Road through the Hidden Valley development's
storm sewer system and into Pond JP -6. Staff recommends that the
outlet to the pond be improved to provide a wet storage volume of
0.4 acre feet minimum and to control the outlet flow rate to 1 cfs.
The proposed pond in the southcentral section of this site will
need to have an outlet provided to it that will connect into the
existing storm sewer in Deerwood Drive. The outlet shall be
designed to control the flow rate out of the pond to 1 cfs and
provide a wet storage volume of 1.8 acre feet. The nutrient
trapping at this pond will reduce the nutrient concentrations
expecting to outflow from this pond with an efficiency removal rate
of approximately 60%. This pond is upstream of Pond BP -29 which
flows into Blackhawk Lake.
The development will be responsible for installing and maintaining
erosion control measures in accordance with the City's
Erosion/Sediment Control Manual Standards.
The drainage plan shall add a storm sewer line to drain a
landlocked low area along the north edge of this site. The flow
from this landlocked low area is approximately 3 cfs during a five-
year storm and the storm sewer shall direct the flow to the pond
in the northeast corner of the site. The drainage plan shall also
add the storm sewer on Street C to handle the runoff of
approximately 8 cfs at the intersection of Street C with Deerwood
Drive. This storm sewer system shall drain to the west to the
proposed pond on the north side of Deerwood Drive.
UTILITIES: Sanitary sewer of sufficient size, capacity and depth
has been stubbed to the southeast corner of this site and the
sanitary sewer layout plan proposes to connect to that stub to
serve the east half of this site. The west half of the site will
be served by connecting 8" lateral lines to the existing 33" trunk
sanitary sewer that drains northwesterly from Deerwood Drive to I -
35E. The 33" trunk sanitary sewer is approximately 30'-35' deep
through the majority of the site. The developer is responsible
for any damage that might have occurred to the pipe during the
construction of this development. An 8" sanitary sewer stub shall
be added to the west property line along the north side of Deerwood
Drive to provide for a future sanitary sewer service to the
undeveloped properties to the west.
Water main of sufficient size, pressure and capacity is available
to serve this development from an existing 18" water main on
Deerwood Drive plus a 12" water main that crosses Interstate 35E
in the northwest corner of the site and also from two 8" water main
stubs from the Cutter's Ridge development. The preliminary water
main layout proposes to connect to the 18" water main on Deerwood
Drive in three different locations and the developer shall replace
any disturbed street or sidewalk on Deerwood Drive to its original
condition as necessary. Staff recommends that the developer shall
add a water main connection from Street A to Street B to provide
a looping water supply system for these two cul-de-sacs.
No access is being proposed off Pilot Knob Road. The street layout
plan does show three accesses off Deerwood Drive. Also, the
existing stub streets on Rocky Lane and Clipper's Road in the
Cutter's Ridge development shall be connected to with this
development. These connections will improve the access and
circulation to the Cutter's Ridge and Kings Wood 2nd Addition.
City staff recommends that a concrete valley gutter shall be
constructed across Deerwood Drive at all three street
intersections.
/ Y/ 4
MIGHT-OF-WAY/EASEMENTS/PERMITS: This development shall dedicate
all right-of-way and easements necessary for the internal streets,
sanitary sewer, water main and storm sewer systems of sufficient
width as required by alignment and depth. The existing 33"
sanitary sewer that runs through the west half of this site needs
to have a 60' wide easement dedicated over it since it is 30'-35'
deep. The two proposed ponds shall have easements dedicated over
them up to the high water level. A temporary slope easement will
be required to be obtained from the adjoining properties before
this development can perform any grading on the adjoining
properties.
This development shall be responsible for ensuring that all
regulatory agency permits (MPGA, MWCC, Department of Health, Dakota
County, MnDOT, etc.) are acquired prior to final plat approval.
FINANCIAL OBLIGATION - SHERWOOD DOWNS:
Based upon the study of the financial obligations collected in the
past and the uses proposed for the property, the following charges
are proposed. The charges are computed using the City's existing
fee schedule and connections proposed to be made to the City's
Utility system based on the submitted plans.
Improvement
Prof.
Use
Rats
Quantity
Amount
Storm Sewer Trunk
297
SF
.056/SF
327,506 SF
$18,340
Lat Benefit Water Trunk
24
SF
14.18/FF
462 FF
6,551
Lat Ben San Sewer Trunk
88
SF
33.10/LF
1,100 LF
36.410
Total
$42,931
SHERWOOD DOWNS ADDITION CONDITIONS
1. These standard conditions of plat approval as adopted by Council action on
September 15, 1987 shall be complied with:
Al, B1, B2, B3, B4, Cl, C2, C5, D1, E1, F1, and G1.
2. Additional landscape screening along the southeast cul-de-sac to block headlights
facing Pilot Knob Road shall be provided.
3. The cul-de-sac lengths shall be approved as per the plan dated April 5, 1990.
Five foot building setbacks to 25' shall be permitted on: Lots 1-17, Block 1, Lots
1-7, Block 2, Lots 3, 4, 9, & 12-16, Block 3.
4. The well and septic systems shall be abandoned to City specifications.
5. The development is required to submit detailed plans and
specifications of the proposed retaining wall construction for
staff review prior to grading permit issuance.
6. The development will be responsible for any damage done to the
City's existing 'trunk sanitary sewer as a result of the
development's activities.
7. The development is required to provide 0.4 acre feet of wet
pond volume and a 1 cfs outlet control for the pond in the
backyard area of Lots 8, 9 and 24, Block 1, adjacent to Pilot
Knob Road.
