4.14 SR 11-20-2023�,
Elk s �-
River
Request for Action
To Item Number
Ma Tor and CinT Council 4.14
Agenda Section Meeting Date Prepared by
Consent A enda NovembeY 20, 2023 Zack Carlton, Communittr Develo ment DirectoY
Item Description Reviewed by
Planned Unit Development Agreement: Jackson Hills Cal Pormer, Ci r Administrator
Phase Two ApaYtment Project Reviewed by
Action Requested
AppYove, by motion, the Planned Unit Development AgYeement foY Jackson Hills Phase Two ApaYtment PYoject
Background/Discussion
On October 17, 2022, the Cit�T Council approved a Conditional Use Permit (CUP) establishing a Planned Unit
Development for The Briggs Companies. The conditions imposed byT the Council included a requirement to
prepare a Planned Unit Development Agreement This agreement outlines the allowed uses, design standards, and
approval process for future development of the propernT.
The applicant has reviewed the document and, where appropriate, their comments have been incorporated into final
draft
Financial Impact
None
Mission/Policy/Goal
Supports the gro�vth and development of the residential communityT.
Attachments
Planned Unit Development Agreement dated November 20, 2023
Landscape Plan dated November 14, 2023
Civil Plans dated August 21, 2023
The Elk River Vision
A 2a�elcolning co�nlnunity 2a�ith T evolutiona� y and spizzted T esou� cefulness, exceptional
se�vice, and coln�nunity engagelnent that encou�ages and ins�iz•es pTo�pe�zty.
rowEREo ar
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Update�l• January 2023
PLANNED UNIT DEVELOPMENT AGREEMENT
FOR
Jackson Hills Phase Two Apartment Project
THIS PLANNED UNIT DEVELOPMENT AGREEMENT (PUD Agreement),
made and entered into this 20th day of November, 2023, by and between the CITY OF
ELK RIVER, a municipal corporation organized under the laws of the State of l��innesota
(the Cityr) and On Call Servicesl, LLC (the DevelopeY);
WITNESSETH:
WHEREAS, Developer has made application to Cittr for approval of a Conditional
Use Permit to develop a multi-family apartment building (the Project) as a Planned Unit
Development (PUD), pursuant to Section 30-1564 of the Elk River City Code of
Ordinances, on certain propertyT located `vithin the CityT and described on E�ibit A attached
hereto (the Subdivision); and
WHEREAS, the purposes of the PUD Agreement are to set forth the standards,
uses and procedures for development of the Project as a Planned Unit Development;
NOW, THEREFORE, in consideration of the premises and the mutual promises and
conditions hereafter contained, it is herebyT agreed as follows:
1.) Warrant�T of Develo�er - Developer hereby warrants and represents to CityT,
as inducement to Cit�T's entering into this PUD Agreement, that Developer is the fee owner
of all of the properties located �vithin the Subdivision. Developer further represents that it
may sell the parcel to third parties unrelated to Developer (Third Parties). This Agreement
shall be binding on Third Parties.
2.) Develo�ment - The Project shall be developed in accordance with the
following plans attached as e�ibits hereto, subject to obtaining site plan approval for all
proposed site improvements provided byT this PUD Agreement:
Exhibit B— Site Plan and Proof of Parking
Exhibit C — Landscape Plan
Exhibit D — Development Standards
Exhibit E — Building Elevations
3.) Uses -
(01) Permitted Uses — Permitted uses shall include only the following
uses:
(i) Multiple-Famil�� Residential (apartment buildings)
4.) AppYoval bv Cit�r - Cityr hereby approves the PYoject as shown in the attached
exhibits provided, ho`vever, that insofar as the exhibits varyT from the �vritten terms of this
PUD Agreement, the written terms shall govern. This approval is subject to individual site
and building plan review and approval as follows:
(01) The City may, when approving individual site plans, impose such
conditions as it shall deem necessaryr to ensuYe that the PYoject
complies with the requirements of this PUD Agreement, as mutually
amended from time to time, the Conditional Use Permit, as mutuallyT
amended from time to time, and the CittT Code of Ordinances.
5.) Maintenance of Project AYeas -
(01) Litter Control - Developer and all Third PartyT owners shall pick up
litter as needed, at least once per month (except during winter
�veather), from:
(i) all parking and landscaped areas on their propertyT
(ii) public rights-of-way adjacent to their propertyT.
(iii) wetlands and storm water features adjacent to the propert�T.
(02) EnfoYcement - Failure of DevelopeY oY a Third Partyr to meet its
maintenance obligations under this paragraph will be grounds for
CityT to invoke against that partyT anyT remedyT which CityT has under
this PUD Agreement.
6.) Remedies - Should Developer or a Third PartyT breach anyT of the terms and
conditions of this PUD Agreement, and if such breach is not cured `vithin thirtyT (30) dayTs
after written notice, or if such cure shall reasonabl�T require longer than thirtyT (30) dayTs to
cure within such longeY period as shall be Yeasonably necessary to cure such bYeach provided
Developer or the Third PartyT commences cure within such thirtyT (30) dayT period and
diligently proceeds to cure such breach thereafter, CityT shall have any or all of the following
Yemedies against the paYtyr who has bYeached:
(01) Withhold issuance of building permits or certificates of occupancyT
for anyT structure within the Project;
(02) Halt construction on public improvements not commenced or not
completed;
2.
