HomeMy WebLinkAbout2015-09-16 PACKET 04.G. REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA
MEETING ITEM #��
DATE 9/16/15 ,�
PREPARED BY: Community Development Jennifer Levitt
ORIGINATING DEPARTMENT STAFF AUTHOR
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COUNCIL ACTION REQUEST:
Consider approving the Stormwater Management Agreement with Cottage Grove Properties,
LLC.
STAFF RECOMMENDATION:
Approve the request.
BUDGET IMPLICATION: $N/A $N/A N/A
BUDGETED AMOUNT ACTUAL AMOUNT FUNDING SOURCE
ADVISORY COMMISSION ACTION:
DATE REVIEWED APPROVED DENIED
❑ PLANNING ❑ ❑ ❑
❑ PUBLIC SAFETY ❑ ❑ ❑
❑ PUBLIC WORKS ❑ ❑ ❑
❑ PARKS AND RECREATION ❑ ❑ ❑
❑ HUMAN SERVICES/RIGHTS ❑ ❑ ❑
❑ ECONOMIC DEV. AUTHORITY ❑ ❑ ❑
❑ ❑ ❑ ❑
SUPPORTING DOCUMENTS:
� MEMO/LETTER: Memo from Ryan BurFeind dated 9/11/15
❑ RESOLUTION:
❑ ORDINANCE:
❑ ENGINEERING RECOMMENDATION:
❑ LEGAL RECOMMENDATION:
� OTHER: Agreement
ADMINISTRATOR'S COMMENTS:
� �-1�-j�``
City Administrato� Date
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COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER
Cottage
Grove
�here Pride and PrOSPerity Meet
To: Honorable Mayor and City Council
Craig Woolery, Interim City Administrator
From: Ryan BurFeind, P.E., Project Engineer
Date: September 11, 2015
Re: Approve Rush Storage Center Stormwater Management Agreement
Background/Discussion
To meet new requirements in the City's Municipal Separate Storm Sewer (MS4) Permit
with the MPCA, the City has been working with Cottage Grove Properties, LLC to execute
a stormwater management agreement for the proposed Rush Storage Center. This
agreement is related to the inspection and maintenance of the structural stormwater facili-
ties that are being constructed as part of the redevelopment of the former Rush site.
The City's new MS4 Permit requires that municipalities monitor the inspection and mainte-
nance of private structural stormwater facilities, including infiltration basins, stormwater
retention ponds, and sump catch basins. This requirement applies only to stormwater
facilities that are constructed after the date the permit was approved by the MPCA, which
was August 1, 2013. If private entities do not maintain their structural stormwater facilities,
the City will be required to conduct the maintenance and assess the associated costs to
the owner.
This agreement requires Cottage Grove Properties, LLC to conduct an annual inspection
of their structural stormwater facilities and provide the inspection results to the City. If they
fail to conduct this annual inspection, the City will have the right to conduct the inspection.
Also, if required maintenance is not completed, this agreement states that the City will
conduct the maintenance and assess the costs to the owner of the site.
Recommendation
It is recommended the City Council approve the Stormwater Management Agreement with
Cottage Grove Properties, LLC.
(Resefved for Recording Data)
STORMWATER
MANAGEMENT AGREEMENT
This AGREEMENT made this � day of ��s�� '�, 20,LS, by and between
the CITY OF COTT E GROVE, a M' nesota municipal corporation (hereinafter referr d to as
the "City») and��,�6�o—Q�:�,,L.�L. , a���,�L,�n„,,��
�, » ��—�°� �
(hereinafter referred to as the Developer ).
WHEREAS, the Developer is the fee owner of certain real property situated in the City of
Cottage Grove, County of Washington, State of Minnesota legally described on the attached
Exhibit "A".
(hereinafter referred to as the "Subject Property") which the Developer has obtained the
approval of the City for the development thereof; and
WHEREAS, The term "STORMWATER MANAGEMENT FACILITIES" may refer to water
quality and/or water quantity facilities (i.e. detention basins, retention basins, swales, pipes,
oil/water separators, sand filtering devices, infiltration facilities, sump structures, etc.) which are
located OUTSIDE the public road right-of-way (ROW).