8. The development is required to provide 1.8 acre feet of wet
pond volume and a 1 cfs outlet control for the pond proposed
in the south central portion of Block 2.
9. The development is required to provide a 3 cfs capacity storm
sewer outlet to the landlocked low area created in the
backyard area of Lots 4, 5 and 6, Block 1.
10. An 8 cfs capacity storm sewer is required for Street C at its
intersection with Deerwood Drive.
11. The development is required to provide an 8" sanitary sewer
stub to the west line of the development along the north side
of Deerwood Drive.
12. The development is required to loop the water main between the
cul-de-sacs in Streets A and B.
13. A 60' wide easement is required for the existing 33" trunk
sanitary sewer which crosses the westerly portion of the
development.
14. Temporary slope easements are required from adjacent
properties where grading extends beyond the development.
INA
A.
B.
C.
STANDARD CONDITIONS OF PLAT APPROVAL
Assessments
1. This development shall accept its additional assessment
obligations as defined in the staff's report in
accordance with the final plat dimensions and the rates
in effect at the time of final plat approval.
Easements and Rights -of -Way
1. This development shall dedicate 10' drainage and utility
easements centered over all common lot lines and adjacent
to private property or public right-of-way.
2. This development shall dedicate, provide, or financially
guarantee the acquisition costs of additional drainage,
ponding, and utility easements as required by the
alignment, depth, and storage capacity of all required
public utilities and streets located beyond the
boundaries of this plat or outside of dedicated public
right-of-way as necessary to service this development.
3. This development shall dedicate all public right-of-way
and temporary slope easements for ultimate development
of adjacent roadways as required by the appropriate
jurisdictional agency.
4. This development shall dedicate adequate drainage and
ponding easements to incorporate the required high water
elevation necessitated by City storm water storage volume
requirements.
Plans and Specifications
1. All public streets and utilities necessary to provide
service to this development shall be designed by a
registered professional engineer in accordance with City
codes and engineering standards and policies, and
approved by staff prior to final plat approval.
2. A detailed grading, drainage, erosion, and sediment
control plan must be prepared in accordance with current
City standards and approved by staff prior to final plat
approval.
3. This development shall insure that all temporary dead end
public streets shall have a cul-de-sac constructed in
accordance with City engineering standards.
1�1
STANDARD CONDITIONS OF PLAT APPROVAL
PAGE TWO
4. A detailed landscape plan shall be submitted on the
proposed grading plan and approved by staff prior to the
final plat approval. The financial guarantee shall be
included in the Development Contract and not release
until one year after the date of installation.
5. All internal public and private streets shall be
constructed within the required right-of-way in
accordance with City design standards.
D. Public Improvements
1. If any public improvements are to be installed under a
City contract, the appropriate project must be approved
by Council action prior to final plat approval.
E. Permits
1. This development shall be responsible for the acquisition
of all regulatory agency permits in the time frame
required by the affected agency.
F. Parks Dedication
1. This development shall fulfill its parks dedication
requirements as recommended by the Advisory Parks and
Recreation Commission and approved by Council action.
G. Other
1.
Approved:
Revised:
All standard platting and zoning conditions shall be
adhered to unless specifically granted a variance by
Council action.
Advisory Planning Commission
Auqust 25, 1987
PLATAPPR.CON
LTS #1
6/12/89
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City Council
September 15, 1987_
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Page 2/ADVISORY PLANNING COMMISSx#�X::fit
April 24, 1990
Commissionmember Voracek li:'s ed if :there were any prohibitions
regarding the' location next €ci::::::?ths:::::::�.6 taurant in the vicinity.
Community Development Director Da :e:::::::9dhkle responded that these
prohibitions were covered by the licensing requirements in the Code.
Commissionmember Merkley asked if this was a new business for Ms.
Aird. She responded that it was.. and that it was 2400 square feet in
size.
Commissionmember Hoeft asked i%': any::::::boarding would take place
other than that needed for surgery. The applicant stated no.
Commissionmember Hoeft then requesti&� that::an additional condition be
added to prohibit overnight boad3ii::::eXepor medical purposes.
Miller moved, Voracek seconded, the. motion to approve a
conditional use permit to allow a veterinary clinic in a CSC
(Community Shopping Center) district on Lot 4, Block 1, Town Centre
100 Sixth Addition located on the south side of Denmark Avenue in the
north half of Section 15 subject to all applicable ordinances and
licensing requirements and that:::::;:np. overnight boarding be allowed
except for those clients requiring':sur.,.! .—.:::..All voted in favor.
#MMWOOD DOWNS ADDITION::: ARGOS : ;!&V$LOPXZNT IVC.
Chairman Graves opened the::::::: *%';E"" public hearing regarding a
Comprehensive Guide Plan amen tdi� changing the land use designation
from D-2 (Mixed Residential -.approximately 29 acres) to -D-1 (Single
Family, a rezoning of 29.08 PD -R-3 - Planned Development - Townhouse
Residential) and A (Agricultural) acres to R-1 (Single Family
Residential) and a preliminary plat for 62 single family lots located
in the northwest corner of the:.:.intereecti.on of Pilot Knob Road and
Deerwood Drive in the northeast :::iiia"4tr::: :of Section 21. Chairman
Graves also referenced the letter... -received from Rollie Crawford
opposing the proposal.
Community Development Director bile kuhkle presented the staff
report and a summary of the application:
Page 3/ADVISORY PLANNING COMMIS-JS-1-W1--,-.:KT.-X=- - 1S"' ::;
April 24, 1990
Todd Franz, an adjoining ; .V"" had access concerns and
referenced a property line dispute
Jim Solie expressed concern with the lot size and the saving of
trees.
