36 111111111111111111 H 11111
Doc No A10092640
Certified, filed and/or recorded on
Jul 1, 2014 2:00 PM
Office of the County Recorder
Hennepin County, Minnesota
Martin McMormick, County Recorder
Mark Chapin, County Auditor and Treasurer
Deputy 84 Pkg ID 1125719C
Doc Name: Agreement
Document Recording Fee $46.00
Document Total $46.00
This cover sheet is now a permanent part of the recorded document
AGREEMENT TO MAINTAIN UNDERGROUND
STORM WATER STORAGE SYSTEM
THIS AGREEMENT is made and entered into as of the 13.4 day of 2014,by and
between Compass Pointe Limited Partnership, a Minnesota Limited Partnershi fr'i: eloper")and
the City of New Hope,a Minnesota municipal corporation("City").
WITNESSETH:
WHEREAS, the Developer owns certain real property located in the City of New Hope,
County of Hennepin,State of Minnesota,legally described as follows(hereafter Property):
Lot 1, Block 1, Compass Pointe, according to the duly recorded plat thereof, Hennepin
County, Minnesota,
WHEREAS,permanent provisions for handling of storm water runoff on the Property as
provided in that certain Stormwater Management Operations and Maintenance Plan for Compass
Pointe attached hereto as Exhibit A(the"Maintenance PIan")are acceptable to the Shingle Creek
Watershed,including provisions for operation and maintenance of all stormwater runoff facilities
and detention ponds, as required, and such provisions are set forth in this Agreement;and
NOW,THEREFORE,in consideration of mutual covenants of the parties set forth
herein and other valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, the parties agree as follows:
1. Maintenance of the Underground Storm Water Storage System.The Developer and its
successor or assigns as fee owner of the Property shall be responsible for maintaining and
observing all Drainage Laws governing the operation and maintenance of the underground
stormwater storage system located at the Property(hereafter, the"System").The Developer shall
provide the City with a schedule acceptable to the City for Developer's inspection of the System
and its outlet control structures. The Developer shall make all such scheduled inspections, keep
records of all inspections and maintenance activities,and submit such records annually to the City.
The cost of all inspections and maintenance of the System shall be the obligation of the Developer
and its successors or assigns as the fee owner of the Property. Further, the Developer and its
successors or assigns, shall meet all of the requirements of the City's MS4 permit relating to the
System and comply with all structural storm water best mana eme ces (BMP's) as
determined by the City. Commercial Partners rue,
3?9yA S Cr) (1.44AA-11c 200Suite South1300 Sixth Street
Minneapolis,MN 55402
L ---
2. City's Maintenance Rights. The Developer acknowledges and agrees the City may
maintain the storm water structures constructed on the Property,as provided in this paragraph,if
the City reasonably believes that the Developer or its successors or assigns have failed to maintain
the storm water structures in accordance with applicable Drainage Laws and BMP's, and such
failure shall continue for thirty(30)days after the City shall give the Developer written notice of
such failure.The City's notice shall specifically state which maintenance tasks are to be performed.
If Developer shall not complete the maintenance tasks within thirty(30) days after such notice is
given by the City,the City shall have the right to enter upon the Property at any reasonable time to
perform such maintenance tasks. In such case, the City shall send an invoice of its reasonable
maintenance costs to the Developer or its successors or assigns, who shall pay said costs within
thirty (30) days of receipt of said invoice. Notwithstanding the foregoing, in the event of an
emergency, as determined by the City Engineer, the thirty (30) day notice requirement to the
Developer for failure to perform maintenance tasks shall be and hereby is waived in its entirety by
the Developer,and the Developer shall reimburse the City for any expense so incurred by the City
in the same manner as if written notice as described above has been given.The Developer agrees
the City may levy and collect its maintenance costs as a special assessment against the Property's
real estate taxes in the event the City fails to receive payment of the maintenance costs in
accordance with this paragraph.Developer further agrees the maintenance costs incurred by the
City per this paragraph result from the City's elimination of a public health or safety hazard from
private property per Minn.Stat.§429.101.