WHEREAS, the City has required that the Developer make provision for the
construction, maintenance and repair of the Stormwater Management Facilities located within
the boundaries of the Subject Property as shown on Exhibit "B" attached hereto, as the same is
described and depicted in those certain construction plans drawn by Jacobson Engineers &
Surveyors, ("Plans").
WHEREAS, the City and Developer desire to set forth their understanding with respect
to the construction, repair and maintenance of the Infiltration Basin and sump structures and the
responsibility relating to the costs of the repair and maintenance of the Infiltration Basin and
sump structures.
1
NOW THEREFORE, in consideration of the foregoing facts and circumstances, and for
other good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged, the parties hereto hereby agree as follows:
1. Construction and Maintenance of Stormwater Manaqement Facilities. The
Developer agrees to construct the Stormwater Management Facilities according to the Plans
and repair and maintain the Stormwater Management Facilities at its sole cost and expense.
Maintenance of the Stormwater Management Facilities shall mean (i) monthly inspections of the
Infiltration Basin and sump structures and, if necessary, removal of all litter, debris, sediment,
and replacement of mulch, vegetation, and eroded areas to ensure establishment of healthy
functioning plantlife therein; and (ii) an annual inspection, and certification, by a qualified
individual or company acceptable to the City that the Infiltration Basin and sump structures are
functioning in accordance with the approved plans and have maintained the proper operation of
the stormwater treatment as a Infiltration Basin or sump structure according to the City
Standards. If, as a result of an inspection by a qualified individual or company acceptable to the
City or City staff, it is determined that the Infiltration Basin or sump structures (1) have not been
maintained; or (2) are not functioning as originally designed and intended; or (3) are in need of
repair, the Developer agrees to restore the Infiltration Basin or sump structure so that it
functions as it was designed and intended. The Developer further agrees that they will not use
the Infiltration Basin for snow storage and will inform its snow removal contractors of this
provision of the Agreement.
Subject to Section 5 below, Developer shall be solely responsible for the repair and
maintenance of the Infiltration Basin and sump structures and shall provide a copy of the
required annual inspection report of the onsite Stormwater Management Facilities to the City. If
the required annual inspection report is not submitted to the City by September 30'h of each
year, the Developer shall provide the City with the right to enter onto the property to conduct the
annual inspection.
2. Developer's Default. In the event of default by the Developer as to any of the
work to be performed by it hereunder, following at least thirty (30) days prior written notice and
Developer's failure to cure such default within such time-frame, except in an emergency as
determined by the City, the City may, at its option, perform the work and the Developer shall
promptly, following receipt of an invoice and reasonable substantiation of such costs, reimburse
the City for any reasonable out-of-pocket expense incurred by the City. This Agreement is a
license for the City to act when so authorized under this Agreement, and it shall not be
necessary for the City to seek a Court order for permission to enter the Subject Property. When
the City does any such work, the City may, in addition to its other remedies, assess the
reasonable out-of-pocket cost in whole or in part.
3. Future Citv Policv. Notwithstanding anything contained in this Agreement to the
contrary, in the event the City shall in the future establish a policy for repair and maintenance by
the City of stormwater ponds owned by private parties located elsewhere in the City under
which policy the costs of such repair and maintenance are to be paid either out of general City
revenues or by collection of utility or service fees or charges, then any owner of any portion of
the Subject Property shall be entitled to petition the City for the inclusion of the Infiltration Basin
under such repair and maintenance program. The recording of a certified copy of the
Resolution of the City Council of the City which sets forth the consent and authorization
described in the foregoing sentence shall serve to terminate this Agreement, without further
action on the part of any party hereto.
2
4. Chanqes to Site Confiquration or Stormwater Manaqement Facilities. If site
configurations or stormwater management facilities change, causing decreased effectiveness of
stormwater management facilities, new or improved stormwater management facilities must be
implemented to ensure the conditions for post-construction stormwater management continue to
be met.
5. Terms and Conditions. This Agreement shall run with the land and shall be
binding upon Developer's successors and assigns with respect to the Subject Property. The
terms and conditions of this Agreement shall be binding upon, and shall insure to the benefit of,
the parties hereto and their respective successors and assigns.