Dick Schuler (of Keyland:",:*:U*' des:).::::':::st;ited that he had tree loss
concerns on the property.
Jim DeVol asked how many trees would::be lost and also had lot
size concerns. •�•��� ��'
Assistant City Engineer 'Mike Foertsch stated the condition 11
would provide sanitary sewer to the west- property line of the
adjoining property. Community Development Director Dale Runkle
explained that the property line dispute involving Franz was a
private concern.
Wayne Tauer gave a breakdown-b1f::;; he various lot sizes and showed
the Planning Commission which tree9-iiia ii.-1d::::be saved and those areas in
which they would be lost. Commassionn4tber Merkley asked if a tree
inventory had been done. Mr. that that it had been and
discussed the various types of trees:::h::::tli'e site with the audience.
Brian Olson of Argus Development explained that the tree loss was
similar to that property to the south of the development and that the
tree survey had been provided to staff.
Gary Horke (Keyland Homes) stated that larger lots would save
more trees. Mr. Tauer repliemust be considered
and that the developer was f61-1 sting topography and was
using a good design.
Mr. Schuler stated that the 4.tteets:::::::.should be spaced further
apart. Chairman Graves stated that,:,:the property was currently Comp
Guided D-2 and could be twice as dense as the"'proposed development.
Assistant City Engineer Mike Foertsch stated that the Deerwood
street spacing was adequate and that the roadways had been aligned to
give better traffic control.
Mr. Olson stated that this was the seventh version of the plan
and was designed in con junction::wri::;i:Cy and the consultant and
that the developer was restrict iiig:'te g2id sues.
/s7
Page 4/ADVISORY PLANNING COMMI9S1:b9:::1:
April 24, 1990
Mr. DeVol stated that they 'iie ded gwil iy and that this should be
parkland. Mr. Tauer explained tck2i'awk Park had been dedicated
from the prior PUD. John Klein,''iiad further comments on park
dedication.
Commissionmember Voracek asked how many oaks would be staying.
Mr. Olson replied that approxima isle -1 ::::::.50% would be removed.
Commissionmember Voracek quest itiriefl:::.thti::::ua:10e of the homes. Mr. Olson
stated that they would be in the $12:0:;:000.0:0:::to $170,000.00 range and
similar in design to Cliff Ridge and Sunrise Hills. Commissionmember
Voracek asked if the southeast#i:1-de-sac (Street B) could be
shortened. Mr. Tauer said he would:.::axatne.:tat possibility.
Commissionmember Merkley asked if'the pads would be graded with
the streets and that leaving them for the future homeowners to grade
may be advantageous.
Mr. Tauer stated that they would be graded with the streets and
that custom grading did not VOr-k-in a standard home development and
would be much more expensive::i;::::::Lammissionmember Merkley further
questioned the location of the ret&:nrg:::wall and berming. Mr. Tauer
showed the locations.
Chairman Graves asked the4z for the setback variance.
Community Development Director:.%�,all'i""Runkle stated that the site line
for the entire street was Made uniform. Commissionmember Miller
reiterated that the proposal was a down -zoning of the current
Comprehensive Guide Plan, thereby allowing less intense development.
There was further discussion regarding the comparison of lot size
to the northern developments.
Chairman Graves stated that the btrm requirement was to be worked
out with staff. Assistant City Erg:neer::::::Mike Foertsch requested
revisions to conditions 7 and 8 and ah::additional condition regarding
the Water Quality Management Plan. Those changes were adopted by the
Commission in their final condition list.
Voracek moved, Hoeft seconded, the motion to approve a
Comprehensive Guide Plan amendment changing the land use designation
from D-2 (Mixed Residential - approximately29 acres) to D-1 (Single
Family). All voted in favor.
Voracek moved, Hoeft sec')jciad :;:: ##caotxon to approve a rezoning
of approximately 9 acres from'.A (Agreti3tural) to R-1 (Single
Family). All voted in favor.
Page 5/ADVISORY PLANNING COI�MISS�ON:::�NUTES-::;.:.;:;
April 24, 1990
Voracek moved, Hoeft secon'diid .'::: :�h6-.-motion to approve a Planned
Development amendment of approxima 'ly'20 acres from R-3 (Townhouse)
to R-1 (Single Family) within the Blackhawk Park Planned Development.
All voted in favor.
Voracek moved, Miller ::::<}oded;;:;:;::::the motion to approve a
preliminary plat for 62 single::amy::l�cits::located in the northwest
corner of the intersection of Piloi::'Knob::Raad and Deerwood Drive in
the northeast quarter of Section .21, subject to the following
conditions:
1. These standard condit� of s-: it approval as adopted by
Council action on September 15, 1987 shall be complied with: Al, B1.,
B2, B3, B4, C1, C2, C5, D1, E1, F1 and G1.
2. Additional landscape screening along the southeast cul-de-sac
to block headlights facing Pi16t:::ob Road shall be provided.
3. The cul-de-sac lengths shall be approved as per the plan dated
April 5, 1990. Five foot buildng;:;:;:::s:ei bks to 25 feet shall be
permitted on: Lots 1 through 28.,:;:::B:flC3 1; Lots 1 through 7, Block 2;
Lots 3, 4, 9 and 12 through 16 , :::B:J oek .3.
4. The well and septic system shall be abandoned to City
specifications on the house in the southeast corner of the
development.
5. The development is required:::::::to submit detailed plans and
specifications of the proposed retaij)-Ing w4li construction for staff
review prior to grading permit issuande:
6. The development will be responsible for any damage done to
this City's existing trunk sanitary sewer as a result of the
development's activities.