(03) Institute prosecution of Developer or the Third Part�T under the
relevant provisions of the CityT Zoning Ordinance;
(04) Draw upon anyT financial securityT provided the CityT to assure
compliance;
(05) Institute a civil action to compel compliance or recover damages or
both.
7.) General Conditions - If Developer or a Third PartyT fails to complyT `vith anyT
of the provisions hereof, City mayT refuse to issue to the Party- in breach a building permit or
certificate of occupancy for any lot oY parcel in the Project. DevelopeY agYees to advise
purchasers of the lot or parcel of the existence of this PUD Agreement and the obligations
and restrictions created herein prior to the completion of a sale. Further, Developer agrees
to save and hold CittT harmless from any and all claims or actions arising from the right to
withhold the issuance of such permits and certificates and from other provisions hereof.
8.) Binding Effect - The terms and provisions hereof shall be binding upon and
inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto
and shall be binding upon all Third Parties or other future owners of all or any part of the
PYoject, and shall be deemed covenants Yunning with the land. This agYeement shall be
placed of record so as to give notice hereof to subsequent purchasers and encumbrances of
all or an�T part of the Project, and all recording fees, if an�T, shall be paid b�T Developer.
9.) Severable - In the event that any poYtion of this PUD Agreement shall be
held invalid foY an�r reason, the same shall not affect in any Yespect tivhatsoeveY the validityr of
the remainder of this PUD Agreement.
10.) Waiver - AnyT waiver, �uhether express or implied, b�T an�T partyT of a breach of
an�T provision of this Agreement, will not operate as or be construed to be a waiver of anyT
subsequent breach of this Agreement.
11.) Notices - All notices and demands specified heYein shall be deemed
appropriately and timelyT given when delivered personally or deposited in the United States
Main to the addresses hereinafter set foYth by certified mail (return receipt requested). The
addresses of the parties hereto are as follows until changed byT written notice given as above:
If to the CityT at: CityT of Elk River
Atm: Cit�T Administrator
13065 Orono Park�vay
Elk RiveY, Minnesota 55330
If to the DevelopeY at: On Call Servicesl, LLC
Atm: Patrick Briggs
P.O. Box 719
Big Lake, MN 55309
3.
12.) Incor�oration bv Reference - All plans, special provisions, proposals,
specifications and contracts made or to be made pursuant to this PUD Agreement shall be
and hereby aYe made a part of this PUD Agreement by Yeference as fully as if set forth
herein in full.
13.) Entire Agreement - This PUD Agreement, together with the exhibits
attached hereto, sets foYth the entire undeYstanding bet�veen the parties, theYe being no
terms, conditions, `varranties or representations other than those contained herein, including
the exhibits hereto, and no amendments hereto shall be valid unless made in writing and
signed by all the parties hereto.
This instrument was drafted byT:
The City of Elk River
13065 OYono PaYkway
Elk RiveY, MN 55330
a
IN WITNESS WHEREOF, the Cityr and the DevelopeY have caused this PUD AgYeement
to be dulyT executed on the dayT and yTear first above `vritten.
STATE OF MINNESOTA
COUNTY OF SHERBURNE
CITY OF ELK RIVER
ByT:
John J Dietz
Its: MatiroY
Bv:
Tina Allard
Its: Cit�r C1eYk
DEVELOPER:
Patrick Briggs
Its: Chief ManageY
ss.
The foregoing instrument `vas ackno`vledged before me this
day of , , by John J Dietz and Tina Allard, the Mayor and Cit�T
Clerk, respectivelyT, for the CityT of Elk River, Minnesota.
STATE OF MINNESOTA
COUNTY OF SHERBURNE
NotaryT Public
ss.
The foregoing instrument was acknowledged befoYe me this
dayr of , , by
Notar�T Public
5.
EXHIBIT A
LEGAL DESCRIPTION
That part of the following described parcel lying North of the Westerlp extension of the centerline of
6th Street (formerly platted as 8th Street) as dedicated in the plat of Burrell's Addition, Sherburne
County, Minnesota:
That part of the Southwest Quarter of the North�vest Quarter of Section 34, Township 33, Range 26,
Sherburne County, Minnesota, described as commencing at the point of intersection of the centerline of
Jackson Avenue (formerlp lmown as State Trunk Highway No. 201 and "Old Highway No. 169") with the
South line of said Southwest Quarter of the Northwest Quarter; thence West along said South line for
200.00 feet; thence North parallel with said centerline of 285.70 feet to a point to be hereafter known
as Point "A" for the purposes of this description; thence East parallel with said South line of the
Southwest Quarter of the Northwest Quarter for 150.00 feet to intersect with the West line of the right
of way of said Jackson Avenue, being a line 50.00 feet, as measured at right angles, West of and
parallel with said centerline, said point of intersection also being the actual point of beginning of the
land to be hereby described; thence return west parallel with said South line of the Southwest Quarter
of the Northwest Quarter for 150.00 feet to said Point "A"; thence North parallel with said centerline for
14.30 feet, more or less, to intersect the North line of the South 300.00 feet, as measured at right
angles of said Southwest Quarter of the Northwest Quarter; thence West along said North line of the
South 300.00 feet for 200.01 feet, more or less, to intersect a line 400.00 feet West of, as measured at
right angles to said centerline of Jackson Avenue; thence North parallel with said centerline for 1039.77
feet, more or less, to intersect the North line of said Southwest Quarter of the Northwest Quarter;
thence East along said North line for 350.03 feet, more or less, to intersect said West line of the right
of way of Jackson Avenue; thence South along said West line of the right of way for 1056.71 feet, more
or less, to the point of beginning, according to the United States Government Survey thereof and
situate in Sherburne County, Minnesota.