3. Hold Harmless. Except with respect to the gross negligence or willful misconduct of the
City, its agents, employees or representatives, the Developer agrees to indemnify and hold
harmless the City and its agents and employees against any and all claims, demands, losses,
damages,and expenses(including reasonable attorneys' fees)arising out of or resulting from the
Developer's or the Developer's agents or employee's negligent or intentional acts,or any violation
of any safety law,regulation or code in the performance of this Agreement,without regard to any
inspection or review made or not made by the City,its agents or employees or failure by the City,
its agents or employees to take any other prudent precautions. In the event the City, upon the
failure of the Developer to comply with any conditions of this Agreement,performs said conditions
pursuant to its authority in this Agreement,the Developer shall indemnify and hold harmless the
City,its employees,agents and representatives for its own negligent acts in the performance of the
Developer's required work under this Agreement, but this indemnification shall not extend to
intentional or grossly negligent acts.
4. Costs of Enforcement. The Developer agrees to reimburse the City for all costs incurred
by the City in the enforcement of this Agreement,or any portion thereof,including court costs and
reasonable attorneys' fees.
5. Notice. All notices required under this Agreement shall either be personally delivered
or be sent by certified or registered mail and addressed as follows:
2
5. Notice. All notices required under this Agreement shall either be personally delivered
or be sent by certified or registered mail and addressed as follows:
To the Developer: Compass Pointe Limited Partnership
7500 West 78th Street
Edina,MN 55439
Attention: Ronald E. Clark
To the City: Kirk McDonald,City Manager
City of New Hope
4401 Xylon Avenue North
New Hope,MN 55428
All notices given hereunder shall be deemed given when personally delivered or two(2)business
days after being placed in the mail properly addressed as provided herein.
6. Successors. All duties and obligations of Developer under this Agreement shall also be
duties and obligations of Developer's successors and assigns.
7. Effective Date. This Agreement shall be binding and effective as of the date hereof.
DEVELOPER, COMPASS POINTE
LIMITED PARTNERSHIP,
a Minnesota limited partnership
By: Compass Pointe LLC
Its: General Partner
By: �& e—aet-e.€
Ronald E. Clark
Its Chief Manager
STATE OF MINNESOTA )
ss. 6myNcootmazissiPcuobelxicor-eMsi
SARAH MARY DULONG
COUNTY OF ?'ne-p v� ) nnesota Jan 31,2017
The foregoing instrument was acknowledged before me this 1 7 day of June, 2014, by
Ronald E.Clark,the Chief Manager of Compass Pointe LLC;a Minnesota limited liability company,
the general partner of Compass Pointe Limited Partnership, a Minnesota Iimited partnership, on
behalf of such limited liability company and limited partnership.
Nary Public
n
3
CITY OF NEW HOPE,
,06 ,gri.i.
By: Kathi Hemken
Its Mayor
By: Kirk McDonald
Its City Manager
STATE OF MINNESOTA )
)ss.
COUNTY OF HENNEPIN )
r_
The foregoing instrument was acknowledged before me this day of __a "
2011 , by Kathi Hemken and Kirk McDonald, the Mayor and City Manager of the City of New
Hope, a Minnesota municipal corporation,on behalf said m ' al corporation.
Notary Public
r. nr w. titi,A&A.:tir AAA, .'A
y
DRAFTED BY.
JENSEN SONDRALL& PERSELLIN, P.A.
8525 Edinbrook Crossing, #201
Brooklyn Park, MN 55443
(763)424-8811
4
EXHIBlIT A
MAINTENANCE PLAN
(Attached)
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TAIII]E OF CONTENTS
ENTS
1 . PROFECT DESCRIPTION AND OVER�/IE�'}�
2. TRITON UN1£DE}'.GROUND STORM SYSTEM at ILII
MANUAL
3. OVERALL SITE UTILITY PLAN
4. T':ITON UNDERGROUND STORM SYSTEM. SITE SPECIFIC
SHOP DRAWINGS
5. MAINTENANCE LOG
Project Description and Overview
Compass Pointe is a 68 unit residential apartment building on a 1.7 acre site in New
Hope, Minnesota. Due to size constraints on the site, storm water management is
obtained by an underground storm water storage system that was developed by Triton
Storm water Solutions.A detailed maintenance manual from Triton is part of this
maintenance plan. In addition to the underground system there are 18 storm sewer
structures on the site. These structures should be inspected for any obstruction by
debris or sediment buildup at the same time the underground system is inspected.The
storm sewer manhole just West of the underground system prior to discharge into the
system is a sump manhole.This should be cleaned of any sediment buildup at time of
inspection.
Triton recommends as a minimum annual inspections and at 6 months during the first
year of operation.
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• Triton':. Main Header Row'' O&M Manual
..