7. The development is requiire,d.:;.to:;:grpvide a
for the pond in the backyard:::::::area:::::::';:::::rots
adjacent to Pilot Knob Road.
/0
1 efs outlet control
80, 9 and 24, Block 1
k
Page 6/ADVISORY PLANNING COMMIStii:$
April 24, 1990
S. The development is requd::€Qtovide a 1 cfs outlet control
for the pond proposed in the south ri— tial portion of Block 2.
9. The development is required to provide a 3 cfs capacity storm
sewer outlet to the landlocked:.::�bw:.:area:: cr.eated in the backyard area
of Lots 41 5 and 6, Block 1.
10. A 8 cfs capacity storm sewak:•is required for Street C at its
intersection with Deerwood Drive+:.:.:.;
11. The development is required to provide an 8 inch sanitary
sewer stub to the west line of the development along the north side
of Deerwood Drive.
12. The development is requ1 red:.::ta:::;loop the watermain between the
cul-de-sacs in Streets A and B.
13. A 60 foot wide easement.:; :::required for the existing 33 inch
trunk sanitary sewer which cxps--ses the westerly portion of the
development.
14. Temporary slope easements are required from adjacent
properties where grading extends beyondthe development.
15. The development is to compl:: with:::those standards set forth
for new developments in the Water Quality Management Plan.
All voted in favor.
ES ADDITION - SOUTHERN LAKES PAR
Chairman Graves opened c hearing regarding a
request for a Comprehensive •e........1.• ..:...., ndment and rezoning of
approximately 13 acr aii>:R+:::::5kg1 Fa district and
preliminary pl onsisting of"'11 Iots'Iocated east of 3 and
north of Road abutting Inver Groves Hefights to the east.
Lc. o
i31 s� jV 1
TO: TOM HEDGES, CITY ADMINISTRATOR
FROM: KEN VRAA, DIRECTOR OF PARKS AND RECREATION
DATE: MAY 10, 1990
RE: SHERWOOD DOWNS ADDITION - ARGUS DEVELOPMENT, INC.
The Advisory Parks and Recreation Commission reviewed the above referenced proposal
at its May 3, 1990 meeting and made the following recommendations:
1. That Lots 5-13 and 18-28, Block 1, Sherwood Addition be responsible for a
cash parks dedication.
2. That the entire proposal be responsible for a cash trailway dedication.
KV:cm
cc: Ed Kirscht, Engineering Technician
Marilyn Wucherpfennig, Planning Aide
Marlene Zaleznicik, Planner I
SLI
Agenda Information Memo
May 17, 1990 City Council Meeting
COMPREHENSIVE GUIDE PLAN AMENDMENTIREZONINGIPRELIMINARY PLATT
SOUTHERN LAKES ADDITION
H. Comprehensive Guide Plan Amendment, Southern Lakes Addition/Southern Lakes
Partnership, Changing the Land Use Designation of Approximately 13 Acres from D-11
(Mixed Residential) to D -I (Single -Family), a Rezoning of 13 Acres from A (Agricultural)
to Single Family, and a Preliminary Plat Consisting of 11 Lots Located East of Highway
3 and North of Cliff Road, in the Southwest 1/4 of Section 25--A public hearing was held
by the Advisory Planning Commission at their last regular meeting held on April 24, 1990
to consider separate applications requesting a comprehensive guide plan amendment, a
rezoning of approximately 13 acres to an R-1 (single-family) district and a preliminary plat
consisting of 11 lots located east of Highway 3 and north Cliff Road abutting Inver Grove
Heights to the east. The site is part of a development which spans the border of and is
located in both the Cities of Inver Grove Heights and Eagan. The development
encompasses a total of approximately 252 acres, including an 18 -hole championship -style
golf course and 117 single-family lots. The APC is unanimously recommending approval
of all applications. The concept phase is still subject to technical review.
For additional information on this item, please refer to a staff report prepared by the
Community Development Department which is enclosed on pages through Qr,.
Also for the Council's information enclosed on pages M and � l is a copy of a letter
from the Director of Public Works from the City of Inver Grove Heights to the Director
of Public Works of the City of Eagan summarizing points to be included in a joint powers
agreement between the two Cities. This information was not available at the time of the
report prepared by the Community Development Department. The Eagan City Attorney
will be directed to prepare a formal joint powers agreement between the two Cities which
would be brought back to the Council for approval at a later date, which date would be
prior to any final plat approval.
For the Council's information, enclosed on pages 129throughly is a copy of the APC
minutes regarding this item. Also for the Council's information, enclosed on page
isa memo from the Director of Parks and Recreation regarding Advisory Park and
Recreation Commission action on this item.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a comprehensive
guide plan amendment, a rezoning and a preliminary plat for Southern Lakes Addition as
applied for by Southern Lakes Partnership.
��z
SUBJECT: COMPREHENSIVE GUIDE PLAN AMENDMENT,
REZONING, PRET MINARY PLAT (SOUTHERN
LADS ADDITION)
APPLICANT: SOUTHERN LAKES PARTNERSHIP
LOCATION: E. 1/2 SECTION 25
EXISTING ZONING: AG (AGRICULTURAL)
DATE OF PUBLIC HEARING: APRIL 24, 1990
DATE OF REPORT: APRIL 19, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: Separate applications have been submitted requesting a
Comprehensive Guide Plan Amendment, Rezoning of approximately 13 acres to an R-1
(Single Family) district and a Preliminary Plat consisting of 11 lots located east of
Highway 3 and north of Cliff Road abutting Inver Grove Heights to the east. The site
encompasses a total of approximately 252 acres, including an 18 -hole championship style
golf course and 117 single family lots.