6.
EXHIBIT B
Site Plan
7.
EXHIBIT C
Landscape Plan
8.
EXHIBIT D
Development Standards
1. App�oved st�z�ctuTes
a. Three 44-unit apartment buildings
2. P�zncipal Styz�ctu� e Setbacks
a. Zero-foot parking lot setback along 6th Street NW
b. 10-foot parking lot setback along Jackson Ave, and north property line
c. 20-foot building setback along Jackson Ave
d. 30-foot building setback along west pYopeYtyr line
3. Accessory stTz�ctuTes a�e notpe�7nitted
4. Pa�king
a. 1 covered parking stall per residential unit (minimum of 44 per building)
b. 1.20 constructed suYface stall peY Yesidential unit (minimum of 53 peY building)
5. Landscaping
a. 93 trees
b.
c.
(1) 45 Overstoryr (shade) trees w/ minimum size of 2.5" DBH
(a) At least two species equally distributed throughout the site.
(2) 24 Ornamental trees w� mitumum size of 1.5" DBH
(a) At least two species equally distributed throughout the site.
(3) 24 Coniferous trees w/ minimum height of six feet
(a) At least two species equally distributed throughout the site.
r1ll trees must be maintained and replaced as Yequired byr cityr staff.
Additional shrubs and perennials as shown on the landscape plan.
d. All exterior side`valks and trails shall be concrete, bituminous, or crushed and
compacted granite.
6. Building
a. A combined minimum of 30 percent of the exterior `valls of the building must be
finished `vith Cedarwood HD by Edco, shingle shakes, brick, natural stone, or
stucco.
9.
EXHIBIT E
Building Elevations
10.
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NOT�S:
1, BASE PLAN USED IS A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY
BOGART. PEDERSON & ASSOCIATES, INC,
2. ALL EXISTING UTILIIY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE
ONLY. CONIRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR TO
CONSIRUCTION, CONTRACIOR SHALL CONTACI UTILITY COMPANIES VIA GOPHER
STATE ONE-CALL ONLINE OR BY CALLING 811 OR 1-800-252-1166.
3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RES7RIC71VE OF TNE PROJECT
SPEGFICATIONS, THE STAN�ARD SPEGFICATIONS OF TNE CI7Y OF ELK RIVER AND
TNE LATEST E�ITION OF MN�OT STAN�ARD SPEGFlCATIONS FOR CONSTRUCTION.
4. 70TAL LOT AREA = 285,90� SF (6.56 ACRES)
exisliNc iMPeR�nous suRFace nRea = zaoz sF (i.o�)
PROPOSED & FUTURE IMPERVIOUS SURFACE AREA = �60,185 SF (56.0%)
5. SEE SHEET C-2 FOR UTILITY NOTES AND DEIAILS.
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Ui1LIN/SURFACING NOTES:
WATER AND SANITARY SEWER U11LI11E5
1. WA1ER MNN AND ANY WA1ER SERVICE LINES SHALL 6E PLACED AT A MINIMUM DEPTH OF 8 FEET 6ELOW
viNisNeo cea�e.
2 HORIZONTAL SEPARATION BETWEEN ALL SEWER AND WATER LINES SHALL BE 10'.
3. WHERE SEWER AND WATER LINES CROSS A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED.
IF INSIJLATION IS NECESSPRV, I7 SHALL BE PROVIDED AS AN INCIDENIAL ITEM. 1HE CONTRACTOR WILL 6E
RESPONSIBLE FOR PFOVIDING THIS VEFIICAL SEPARA710N.
4. THE CONTFACTOR SHALL TIE ALL WA1EF MAIN FITTINGS TO THE MNN ON ALL SIDES. THFEADED FOD JOINT
RESTRNNT SHALL BE IJSED ON ALL HVDRANTS, WHILE POURED CONCRETE SHqLL 6E IJTILIZED ON ALL
OTHER FITTINGS. MECHANICAL FES�FAINED JOINTS ARE AN APPROVED ALTEFNATIVE TO THFEADED FOD
JOIN1 RESTRAINTS PND POURED CONCREIE.
5. STORM AND SANITARV SEWER STRUCTURES SHALL HAVE STEPS.
6. ALL STORM SEWER PIPE SHALL HAVE WATERTIGHT GASKETED JOINTS CONFORMING TO MND01 SIANDARD
PLATE N0. 3006G.