IN WITNESS WHEREOF, the parties hereto have caused this document to be executed
as of the day and year first above written.
,
. 3
CITY OF COTTAGE GROVE
BY:
Myron Bailey, Mayor
(SEAL)
BY:
Jennifer Levitt, City Engineer
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON )
The foregoing instrument was acknowledged before me this t'' day of ,
20_, by Myron Bailey and by Jennifer Levitt, the Mayor and City Engineer of the City of
Cottage Grove, a Minnesota municipal corporation, on behalf of the corporation and pursuant to
the authority granted by its City Council.
NOTARY PUBLIC
4
DEVELOPER:
BY: �
Its: �s
STATE OF ml`�1✓leso�� �
) ss.
COUNTY OF �QSh 1 n u-{� )
The foregoing instrument was acknowledged before me this �day of ��2.1�., �-c,(�
2 0!5, by J c�c t° Jo h—cS t he C�+-�-J, ��.�.c.c c�✓ of
Co�.Q i�,��►�c►-f7.:LS', �G..C .
r
OTARY PUBLI
�°'��� '°� ALICIA C, MCMONIGAL
�`. � Notary Publlc-Mlnnesota
�i;,„'`` My Commisalon Explres Jan 31,2017
DRAFTED BY:
COMMUNITY DEVELOPMENT DEPARTMENT
Cify of Coitage Grove �
12800 Ravine Parkway South
Cottage Grove, MN 55016
Telephone: (651)458-2800
5
EXHIBIT "A"
Leqal Desription
6
EXHIBIT "A"
Legal Desription
Commencing at a point where the Northeasterly right of way (ROW) line of the
Chicago, Milwaul�ee, and St. Paul Railroad (RR) intersects the North line of the
Southwest Quarter of the Northwest Quarter of Section 17, Township 27 North,
Range 21 West, Washington County,Minnesota; thence South 40 degrees 38 minutes
14 seconds East, assumed bearing, along said ROW line 50.94 feet to the point of _
beginning, said point is on the Southwesterly ROW line of the South Frontage Road
(S. FR. RD.); thence Southeasterly along said ROW line 378.76 feet on a tangential
curve concave to the Northeast and having a radius of 704.21 feet and a central angle
of 30 degrees 49 minutes 00 seconds; thence south 71 degrees 27 minutes 14 seconds
East, tangent to the last described curve and along said ROW line 277.64 feet; thence
Southeasterly along said ROW line 290.S1 feet on a tangential curve concave to the
Southwest and having a �adius of 1121.89 feet and a central angle of 14 degrees 50
minutes 12 seconds; thence South 56 degrees 37 minutes 02 seconds East along said
ROW line 260.33 feet to the beginning of parcel to be described: thence South 34
degrees O1 minutes 45 seconds West 397.17 feet to a point 25.00 feet from the RR .
ROW line; thence Southeasterly and parallel with said RR 375.33 feet along a non-
tangential curve concave to the Northeast and having a radius of 5652.24 feet and a
central angle of 3 degrees 48 minutes 17 seconds and a chord bearing of South 47
degrees 24 minutes 45 seconds East and a chord length of 375.26 feet; thence North
34 degrees O1 minutes 45 seconds East 457.20 feet to said S FR. RD. ROW line;
thence Noi�th 56 degrees 37 minutes 02 seconds West along said ROW line 371.11
feet to the point of beginning.
6
EXHIBIT "B"
Grading & Sfiorm Sewer�Plans
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a��de,mY�e<<=�,em=��ond that I am a dNy Iicensed ProfessionW JACOBSON THE RUSH PROPERTY C— q-
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89 L.F.12"PVC @025% � SEE CITY PLATE STR-10
� � T.C.795.33 . . EXISTING FIRE WATER SHALL BE �
INV.792.93 \� STALL A.C.B:1
' � \ 14 .12°PVC @ 0.5q REMOVED AND REPLACED FROM , o- oQ�o�s ieaa koriuMai
. � THE GATE VALVE TO BUILDING . � . . � . eEqaiNcs aae assu�neo onTUM
� T.C.7 9
AR
' \ . o i INV.IN=79.