COMPREHENSIVE PLAN: The project site is designated for D -II (Mixed Residential,
0-6 units per acre) in the Comprehensive Land Use Guide Plan. The proposed Single
Family residential subdivision at a density of less than one unit per acre is most consistent
with the D -I (Single Family Residential, 0-3 units per acre) designation. As such, the
Comprehensive Plan Amendment to change the land use designation from D -II to D -I is
appropriate. A D -I designation would be compatible with the adjacent D -I and D -II uses
surrounding the project site.
BACKGROUND: On August 22, 1989, the Advisory Planning Commission heard a request
by this applicant to rezone the property to a Planned Development district, allowing an
undefined number of multiple family housing units. The area in Inver Grove was intended
for Single Family development only, along with the golf course and related items. The
applicant never intended to develop a multi -family area, only sell it to a builder in the
future. The Commission was reluctant to act on a Planned Development zoning allowing
the multi -family zoning without at least a development plan and until some action was
taken by the City of Inver Grove Heights regarding the extension of the Metropolitan
Urban Service Area (MUSA) line and the amendment to their Comprehensive Plan. The
item was unanimously continued by the Advisory Planning Commission. Since that time,
the following has transpired: On September 11, 1989, the Inver Grove City Council gave
approvals for the requested Comprehensive Guide Plan Amendment subject to the
execution of Joint Powers Agreements with the City of Eagan and the expansion of the
t C,3
City's MUSA line by the Metropolitan Council. The Rezoning to a Planned Development
district was continued until such time the final development plan would be approved. The
preliminary development plan was approved subject to a number of conditions. On
Wednesday, April 11, an in-house only meeting was held with all City departments being
notified so issues and concerns regarding the proposed Joint Powers Agreement could be
discussed. The direction given to the Community Development Department was to have
the City of Inver Grove Heights propose to Eagan what items would be the responsibility
of each City. These items may consist of, but not be limited to: fire and police
protection; street and utility maintenance; mail delivery; street addressing; who would be
the responsible party for the issuance of building permits; 911 Emergency Services; and
how would different property identification systems of each City be integrated with each
other or which one would supersede the other. That letter has not been submitted to the
City of Eagan as of yet, but the issues are at least being identified for both Cities. The
Joint Powers Agreement should be to both Cities satisfaction prior to final plat approval.
EXISTING CONDITIONS & PROPOSED DEVELOPMENT PLAN: The site consists of
rolling grassland with heavily wooded hillsides. Approximately one-third of the site
contains mature oak and maple stands. There are also nine ponds ranging in size from
one acre to twelve acres. Adjacent land use is Agricultural on all sides.
The single family portion of the subdivision is designed so nearly all of the lots abut the
golf course. The golf course itself was designed by T.H.K. Associates of Denver,
Colorado. T.H.K. was retained by Mn Mutual Life to provide the market research, land
planning, golf course design, entrance monumentation, and signage for the Wedgewood
Valley Golf Club and subdivision in Woodbury. The 18 -hole par 72 course is over 7,000
yards long from the championship tees. Pool and tennis courts are also anticipated for
the clubhouse. Following is a breakdown of the specific land uses:
Development Land Areas Acres
Inver Grove Heights 239.7
Eagan 12.40
Total 251.10
Land Use {appro)dmate) Acres
Inver Grove Heights
Golf course/open space 177.5
Single-family residential 40.0
Public right-of-way 13.7
Clubhouse/recreation area 7.0
Maintenance 1.5
r
Eagan
Golf course/open space/park 3.9
Single-family residential 8.0
Public right-of-way .5
Future total land area (approx.) 252.1
The single family lots in Eagan meet all R-1 lot requirements and vary in size from 17,000
sq. ft. to 50,000 sq. ft. averaging nearly 23,000 sq. ft.
GRADING/DRAINAGEIEROSION CONTROL: The grading that will be
required for the 11 single-family residential lots in the Eagan
portion of the development will require cuts of up to 20' and fills
up to 161. The preliminary grading plan proposes to provide 61-
10' high berms along Cliff Road and the railroad right-of-way to
provide screening. Staff recommends that berming also be added
along the west side of the Clubview Circle cul-de-sac to allow the
proposed berm to continue the entire length_ along the railroad
right-of-way.
To minimize erosion into Pond LP -30, the grading plan shall protect
and save the trees and vegetation for a 50' wide strip around Pond
LP -30. Pond LP -30 is a designated ponding area in the City's
Comprehensive Storm Drainage Plan. The development will be
responsible for installing and maintaining erosion control measures
in accordance with the City's Erosion/ Sediment Control Manual
Standards. The drainage plan for this development proposes to
direct the runoff from the Eagan portion of the site directly to
Pond LP -30. However, Pond LP -30 is designated as a Class II
Indirect Contact Recreational waterbody in the City's recently
adopted Water Quality Management Plan. The recreational use of
this waterbody is identified as canoeing and/or fishing. Pond LP -
30's water quality currently meets those requirements. In order
to preserve the water quality of this pond, the drainage plan shall
include the construction of nutrient detention basins to treat the
site generated storm water runoff from the new development before
discharge into Pond LP -30 or not discharge any site generated storm
water runoff into Pond LP -30.
An outlet will need to be provided for Pond LP -30. The outlet for
the pond will protect the houses around the pond from flooding in
the case of an extended wet period or major rainfall event.