]. CONIRACTOR SHALL VEFIFY LOCATIONS AND ELEVATIONS OF ALL EXIS�ING UTILITIES PFIOF 10 ANY
CONSTRl1C�lON.
8. ALL IJNUSED WA1ER SERVICES IN JACKSON STREET SHALL 6E DISCONNEC�ED AT THE WATERMNN AND THE
S�OP BOX FEMOVED BY A LICENSED CONTFACTOF.
9. CONIRACTOR SHALL SUBMIT A TFAFFIC CONTFOL PLAN FOR ALL WORK IN THE JACKSON AVENUE RIGHT-
OF-WAV. THIS PLAN SHALL 6E APPROVED BV 1HE CITV OF ELK RIVER PRIOR TO PNV WORK IN THE CITV
RIGH7-OF-WAY.
SURFACING
1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARV TO AITAIN THE REQUIRED COMPACTION
DESCRIBED IN 1HE PROJECT SPECIFICATIONS. COMPACTION TES�ING SHALL BE PERFOFMED BY AN
INDEPENDENI TESTING FIRM.
2. GRAVEL BPSE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE
OBSERVED BY A SOILS ENGINEER TO VERIFV S�ABILITY.
GRADING NOTES:
�. CONIRACTOR SHALL VERIFV qLL E%ISTING CONDITIONS INCLUDING LOCA710NS, AND RIM PND INVERT
ELEVATIONS, OF EXISiING DRAINAGE AND SANI1AFtY StRUCTURES. LOCATION AND SIZE OF EXIS�ING SANITAFtY,
WATER, PND STORM SEWER STUBS, AND E%ISTING GRADES SHqLL ALSO 6E VERIFIED.
2. NOTIFV ENGINEER IMMEDIAIELV IF ANV DISCREPANCIES ARE DISCOVERED BETWEEN THE E%IS11NG CONDI110NS
AND 1HE CONDI110N5 NOTED ON THE PLANS, WHICH ARE SIGNIFICAN7 ENOUGH TO AL1EF THE IN1EN7 OF THE
DRAWINGS.
3. CONTRACIOR SHALL PERFORM CALCULA710NS TO VERIFY EARTHWORK OVANTITIES. CONTRACTOR'S BID/QUOTE
SHALL BE 6ASED ON HIS�HER OWN EPRIHWORK CALCIILATIONS.
4. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUITER, UNLESS NOTED OTHERWISE. PROPOSED
ELEVATIONS ARE INTENDED 10 PROVIDE POSITIVE DRAINAGE 10WARD5 CATCH BPSINS AND/OR OUTLETS. THE
CONIRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REOUIRED ELEVATIONS, WHICH WILL PROMOTE
POSITIVE DRNNAGE THROUGHOUT THE PROJEC7 SITE.
5. TOPSOIL SHALL BE RESPREAD IN THE SEEDING AREFS ONLY A1 A MINIMUM DEPTH OF 5 INCHES.
6. ANV BIIUMINOUS PAVEMENI OR CONCREIE REMOVED OR DEBRIS ENCOUNTERED SHALL BECOME 1HE
PROPERTV OF THE CONIRACTOR AND DISPOSED OF OFF THE R.O.W. AND EASEMENTS OF 1HE OWNER PER
MNDOT SPECIFICA710N 2104.3C3 OR RECYCLED PER MNDOT SPECIFICATIONS.
]. PEDES�RIAN RAMPS SHALL BE CONS�RUCTED PER CURRENT MNDOT StANDARD PLAN 5-29].250.
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NOTES:
i. ansE P�nN useo is n eouNonRv nNo TOPocRnPr+ic suRvev
PREPARED BY BOGART, PEDERSON & ASSOCIATES,INC.
z n�� exis7iNc u1wTv �ocnlioNs nNo E�evnlioNs sr+owni nRe
APPROXIMATE ONLY. CON7RACTOR SNALL CONFIRM ALL LOCATIONS
AND ELEVATIONS PRIOR 70 CONSTRUCTION. CONTRACTOR SHALL
CONTACT UTILITY COMPANIES VIA GOPHER S1ATE ONE—CALL ONLINE
OR BY CALLING 811 OR 1-800-252-1166.
3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF
TNE PROJECT SPEGFICATIONS, THE SIANDARD SPEGFICATIONS OF
TNE CITV OF ELK RIVER AND TNE LATES7 EDITION OF MNDOT
STANDAR� SPECIFICATIONS FOR CONSTRUCTION.
4. SEE SHEE7 C-2 FOR GRADING AND SURFACING NOTES AND DETAILS.
5. SEE SHEE1 C-4 FOR 1HE SEOUENCE AND PROTOCOLS TO BE
FOLLOWE� FOR EROSION AN� SE�IMENT CONTROL �URING TNE SITE
�EVELOPMEN7 PROCESS
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PROJIECT IN�ORMATI�N:
1. PROJECT NAME: JACKSON NILLS APARTMENTS
PROJECI LOCA710N: 7XX JACKSON AVENUE NW, ELK RIVER, MINNESOTA
PID 75-134-2305
SW 1/4 OF NW 1/4 OF SEC. 34, iOWNSHIP 33, RANGE 26
N=45.309727, E=-93.567928'
PROJEC7 SIZB PARCEL SIZE=6.628 ACRES, DISTUR6ED AREA=6.628 ACRES.