09/17/09
Triton®Main Header Row'O&M Manual
Introduction.
An important component of any Stormwater Pollution Pre- enhance enhance Total Suspended Solids(TSS)removal and
vention Plan is inspection and maintenance. The Triton Main provide easy access for inspection and maintenance.
Header Row' is a patent pending technique to inexpensively
The Main Header Row TM
The Main Header Row is comprised of many Triton chambers of the area where the distribution rows are installed, allowing
that sit on interconnecting sediment floors that are connec- the system to perform at the rate for which it was designed.
tioned to a nearby manhole for easy access.At the end of the
Main Header Row there is room for an optional Sump Basin The sediment floors are designed to prevent scouring of the
Assembly(shown as item 3 in Figure 2)to help collect and con- underlying stone and to stop sediment infiltration into the ground
tain any sediment that is flushed out of the Main Header Row under the Main Header Row.The sediment floors lock together
during a rain event or maintenance cleaning.The Sump Basin and mate with the chambers so they will remain intact during
Assembly can be accessed from above via a manhole or up to very high flow events and during high pressure leaning.
a 33" (538.2mm)diameter stand pipe.The Main Header Row The Main Header Row is typically designed to capture the"first
feeds the distribution rows(shown as item 4 in Figure 2)via a flush" and offers the versatility to be sized on a volume or flow
feed or distribution pipe.The feed pipe is at an elevated invert
rate basis.An upstream
height so the water in the Main Header Row must rise to the manhole not only provides access to
invert height before flowing into the distribution rows to cap- the Main Header Row but typically includes a high flow outlet
Lure the sediment in the Main Header Row.The Main Header that controls excessive storm water flow rates or volumes by
Row protects the distribution chamber row storage areas from discharging overflow into surrounding stone or through a mani-
any sediment accumulation.This preserves the infiltration rate fold to the other Main Header Row chambers. -
- I i
. _ s.
4-ti• . .,....,-, . 4
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Main ft+_aa r Rc-iv y gi
.�..... o`^. -,-..
~w
Figure 2.
,„.4,,,, , The Main Header Row may also be part of a treatment train.By•
'' treating storm water prior to entry into the Main Header Row
�{ ri °�`. S * '� system, service life can be extended and pollutants, such as
t {I -e .s r �, ,
t t hydrocarbons, can be captured. Pre-treatment best manage-
� �
� � f AczI !' � a';i ment practices can be as simple as deep sump catch basins
' f .''-`"--';.v • 3 / and oil-water separators or as innovative as storm water treat-
t: ' I.: ' .- meet devices. The design of the treatment train and selection
f i 4;-i'''.:'t, ,, r`�'`' * of pre-treatment devices by the design engineer are often driv-
' i +. .,4;-, ,f 3 �., 4. en by regulatory requirements.Whether pre-treatment is em-
^,,,t-t--,-.4 „,,i,.; 1 a ei ",,..,,i `•::'T.1...1; / f. ployed or not,the Main Header Row is recommended by Triton
,''";44,::'1'1.4,411.V1'" 9p� as an effective means of minimizing maintenance requirements
¢ ' " ' ,�i''., and costs.
2 Call Triton at 610.222.7652 for technical and product information or visit www.tntonsws com
1
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Main Header Row` ` Inspection
The frequency of Inspection and maintenance varies by loca- If. upon visual inspection, it is found that sediment has accu-
tion.A routine inspection schedule needs to be established for mutated, a stadia rod should be inserted to determine sedi-
each Individual location based on site-specific variables. The ment depth.When the average depth of sediment exceeds 11'
type of land use—industrial,commercial,residential—antici- (279.4mm) in the bottom of the Sump Basin and/or if there is
pated pollutant load, percent imperviousness, climate and so 3" (76.2mm) throughout the length of the Main Header Row,
on all play a critical role in determining the actual frequency of the Sump Basin and Main Header Row should be cleaned.
inspection and maintenance practices.
At a minimum, Triton recommends annual Inspections. The
Main Header Row should be inspected every 6 months for .. '
the first year of operation. In subsequent years,the inspection -
should be adjusted based on previous observation of sediment • „
deposits. .: •-a,,
The Main Header Row incorporates a combination of standard • •i 7.1 ;
manhole(s)and strategically located inspection ports.The in-
spection ports allow for easy access to the system from the -
surface, eliminating the need to perform a confined space en
-
try for inspection purposes.