UTILITIES: A 12" trunk sanitary sewer line has been provided to the
intersection of Cliff Road and East Greenleaf Drive. According to
the Comprehensive Sanitary Sewer Plan, this 12" trunk line has
sufficient size, capacity and depth to serve the Southern Lakes
development with the density as proposed. The preliminary utility
plan provides a sanitary sewer line along Cliff Road from the
development to East Greenleaf Drive. The estimated flow from the
proposed 117 single-family units plus the five -acre commercial
site/clubhouse will not exceed the planned flow estimated in the
Comprehensive Sanitary Sewer Plan that was assumed for this area.
The areas in Inver Grove Heights proposed to- be served by the Eagan
sanitary sewer system shall be subject to the trunk area sanitary
sewer charges for the City of Eagan.
The sanitary sewer layout for Clubview Court shall include an 8"
sanitary sewer stub to the west to serve the east section of Parcel
#010-75 which lies easterly of T.H. 3. This sewer stub will
provide service to that currently vacant property.
Water main of sufficient size and capacity is available to serve
the Eagan portion of this development by extending the 12" trunk
I �
water main at East Greenleaf Drive and Cliff Road. The Inver Grove
Heights portion of this development has not been included in the
Comprehensive Water Supply and Distribution Plan. Therefore,
additional water main might be necessary to serve the Inver Grove
Heights portion from the Eagan water system. To provide looping
and adequate fire protection for the Inver Grove Heights portion
of the development, water main will be required to be extended from
the northwest corner of this site northerly to the proposed water
main in the proposed Autumn Ridge development. In addition, an
added section of water main from Clubview Drive to Autumn Oaks
Drive along the south side of DNR Pond 296W will provide adequate
fire protection to the site.
STREETS ACCESS CIRCULA ION: The preliminary street layout plan
proposes access to the 11 lots in Eagan from a connection to Cliff
Road at a location approximately 1,000' east of T.H 3. The
location of this street opening onto Cliff Road will require Dakota
County reviewal and approval.
The streets in Eagan shall be designed to normal City standards
with an urban section and concrete curb and gutter.
EASEMENTS RIGHT-OF-WAY PERMITS: Sufficient right-of-way and
drainage and utility easements shall be dedicated for the proposed
streets and utilities that will be needed to serve this
development. Sufficient right-of-way for Cliff Road shall be
dedicated as required by Dakota County. Restricted access shall
also be dedicated on the final plat for all frontage along Cliff
Road on either side of the proposed street access points.
The preliminary street layout plan does not propose any accesses
off T.H. 3 which would also require a crossing of the railroad
tracks. This development shall be responsible for ensuring that
all regulatory agency permits (MPGA, MWCC, Department of Health,
Dakota County, etc., are acquired in a timely manner.
FINANCIAL OBLIGATION - SOUTHERN LAKES:
The City of Eagan will be providing water and sanitary sewer
utilities to the Southern Lakes Development which is in Eagan and
Inver Grove Heights. The Joint Powers agreement between the City
of Inver Grove Heights and the City of Eagan has not been drafted
at this date, so the amount of the financial obligation is unknown.
Approximately 144 acres of this proposed plat drains into the City
of Eagan storm sewer. The current plat configuration proposes that
most storm water will be kept in Inver Grove Heights. Any storm
sewer trunk charge will also be negotiated as part of the Joint
Powers agreement between the City of Eagan and the City of Inver
Grove Heights.
For that portion of the plat located in the City of Eagan, the
following financial obligation is estimated:
Improvement Use Rate Quantity Amount
Sanitary Sewer Trunk S.F. 1,435/A 7.9 A $11,336
Water Trunk S.F. 1,450/A 7.9 A 11,455
Storm Sewer Trunk S.F. .056/S.F. 342,800 S.F. _19.197
Total $41,988
SOUTHERN LAKES CONDITIONS
1. These standard conditions of plat approval as adopted by Council action on
September 15, 1987 shall be complied with:
Al, B1, B2, B3, B4, Cl, C2, C5, D1, E1, F1, and G1.
2. The Joint Powers Agreement shall be completed and approved by the City
Council prior to Final Plat approval.
3. Extension/construction of City trunk watermain, sanitary
sewer, and storm sewer must be approved by City Council prior
to final plat approval.
4. The development is required to treat the site generated storm
water runoff in accordance with recommendations identified in
the City's Water Quality Management Plan prior to discharge
into Pond LP -30.
STANDARD CONDITIONS OF PLAT APPROVAL
A. AsseSSmEntS
1. This development shall accept its additional assessment
obligations as defined in the staff's report in
accordance with the final plat dimensions and the rates
in effect at the time of final plat approval.
B. Easements and Rights -of -Way
1. This development shall dedicate 10' drainage and utility
easements centered over all common lot lines and adjacent
to private property or public right-of-way.
2. This development shall dedicate, provide, or financially
guarantee the acquisition costs of additional drainage,
ponding, and utility easements as required by the
alignment, depth, and storage capacity of all required
public utilities and streets located beyond the
boundaries of this plat or outside of dedicated public
right-of-way as necessary to service this development.'
3. This development shall dedicate all public right-of-way
and temporary slope easements for ultimate development
of adjacent roadways as required by the appropriate
jurisdictional agency.
4. This development shall dedicate adequate drainage and
ponding easements to incorporate the required high water
elevation necessitated by City storm water storage volume
requirements.
C. Plans and Specifications
1. All public streets and utilities necessary to provide
service to this development shall be designed by a
registered professional engineer in accordance with City
codes and engineering standards and policies, and
approved by staff prior to final plat approval.