IMPERVIOUS SURFACE AREA: EXISIING=0,063 ACRES, PROPOSED=3,677 ACRES.
2 PERMANENT S10RMWAIER MANAGEMENT:
WRLTRATION BASIN & WE1 POND: YES - �ESIGNED TO MEET CI1Y S10RMWAIER REQUIREMENTS.
ALIERNA7IVE MEINODS: NO
3. RECEIVING WATEkS:
ONSIIE STORMWATER BASINS: SPECIAL WATER-N0, IMPAIRE� WATER-NO
CITY STORM SEWER SYSTEM: SPECIAL WA1ER-NO,IMPAIRED WATER-NO
MISSISSIPPI RIVER: SPECIAL WATER-NO IMPAIRED WATER-YES AOC AQR
4. STORMWATER MANAGEMEN7 DESCRIPTION:
S10RMWAIER VOWME AND RATE CONTROL FROM 1HIS SITE ARE MANAGED WIIHIN THE PROPOSED
WRLTRATION 6ASIN AND WE1 POND LOCATED ONSITE. STORMWATER REPORT AND CALCULATIONS
AVAILABLE FROM STARK ENGWEERING UPON REOUEST.
5. ENVIRONMENTAL REPORIS AND PERMITS FkOM DNR, ARMY CORP OR LGU:
A I1 APPEARS 1NA1 NO OTHER PERMITS ARE REQUIRED SINCE NO EXISIING WEILANDS ARE LOCAIED
ON THIS SITE
B. EAW, ENDANGERED OR THREATENED SPECIES OR ARCHEOLOGICAL REVIEW WAS NOT COMPLETED.
C. THIS SITE IS NO7 LOCAIE� IN KARS7 aR A �RINKING WATER SIJPPLY MANAGEMENT AREA.
6. KNOWLEDGEABLE PERSON�CHAIN OF kESPONSIBILITY DESCRIP110N:
OWNER: PA1 BRIGGS, THE BRIGGS COMPANY
SWPPP DESIGNER: WAYNE C.B. STARK, P.E CERIIRED SWPPP DESIGNER
SWPPP COORDINAIOR:
CONSTRU���ON NO�IES:
1, iHE OWNER AN� CONIRACTOR SHALL COMPLETE AN� SUBMIT AN NPDES PERMIT TO THE MN
Po�wlioN caNleo� ncENcv (MPcn) PeioR 10 coNsrRucTioN nN� coMP�v wi1H n��
REOUIREMENIS. REFER TO SHEE7 C-3 FOR LOCA710N OF EROSION AND SEDIMENT CONTROL I1EMS.
2 1NE FOLLOWING SEOUENCE AN� PROTOCOLS SHALL BE FOLLOWE� FOR EROSION AN� SE�IMENT
CONTROL DURING THE SITE DEVELOPMENT PROCESS:
A, INSTALL PERIMETER CONIROLS (SILT FENCE, ROCK LOG & ROCK CONSTRUCTION ENIRANCE) AS
SHOWN ON THE PLANS PRIOR TO STAR1 OF WORK.
B. INSIALL WLET PROTECTION IN ALL DOWNSIREAM CATCH BASINS WHICH RECBVE kUNOFF FROM THE
DISTURBED AREA CATCH BFSIN INSERTS ARE REQUIRED A1 ALL LOCATIONS NOT WIIHIN THE
DISTURBED AREA WHICH RECBVE RUNOFF MNDOT iYPE C WLET PRO1EC110N.
� )
C. NO SOIL S10CKPILES OR CONCRETE WASHOUTS ARE ALLOWED ON THE PROJECT SITE SOIL
S10CKPILES SHALL HAVE PERIMEIER CONTROL AND HAVE 1EMPORARY SEED AND MULCH.
�. MAINTAIN ALL 1EMPORARY EROSION CONIROL �EVICES IN PLACE UN11L THE CONTRIBUTING
DRAINAGE AREA NAS BEEN S1A81LIZED. INSPECT iEMPORARY EROSION CONIROL DEVICES ON A
WEEKLY BAIS AND AFTER EACH 1/2" OR MORE RAW EVENT, CLEAN OR MAINIAIN 1HESE DEVICES
AS NEE�E� TO BE EFFECIIVE, REPLACE �ETERIORATE�, DAMAGED OR ROITED EROSION CONIROL
DEVICES IMMEDIATELY.
E REMOVE ALL SOILS AND SEDIMENIS DEPOSITED ONTO PU9LIC AND�Ok PRIVATE PAVEMENT AkEAS
WITHW 24 NOURS OF �EPOSITION. REMOVAL OF TRACKING MATERIALS SHALL BE COMPLETE� A7
THE EN� OF EACH WORK �AY WHEN I7 OCCURS. SWEEPING MAY BE OR�ERE� AT ANY iIME IF
CON�ITIONS WARRAN7.