EDGE OF , � i� • 6' . �� � INV.OUT=792.
Y�ETLAND \ INSTALLST.MH-2 � ��.� a ���
48 L.F.12°PVC @025% ry6' � � 5'WIDE WALI<TO BE EXISTIN�LEGEND E ELECTRIC BOX
T.C.796.30 i Sso o �� . 1 FT.FROM PROP.LINE LOT LINE G.M. GAS METER
\ . INV.792.71 � ����= tih ��, A� �\i SEE G7Y PLATE STR-10 � - �
� � ���� ,�.^' Opp a ��\ � RIGHT-0E-WAYLWE tY HYDRANT
� � ' �SO � �-�'`- ��De��� \�� � � o INSTALLA.GB:2 ------- EASEMENTLINE 3 WATERVALVE
� \ ' � .� - +�' � � 236 L.F.18"PVC @ 0.5%
\ � � � as- �9<���iy 3 �� � i .t� T.C.795.51 -I WATERMAIN O SANITARYMANHOLE
� ��,, � �, ��,"- ��,�, ` 9; �5�. �INV:IN=791.85
.�y, `�s ax e� '� •�g ��� 7NV.IN-792.50 -> SANITARY SEWER � STORM MANHOLE
\ � � �' . � - sso � � i INV.OUT-791.85
5� � vO� �� O�/l/�, -»- STORMSEWER m AREACATCHBASIN
� o ° �
N° S 'sEp�.,""� �° �� � / OO� � K WATERSERVICE o CATCHBASIN
INSTALLA.0.6:4 � �h° r.x ��
. \ 136L.F.12"PVC@0.5% � �'� (V��°�� . � o � C�� -s-s-s-s- SANITARYSERVICE � , CONIFEROUSTREE
T.0.79527 3�' ��c� A' � S . .
O¢• o PARCEL B �
� . \ INV.OU7=792.27 �s � Q � ryo'' - � � Sy, y � � � � � LIGHTPOLE � DECIDUOUSTREE
`, • �-
5 1O p P On
f: .�
\ � �` ` .. �� � / -�O .
\ e � T TELEPHONE BOX ------999------ CONTOUR LINE
�'' �'O EXISTING `. � SO(�
\ �`°�9, BUILDING sso ��\ \ Tiy
\ F.F.796.50 �� �\ ,
\ �M1 '" �so� ��\ � pROPOSED LEGEND -sss- CONTOUR LINE
o ��pr� � �
,
���o-�'��`,.
0
� \ �y °�,, �� _� � - �� �� -»- STORM SEWER _ BITUMINOUS PAVEMENT
_ \ �'�� _ ' � . INSTALLC.B:1 \�� � _,v-w-w-w- ,
�� � o� v0 92 LF.12"PVC @ 0,5� �� \ WATER SERVICE
� T.C.-795.95 .�
\ h. J . " �\\ -s-s-�-s- SANITARYSERVICE ' �
. \ ��' ` �fa a,� ''� � �h� �INV.OUT=792.96 � � �
\ �'O �� ° A� � .�„� �° ytq�y�°�6 BITUMINOUS SURFACE ��?\ • STORMMANHOLE
- � ' �'�p2h �:'�� �`�� o INS7ALLA.C.B:3 ��
. � . � � \ `3's'' ,.;sa°� °- S'�'O="` �. ,�. ..a,�, Q ry �. . CATCH BASIN
\ � ' � O 18 L.F.24"RCP @ 0.5% .
�1 �� � 5 �'�c�9 B� �. Q� T.0=795.41
\ �s'` �,9 sa y sso �(� � �'^�` � � INV.IN=790.67
��. . .,. o �N�' s.� �-.�� �y��¢, INV.IN=791.59
� \ d'`M1 .° 4 :Y�.. �� � `^'�P INV.OUT=790.67 . , , CONSiftUC710N&GRA�ING NO7E5
� \ \ \��",:,.� y� ����� y ��� � PARCELA 1.UTILITIESSHOWNAREATAPPftOXIMATELOCATIONS.THEREMAYBEAD01T10NALUNOERGROUND
'' �- ANDOVERHEADUTILITIESNOTSHOWNONTHEPtAN.CALLGOPHERSTATEONECALLAT
\ ��{�q `��?o hM1 �+ sSQ , 651-054-OD02 FOR UTILIN,GAS LINE,AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION.