2. A detailed grading, drainage, erosion, and sediment
control plan must be prepared in accordance with current
City standards and approved by staff prior to final plat
approval.
3. This development shall insure that all temporary dead end
public streets shall have a cul-de-sac constructed in
accordance with City engineering standards.
1 �9
STANDARD CONDITIONS OF PLAT APPROVAL
PAGE TWO
4. A detailed landscape plan shall be submitted on the
proposed grading plan and approved by staff prior to the
final plat approval. The financial guarantee shall be
included in the Development Contract and not release
until one year after the date of installation.
5. All internal public and private streets shall be
constructed within the required right-of-way in
accordance with City design standards.
D. Public Improvements
1. If any public improvements are to be installed under a
City contract, the appropriate project must be approved
by Council action prior to final plat approval.
E. Permits
1. This development shall be responsible for the acquisition
of all regulatory agency permits in the time frame
required by the affected agency.
F. Parks Dedication
1. This development shall fulfill its parks dedication
requirements as recommended by the Advisory Parks and
Recreation Commission and approved by Council action.
G. other
1. All standard platting and zoning conditions shall be
adhered to unless specifically granted a variance by
Council action.
Advisory Planning Commission City Council
Approved: August 25, 1987 September 15, 1987
Revised:
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LAND DEVELOPMENT PROPOSAL EAGAN, MN
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Inver Grove Heights
Mr. Thomas Colbert, P.E.
Director of Public Works
CITY OF EAGAN
3830 Pilot Knob Road
Eagan, MN 55122-1897
C-IV�.a�
St
City of Inver Grove Heights
5150 Barbara Avenue
Inver Grove Heights, Minnesota 55075
(612) 457-2111
RE: EAGAN-INVER GROVE HEIGHTS JOINT -POWERS AGREEMENT
FOR "SOUTHERN LAKES"
Dear Tom:
April] 30, 1990
Following our meeting on April 25, 1990, regarding Southern Lakes, 1 have summarized the
results of the discussion. Those results are as follows:
1. Inver Grove Heights will provide police and fire protection to that portion
of Southern Lakes within our corporate boundaries.
2. Eagan Is comprehensive sewer plan provides for service into the City of Inver
Grove Heights. The sewer mains, designed to serve Inver Grove Heights,
provide for approximately 300,000 gallons of flow per day for the 176 -acre
service area in our City. This allowable flow is for approximately 900-1,000
single family homes.
3. Eagan's compreh=l ve water plan did not provide for service into the City
of Inver Grove Heights. The system, however, is adequate to serve the
Southern Lakes development. Additional extension of the water system may
require additional storage facilities and/or pumping facilities.
4. The proposed Southern Lakes water system plan, as preliminarily designed,
will require additional looping of water mains. A 12 -inch trunk water main
and a 10 -inch tank sewer main will be adequate to serve Southern Lakes, as
well as any other adjacent areas that may be added into the MUSA boundary.
5. The City of Eagan would extend trunk utilities to the City limits of Eagan.
6. Eagan would charge area water and sewer assessments on the entire Southern
Lakes development (minus street areas, ponds, and power line easements)
using Eagan's rates. Future areas added would also be charged Eagan Is area
assessments.
Mr. Thomas Colbert
- Page 2 -
April 30, 1990
7. Water and sewer connectlon fees and user fees charged by Eagan would be
at Eagan's rates. No master water meter Is needed. The City of Inver Grove
Heights would read the meters and bill the customers in Inver Grove Heights.
Total usage would be calculated and Eagan would bill Inver Grove Heights for
this usage, at their rates, minus 10%.
8. Inver Grove Heights, or the developer, can install the utilities in our City to
our standards. Inver Grove Heights would be responsible for maintenance
of the facilities within our boundary.
9. An additional roadway stub is needed at the northwest portion of the plat to
prvvide for a possible roadway extension to T.H. 3.
10. Normal maintenance of roadways will be provided by each City for their
respective streets.
11. Most likely, Inver Grove Heights will provide snow removal for all the
roadways in Southern Lakes through a Joint powers agreement.
12. If all drainage in Inver Grove Heights remains in Inver Grove Heights, then
no drainage assessments will be charged by Eagan.
The City of Inver Grove Heights is requesting the City of Eagan to prepare a draft of a joint -
powers agreement covering these issues, plus any other issues necessary in order to proceed
with this project.
If you have any questions, please contact me.
Sincerely,
CITY INVER GR VE HEIGHTS
�aryf
::�
Johnson, P.E.
Director of Public Works
GJ:rJ
cc: R. W. Schaefer, City Administrator
Timothy Kuntz, Attorney at Law
Tom Link, Director, Development
and Protective Services
...........
.......................
......... ....
Page 6/ADVISORY PLANNING COMMItiH
April 24, 1990
S. The development is requ :::provide a 1 cf s outle /control
for the pond proposed in the south central portion of Block
The
ute, development is required to provide a 3 cf capacity storm
sewer let to the landlocked::::1 reated in e backyard area
...........
of Lots and 6, Block 1. ...
10. A 8 capacity storm sewiii�::-*intersection weerwood
11. The developmer)+,,, is requir
sewer stub to the west of the
of Deerwood Drive.
ed for Street C at its
''to pr6vide an 8 inch sanitary
velopment along the north side
12. The development is reff-eit".
..9p the watermain between the
cul-de-sacs in Streets A and
... .... ...
13. A 60 foot w3.de,asement..:::i.$'.::6;c
f.u'i r for the existing 33 inch
trunk sanitary sewer *which cro"s''i-es the sterly portion of the
development. / z,
14. Temporary slope easements are require from adjacent
properties wher `grading extends..beyon4::th.e:development.