F. PERFORM SI1E REMOVALS, GRADING EXCAVA710N AND EMBANKMEN7. SEED AND MULCH ALL
DISTURBED AREAS OUTSIDE OF PROPOSED PAVEMENT AND BUILDING AREAS IMMEDIATELY AF1ER
THIS WORK WHEN AC11VI1Y WILL BE CEASED FOR 7 DAYS.
G. INSIALL U1ILITIES, CURB AND GUTTER, SIDEWALK AND BITUMINOUS PAVEMENI SECTION. CONSTRUCI
BUIL�INGS RNE GkA�E SITE AND RESTORE GkEEN AREAS WITH PERMANENT VEGETATION OF
SEE�/S0� PER PLANS. THE WRLIRATION BASIN AREAS SHALL BE SIABILIZE� PER PLANS.
H, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER SITE HAS UNDERGONE
RNAL STABILIZA710N AND PERMANENT VEGETATION HAS BEEN ESIABLISHE� WI1H A1 LEAS7 70%
COVERAGE.
NARRATIVE:
i. sroeM wnrER Po�wTioN PREv�N1ioN P��v (swPPP) iNc�uoEs rHE Fo��owiNe
A �ESCRIPTION OF THE EXISTING SI1E CON�I110N5 WCW�ING EXISTING LAN� IJSE FOR 1NE SI1E, SOIL 1YPE5
FOR THE SI1E AND THE LOCA710N OF SURFACE WAIERS WHICH ARE LOCATED ON OR NEXT TO 1HE SITE
B, IDENIIRCATION OF THE BODY OF WA1ER(S) WHICH WILL RECBVE RUNOFF FROM THE CONSIRUCTION SITE
WCWDING THE ULIIMATE BODY OF WA1ER 1HA1 RECBVES THE STORMWATER,
C. THE FOLLOWING ADDITIONAL PROJECT DOCUMEN1A710N SHALL BE CONSIDEkED PART OF THIS SWPPP, BU7 IS
NO1 BBNG DUPLICAIE� FOR THIS �OCUMENT: CERTIRCATE OF SURVEY PLAT BWLDING PLANS AND
�
GEOTECHNICFlL REPORT,
D, DESCRIPTION OF S10RMWATER MANAGEMENT CONTROLS AND VARIOUS BEST MANAGEMEN7 PRACTICES BMPs
i )
NECESSARY TO REDUCE EROSION, SE�IMENT AN� POLLUTANTS IN 1HE S10RMWAIER DISCHARGE.
E DESCRIPTION OF SWPPP COORDINATOR DUTIES WCWDING FAGLITY-MONIIORING PLAN AND HOW CONTROLS
WILL BE COOR�INATE� WITH CONSTkUC110N ACTIVITIES.
E DESCRIP110N OF IMPLEMENTAiION SCHEDULE AND PROVISIONS FOR AMENDMENT OF THE PLAN,
G, PROVISIONS FOR PERMANEN7 TURF ESTABLISHMENIS AN� WATER QUALITY iREATMENI BMPs FOR IMPERVIOUS
SURFACES.
2 THE CONSTRUC110N SITE SWPPP COORDINAIOR FOR 1HE FACILITY SHALL BE DERNE� BY THE OWNER AND
CONIRACTOR PRIOk TO COMMENCEMENT OF ANY CONSTRUC110N AC11VI11ES. DU11ES OF THE SWPPP COORDINATOR
SHALL INCWDE THE FOLLOWING:
A.IMPLEMENTAiION OF 1HE SWPPP.
B. OVERSEE MAINTENANCE PRACTICES IDENTIRED AS BMPs IN 1HE SWPPP.
C. CON�UCT OR PROVI�E FOk INSPEC110N AN� MONITORING AC11VI11E5.
D, IDENIIFY POTENTIAL POLLUTANT SOURCES AND MAKE SURE 1HEY ARE ADDED 10 THE PLAN,
E IDENIIFY ANY �ERCIENCIES OF 1HE SWPPP AND MAKE SURE THA1 THEY ARE
CORRECIED.
F. ENsuRE 1r+n1 aNv cr+nNCEs iN coNsrRuclioN P�nNs aeE aooeEssEo iN rHE swPPP.
G. E�UCATE AN��OR INSIJRE 1NA1 CONTRACTORS AN� SUB-CONTRAC10R5 ARE AWARE OF 1NE SWPPP AN�
PRACTICE EROSION�SEDIMEN7 CONIROLS, SPILL PREVENTION AND RESPONSE, GOOD NOUSEKEEPING, PROPER
MAIERIAL HANDLING, �ISPOSAL AN� CONIROL OF WAST6 EQUIPMENT FUELING, AND PROPER S10RAG6
WASHING AND INSPECTION PROCEDURES.