Main Header Row'`'7 Maintenance
The Main Header Row was designed to reduce the cost of Basin and the Main Header Row. They can be cleaned using
periodic maintenance. By capturing sediment in just one row, a JetVac process or can be cleaned using a water tank truck
costs are dramatically reduced by eliminating the need to or fire truck equipped with a hose to flush the sediment to the
' clean each row along the storage bed. If inspection indicates Sump Basin.To use a water tanker or fire truck, simply insert
the need for maintenance,access is provided via a manhole(s) the hose into the upstream catch basin structure and flush the
located on the end of the Main Header Row. If entry into the sediment to the end of the Main Header Row where the Sump
manhole is required. please follow local and OSHA rules for Basin is located.If the Sump Basin is located close to the inlet,
confined space entries. The inside dimensions of the Triton vacuum out the sediment first and then back flush the Main
Main Header Row chambers measure 34” (863.6mm) tall by Header Row into the Sump Basin.
48" (1219.2mm)wide.
NOTE: The JetVac or high pressure hose process
should only be performed on the Main Header Row
/71 ...j1 '—fay . where the Triton Sediment Floor System has been
i ( y
At ` . ` ., installed. and only if there is 3" 176.2mm) of sedi-
i ' TER r. ment throughout the length of the Main Header
_.--.-, -4. Row.
_ q , . ,_. .. b:,.,. . ..,-::,
_ .
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-ttl
Maintenance is accomplished by removing the sediment that �.: - —,r i
has built up in the Sump Basin using a standard vacuum truck - s
as shown to the right. The Triton Main Header Row system c
was designed for easy access to the Sump Basis via a man-
hole/inspection port or up to a 33" (838.2mm)diameter pipe. `" -.� ;' -`
There is no special process required to clean out the Sump t,;,:-..... /4"::44'.:54.:- �.,i; - - ?rci
Call Triton at 810.222.7652 for technical and product information or visit www.tritonsws.com
Tritone Main Header Row`"O&M Manual
Main Header Row' Step by Ste• Maintenance Procedures
Step 'I. Inspect Sump Basin and Main Header Step 2. Clean out the Sump Basin with a vacuum
Row for sediment truck
A. Inspection ports(if present) A. Remove any secondary filtration media that may
i. Remove lid from floor box frame be installed in the Sump Basin
ii. Remove cap from inspection riser B. Vacuum Sump Basin as required
iii. Using a flashlight and stadia rod,measure Step 3. Replace all caps.lids, and covers
depth of sediment in the Sump Basin and Record observations and actions
record results in the maintenance log
iv. If sediment is at-or above- 11'(279.4mm) Step 4. Inspect and clean catch basins and man-
depth, proceed to Step 2. If not,proceed to holes upstream of the Triton system
step 3. 1),B
B. All Main Header Rows 2)'
i. Remove cover from manhole at upstream end
of Main Header Row ""' �■amu r"
ill
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ii. Using a flashlight, inspect the Main Header _ . • ,
Row through outlet pipe and through each !-I� 11',., "'
1-lit�,; !
distribution pipe that is connected in between °pilOClejt,4. 4.,
the Main Header Row and the distribution row "et c•;.•. ''
of chambers =1}:';*;
alb-
M. If sediment is at-or above- 11'(279.4mm) -11` _`.2i,4k�'.is
mark in the sumpbin,proceed to Step2
1=-1'-7--'111 . "{T=li-+:11 -ff 1;=:11
_1= 1{-j 'r(1It 11lt=II-1L- -11—
1. Be sure to have proper footingwhen enteringinto i2" 11='f-
r....11=11
DtIMPSTER
Main Header Row Poptioneit u r
-.6—1111 1� tl
Follow OSHA regulations for confined space entry if I IC.1i }�:.;3:r l 1-7111--
2. .II su mp ea
11
entering Main Header Row IT MST 1-['-11' =11-
If not, proceed to Step 3 —II-1(—�l—
'fI- 4).SEDIMENT
Sample Maintenance Los
Stadia Rod Readings .
Data Faed print to Fared point to Sedirneni Urpth ObservationclActions tpspKtor
ctk'llr11H.i hattvm i1) eb.rtht:r WO(2) . t13 t2t
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ZTRioN ." 9864 E.Grand River • Suite 110.#176 power
Brighton. Michigan 48116
Phone:810-222-7652 • wtnrw.tritansws.com fuer Water,.,
Revised 09/17/09.Supersedes all previous O&M manuals. 703.253-909
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