15. Th�p development is to comp1-.y.-.::with::::those standards etforthfor new de#elopments in the water Qual"' .4
.;;.-�y Mab..gement Plan.
AJI voted in favor.
LAKES %DDMOW,;:4kXMWMN ZAKES. MRYMMORIP
Chairman
Graves opened
the next publ-'X.;c hearing
regarding a
request for
a Comprehensive Guldp'An .,
..amen dment and rezoning of
approximately
13 acres to
":.-'k.�.I.
a�'*�.*�..-* ""*, Family)
'06'ts
district and
preliminary plat consisting
of 11* locafed east of
Highway 3 and
north of Cliff
Road abutting
Inver Groves Hoi-"hts to the
east.
Page 7/ADVISORY PLANNING
April 24, 1990
coMMI s. .(. . tr. . ...... . . . . .
�i��i�s
Community Development Directar:::::;e'' Runkle provided a brief
application summary and introduces**' -Norm Broady (representing the
developer).
Mr. Broady showed a video of the
that his request had three
rezoning request; and (c) a'::Vi-,'
Graves stated that the proposal had:b
and that a letter had been rece.i
Heights and that a meeting has beim
discuss the provision of services::::t.*:::t
development proposal and stated
Guide amendment; (b) a
i ary:::*:'plat approval. Chairman
en belOre the Commission before
ed by''the City from Inver Grove
,set tip:for the 25th of April to
4:::dev lopment .
City Attorney Mike Dougherty stated that a joint powers agreement
would be needed to provide services to the development in Inver Grove
Heights and that this process was still on-going.
There was discussion regarding the drainage of the ponds within
the development.
Chairman Graves asked if therd""':*VQ""uld be a berm along the west
edge of the plat. Mr. Broady ::explaiiied::::the location of the berm.
Commissionmember Merkley asked wat::::::::he: 'Comprehensive Guide Plan
showed for the property. nort3::::::bi' ' the development. Community
Development Director Dale Runkle:::�tated that it was D-2.
Chairman Graves had questions regarding the water quality of the
ponds. Mr. Broady stated that the ponds would be aerated and used to
irrigate the course and would also be interconnected and that this
planning was done in conjunction..w .th,.:the.DNR.,
Commissionmember Merkley stated*'*"thAt*"""he was impressed with the
plan.
Merkley moved, Voracek second:4, tide: motion to approve a
Comprehensive Guide Plan amendment changing::::the land use designation
for D-2 (Mixed Residential - approximately 13 acres) to D-1 (Single
Family). All voted in favor.
Merkley moved, Voracek seconded, the motion to approve a rezoning
of 13 acres from A (Agricultural) to S3;�gle Family. All voted in
favor.
Merkley moved, Gorman:$::h$:: motion to approve a
preliminary plat consisting of it Tots ..located in the southwest
quarter of Section 25 east of Highway :3:::'and north of Cliff Road,
subject to the following conditions:
Page 8/ADVISORY PLANNING COMMIS$XON:-'-MrtMES:::':':':
April 24, 1990
1. These standard conditions::::: ::::::.plat approval as adopted by
Council action on September 15, 1987 shall be complied with: Al, B1,
B2, B3, B4, C1, C2, C5, D1, E1, F1 and G1.
2. The joint powers agreem#bt::::0h--::.b4:::tcompleted and approved by
the City Council prior to final-'::p1at :'gprov2i:1::;
3. Extension/construction of City:trun3::Vatermain, sanitary sewer
and storm sewer must be approyd:::.)ay' C;ty::::Council prior to final plat
approval.
4. The development is required to treat the site generated storm
water runoff in accordance with recommendations identified in the
City's Water Quality Management Plan prior to discharge into Pond
LP -30.
5. A berm shall be constricted along'::;Highway 3 on the western
edge of the plat and along tha:t.;.:Q aperty' south of the pond on the
northern edge of the plat.
All voted in favor.
WATER QUALITY ORDINANCE AMENDMENT - CITY OF EAGAN
Chai n Graves opened t::::;::last':::':;:3ic hearing the night
dealing wi an ordinance amendaientE*""*'by *'the City of gan amending
Eagan Code apter 13 entitled "SubdivisiQri Regula ns (Platting)"
by amending Se 'on 13.20 regarding:: public us and water quality
management dedicat'
Community Developmen Director Dale unkle provided a brief
ordinance summary.
Director of Public Works Olbert explained the process by
which the Water Quality Man went P w: drafted. He stated that
it was adopted on April , 1990 by :' ity Council. He briefly
summarized the plan. H fure;:aed:;.:;:.:Zha he adoption and the
financing of the Wa Qualt}::::Iriagieiri; Plan s required. He
briefly explained a purpose o�� tfie ordt.
inance. Mr. lbert then
presented a f sheet to the APC that:`:" uld be present to the
public to f er explain the plan.
�8l
i 013 Eli i
TO: TOM HEDGES, CITY ADMINISTRATOR
FROM: KEN VRAA, DIRECTOR OF PARKS AND RECREATION
DATE: MAY 109 1990
RE: SOUTHERN LAKES ADDITION - SOUTHERN LAKES PARTNERSHIP
The Advisory Parks and Recreation Commission reviewed the above referenced proposal
at its May 3, 1990 meeting and made the following recommendations:
1. That this proposal be subject to a cash parkland dedication.
2. That this proposal be subject to a cash trail dedication.
KV:cm
cc: Ed Kirscht, Engineering Technician
Marilyn Wucherpfennig, Planning Aide
Marlene Zaleznicik, Planner I