3. FACILITY DESCRIP110N:
A 1HE CONSIRUCTION SITE IS LOCATED IN 1HE CITY OF ELK RIVER, SHERBURNE COUNTY, MN. SEE PROJECT
WFORMATION SEC110N FOR MORE �ETAILE� LOCATION WFORMATION. IT IS BOUN�E� BY CI1Y STkEETS ON THE
EAS1 AND SOUiH SIDES, A CI1Y PARK ON THE WEST SIDE AND A CHURCH PARKING LO1 ON 1HE NORTH
SIDE
B. THE CONSTRUC110N WILL CONSIST OF SOIL CORREC110NS, LO7 GRADING, SITE U1ILITIES, APARTMENT BUILDINGS,
CUkB AND GUTTER, SIDEWALK AND BITUMINOUS PAVEMENI. NO CONCENTkAiED FLOW AREAS (DITCHES) ARE
PROPosEo.
C, THE EXISIING CON�ITIONS OF 1HIS SITE ARE A VACANI LOT WITH GRASS AND WOODED AREAS, ACCOR�ING TO
THE WEB SOIL SURVEY, iHE EXISTING SOILS WIIHIN THE PROJECT SI1E ARE WELM LOAMY SAN� (260) AND
SEELYVILLE MUCK (540). 1HE SITE SPECIRC BORING LOGS FOUN� HIGHLY ORGANIC PEA1 (PT) AND ORGANIC
si�r ov�e PooR�v cRn�E� snN� wirH si�r (sP-sM) nNo Pooe�vi cenoE� snNo (sP).
D. REFER TO 1HE PLANS FOR THE SITE IMPROVEMENTS AND CONTOURS DISTURBANCE OF THE SITE WILL OCCUR
DUE TO SITE GRA�ING, U1ILITY INSIALLA710N, BUIL�ING CONSTkUC110N, PARKING LOT CONSTRUCTION AN�
LANDSCAPING.
4. IDENIIRCATION OF POTENTIAL STORMWATER CONTAMINANIS:
A SIGNIRCANT MATERIAL WVENTORY (SEE TA6LE 1) - POLWTANTS 1HAT RESlJL1 FROM CLEARING, GRADING,
EXCAVATION AND BUILDING MATERIALS 1HAT HAVE THE POTENTIAL 10 BE PRESENT IN STORMWAIER RUNOFF,
B. THE FOLLOWING POTENIIAL SOURCE AREAS OF STORMWATER CONTAMINA710N WERE I�ENTIRE� AND EVAWATE�:
CLEARE� AN� GRA�E� AREAS, SI1E CONSTRUC110N WCLU�ING CONCREIE WALKS AN� BIIUMINOUS PAVEMENTS,
UTILIIY INSTALLATION AND BUILDING CONSTRIJCTION.
5. TEMPOkAkY AN� PEkMANENI EROSION CONTROL PRACTICES:
A. SILT FENCE BARRIERS WILL BE PLACED ACCORDING 10 1NE PLANS AND PRIOR TO CONSIRUCTION. THESE
TEMPORARY PERIMEIER CONIROLS SHALL NOT BE REMOVE� UN11L ALL CONSTRUC110N ACTIVITIES ARE COMPLEIE�
ON 1HIS SITE AND SOILS HAVE BEEN SIABILIZED.
B. TOPSOIL WILL BE STkIPPED AND STOCKPILED. STOCKPILES WILL HAVE PERIMETEk CON1kOLS (SILT FENCE, ROCK
LOGS OR SILT SOCK) AND BE SIABILIZED WITH MULCH.
C. A ROCK CONSTRUCTION ENTRANCE WILL 6E MAINTAWED THROlJGNOUT THE PROJECT, iHIS ENTRANCE WILL BE
REQUIRED TO REDUCE VEHICLE TRACKING FROM THE SITE REGULAR MAINTENANCE MAY NEE� TO BE PERFORME�
TO INSURE SE�IMEN7 IS NOT iRACKE� ON70 LOCAL ROADWAYS. SWEEPING WILL BE USED 10 CLEAN UP TRACKE�
SE�IMENT.
D, WLE7 PROTECTION WILL BE USED AT DRAINAGE WLETS.
E EROSION CONIROL BLANKET AND SEDIMEN7 LOGS WILL ALSO BE IMPLEMENTED W CRIIICAL AREAS ALONG WI1H
SEED AND MULCH OR SOD DURING KEY PERIODS OF TURF ESIABLISHMENT.
6 UPON COMPLETION OF EXIERIOk WORK, TOPSOIL WILL BE kESTOkE� AN� 1HE SI1E WILL BE LAN�SCAPE� AN�
SEE�ED�SO�DE� ACCOR�INGLY. THE RL1RA710N BASIN AkEAS SHALL BE STABILIZE� WI1N EROSION CONIROL
BLANKET AND MNDO1 N36-241 NA71VE SEED MIX APPLIED A1 A RA1E OF 36.5 LBS PER ACRE OR APPROVED
EQUAL.
G. ONCE UP SLOPE AREA ARE PEkMANENTLY SIABILIZER ACCUMULAIED SEDIMENT WILL BE REMOVED FROM FY
BFSIN AREAS AND 1NEY WILL BE SEEDED AND MULCHED.