. :- \ . �,6� .
S` y.+ ���° 0 2.AREA OF DISTt1R0ANCE IS GREATERTHAN t ACRE.AN NPDES PERA9IT IS REQUIRED FOR THIS SITE.
4.
\ �� �`\�� c INSTALL ST.M,H:2 � � 3.PERIMETER SEDIMENT CANTROL BMP'S SHALL BE ESTABLISHED PRIOR TO THE COMPAENCEMENTOF
' . � ' \ � \ ,q����� �29 L.F.24°RCP @ 0.5% � � ANY UPGRAOIENT LAND DISTURBING ACTIVITIES AND SHALL REMAIN IN PLACE UNTIL FINAL
�\ .p`� T.C.-796.24 STABILIZATION.
INV,IN=790.47 4.�ISTURBED SOIL AREAS AND SiOCK PILES SHALL 6E STABILIZEDAS SOON AS POSSIBLE BUT IN NO
\ \ � INV,OUT=79O.47 . ' CASE LATEft THAN 7 DAYS FROM THE L4ST CONSTRUCTION ACTiVIN IN THATAREA. ,
SUMP=787.47
�sjy� 5,TEMPORARYSTABILI7ATIONSHALLCONSISTOFMNDOTSEEDAqIX21-711APPLIE�ATARATEOF100
�,�s - INSTALLF.E. LeS7ACRE.PERMfWENTSTABILIZATIONSHALLCONSISTOFMNDOTSEEDMIX25-131APPLIEDATA
\ �� INV:790.32 - ANCHOREDFOR'7EMPORARYAND INAIS ALBIUZATIONEDAT2TONSPERACREAN�OISK
\ EDGE OF �
� , �1NETLAND 6.SEOIA9ENTORDEBRISDEPOSITEDINPUBLICRIGHT-OFWAYSHALLBEREMOVEDBYTHEEN�OF
EACH OAY.
� INS LLST.M.H:t \ ' . 7.CONSiRUCTTEMPORARYROCKCONSTRUCTIONENTR4NCEATENTRANCETOEACHGRADING
� 23 L.F.24" P@ 0.5q ��'
T. =796.35 8,pROPOSEDELEVATIONSSHOWNONTHEPLANARETOTOPOFPAVING,GUTTEftFLOWLiNE,OR
INV.IN=7 0.58 ' . FINISH GRADE UNLESS NOTED OTHERWISE.
� INV.OUT=79.8 \ �
9.SITE DESIGN OOES NOT NECESSARILY BALANCE EARTHWORK MATERIAL ON SITE. CONTRACTOR
SHALLPROVIDE SUITABLE MATERIALAS NEEOED,OR DISPOSE OFANY EXCE55 h1A7ERIAl OFF SITE.
\ \ ' _
. REVISIQ'15 I PROJ.Nb 215078 1 hereby wrtlfy Ihat thfs pian,spedflwtlon�or report was prepared by me .. . pREPARED FOR: SHEEi N0. �
� � - or under my dkect aupervision and that I om a d��Y�ke�=ed P�ofe=,,o�a� � JACOBSON
DRAYM: NRT Engtneer and Land Surveyw under th<Iaws of Ue Stoka of 4finnesoto. ���
i r000 �oNEs THE RUSH PROPERTY
, �E°KE°: �a ENGINEERS 8c SURVEYORS 206 NORTH CHESTNUT
I I SCALE: ASSH0IM S,9�a,�,a: e�,�„ts� ��,�;� „�e��a„o: z3,g9 CHASKA, MN 55318 UTILITY PLAN REDEVELOPMENT _
I FlELD BOOK: A / Jecobson�en9rsurv.rom �,az9 N�aav wAY � COTTAGE GROVE, MN 8
' � DATE: 7�29�I5 Prmt Name: Gzrr,vr ��✓ACoBSM/ Pate: 9�'L��5 (952)469-4328 LNCEVILLE,41N 55044 FA%(952)469-4624
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