H. AF1ER 1HE EN11RE SITE IS STABILIZED, THE TEMPORARY BMPs WILL BE REMOVED FROM THE SITE.
6. CONSTRUC110N PRACTICES 10 MINIMIZE STORMWATER CONTAMINATION:
A ALL CONSIRUCTION WASTE MATERIALS WILL BE COLLECIED AND DISPOSED OF PROPERLY ACCORDING
10 ALL LOCAL AND REGULATORY REQUIREMENTS G00� HOUSEKEEPING, MONITORING AN� SPILL
CONTROL PRACTICES WILL BE FOLLOWING DURING CONSTRUCTION TO MINIMIZE STORMWATER
CONTAMINA710N FROM PETROLEUM PRO�UCIS, FERIILIZERS, PAINTS AN� CONCREIE
& ENVIRONMENIALLY FRIENDLY FERTILIZERS WILL ONLY BE APPLIED WIIHIN THIS AREA AND WILL BE
WORKE� IN70 THE SOIL 10 LIMIT EXPOSURE TO S10RMWAIER.
C. ALL VEMCLES ON SITE WILL BE MONIIORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE
MFlINTENANCE TO REDUCE THE CHANCE FOR LEAKFlGE.
D. ANY ASPNAL7 SUBSTANCES IJSED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTl1RER'S
RECOMMEN�ATION.
E SANIIARY WAS1E WILL BE MONITORED AND COLLECTED A1 REGULAR INIERVALS FROM PORTABLE
uNi1s ro avoio ov�RFiwNc.
F, ALL SPILLS WILL BE CLEANED UP IMMEDIAIELY UPON DISCOVERY.
G. CONCREIE 1RUCKS WILL NO1 BE ALLOWED TO WASH OUT OR �ISCHARGE SURPWS CONCREIE OR
DRUM WASH WATER WIIHIN THE PROJEC7 SI1E.
H. PLASTER AN� DRYWALL CLEANUP WATER WILL lJSE AN APPkOVE� ONSITE CONTAINMENT FAGLITY.
7. MAINTENANCE AND INSPECTION PkOCEDURES::
A. AT LEAS7 ONCE A WEEK OR WITHW 24 HOUkS OF A 1�4" RAWFALL EVENT OR GREAIER, VISUAL
INSPECTIONS OF 1HE EN11RE CONSTRUC110N SI1E WILL BE PERFORMED. THESE INSPEC110NS WILL BE
CONDUCIE� BY THE SWPPP COORDINAIOR OR 1HEIR �ESIGNEE. 1HE INSPECTION WILL VERIFY iHE
EROSION AN� SE�IMENT BMPs ARE FUNC110NING PROPERLY. iHE FOLLOWING INSPEC110N AN�
MAINTENANCE PRAC110E5 WILL BE USED 10 MAINTAIN THE EROSION AND SEDIMENT CONTROLS.
B. SIL7 FENCES WILL BE INSPECTED FOR DEPTH OF SEDIMENT, FOR TEARS, TO SEE IF THE FABRIC IS
SECURELY AiTACHE� TO 1HE FENCE POSTS AND 10 SEE THAT iHE FENCE POSTS ARE RRMLY IN
1NE CROUND.
G BUILT UP SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN I7 HAS REACHED 1/3 OF THE
HEIGN7 OF THE FENCE.
D. SEDIMENT BASINS,IF ANY, WILL BE INSPECIED FOR DEPTH OF SEDIMENI. SEDIMENT SHALL BE
REMOVED FROM 1HE BASIN WHEN I1 REACHES A DEP1H OF 1',
E TEMPORARY AND PERMANENI SEE�ING WILL BE INSPECTE� FOR BARE SPO1S, WASHOUTS AND
HEALTHY GROWTH.
F. 1NE ROCK CONSTRUCTION ENIRANCE WILL BE INSPECTED FOR SEDIMEN7 TRACKED ONTO ROADWAY,
FOR CLEAN GRAVEL AND 10 MAKE SURE THA1 ALL TRAFRC USE IT WHEN LEAVING THE SI1E.
G. A MAINTENANCE INSPECTION REPORT WILL BE COMPLEIE� DURING EACH INSPEC110N BY THE SWPPP
COOR�INATOk. A BLANK REPORT FORM IS AVAILABLE UPON kEQUEST. COMPLETE� FORMS WILL BE
STORED ONSITE DURING 1NE EN11RE CONSTRUC110N PROJECL FOLLOWING CONSIRUCTION, THE
COMPLETED FORMS WILL BE RETAWED BY iHE OWNER OR THBR �ESIGNEE FOR A MINIMUM OF 3
vEnes.
N. 1ERMINATION OF COVERAGB 1NE SWPPP COOR�INATOk AN� 1NE OWNER WILL 1ERMINATE THE
PERMIT BY SUBMITTING THE NOTICE OF TERMINATION AS DIRECIED IN PAR1 11C OF THE NPDES
PERMIT, THE NOTICE SHALL BE SUBMITTED WHEN CONSIRUCTION IS COMPLEIE AND PERMANENI
COVEk 6 ESIABLISHED.
I. MAINIENANCE PLAN: MAINTENANCE INSPECTIONS WILL BE COMPLETE� BY THE OWNER BIANNUALLY
AND WILL INCLUDE INSPEC110N OF 1HE DRAINAGE BASINS, RECORD THE RNDINGS AND NO1E ANY
CORRECIIVE AC110NS TAKEN,
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