HomeMy WebLinkAboutResolution 7188 CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
y� GRC"�` NO. 8
`4kEsHOl-t
A RESOLUTION
APPROVING A PRELIMINARY PLAT FOR
LONG BRIDGE
(FILE NO. LA21-000021)
WHEREAS, on February 17, 2021 John Newell, o/b/o Stephen and John Newell
("Applicants"),applied for a preliminary plat for the property legally described in Exhibit A;
WHEREAS, on March 15, 2021, after published and mailed notice in accordance
with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at
which time all persons desiring to be heard concerning the preliminary plat application were given
the opportunity to speak thereon; and
WHEREAS,on March 21,2021,the Planning Commission recommended approval
of the preliminary plat; and
WHEREAS, on April 12, 2021, the City Council reviewed the application, the
recommendations of the Planning Commission and City staff, and the comments received from
the public during the meeting; and
NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono,
Minnesota hereby approves the requested preliminary plat as described above based on one or
more of the following findings of fact concerning the Property:
FINDINGS OF FACT:
1. This application was reviewed as Zoning File #LA21-000021. The analysis contained
within staff memos and the exhibits attached to the aforesaid memos, all minutes from the
above mentioned meetings, and any and all other materials distributed at these meetings
are hereby incorporated by reference.
2. The Property is located in the LR-1A Zoning District.
3. The property is guided for Urban Low Density Residential in the 2040 Community
Management Plan.
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RESOLUTION OF THE CITY COUNCIL
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4. The Property contains 24.68 acres in area.
5. The parcel will be subdivided into 3 buildable lots and 1 outlot for a private road. All lots
conform to the size and width requirements of the LR-1A zoning district upon being
combined.
6. The Developer has prepared grading plans to manage stormwater on site conforming to
applicable rules and ordinances.
7. Access to the property is via County Road 6, a Hennepin County road.
8. While the parcel is located within the Metropolitan Urban Service Area (MUSA),the lots
will be served by on-site septic systems because the City Council finds that sanitary sewer
is not reasonably accessible,per Section 82-223.
9. Water will be provided via on-site wells.
10. The Parks, Trails and Open Space element of the Orono Community Management Plan
(CMP)has no current plans for parks that specifically require dedication of park land from
this property.
11. The City Council finds that a conservation design plan is not necessary due to the scope of
the development and the intention to minimize grading, and waives the requirement as
authorized in Section 82-300.
CONCLUSIONS, ORDER AND CONDITIONS:
Further, based upon one or more of the above findings, the Orono City Council hereby grants
preliminary plat approval to allow the subdivision of the property into 3 buildable lots,as depicted
on the plans most recently updated February 25, 2021 prepared by Gronberg and Associates,
attached as Exhibit B, subject to the following conditions:
A. Project Specific Conditions
1. The applicable general engineering comments and or conditions provided by City
Engineer in their comment letter dated March 1, 2021 (Exhibit C) shall be suitably
addressed by applicant in the development plan submittal.
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�OAp CITY OF ORONO
RESOLUTION OF THE CITYY COUNCIL
� NO. 71 88
l�&ESHO��
2. Watershed District(MCWD) approval, including provision of easement necessary
to support the pond and related infrastructure on the property.
3. Hennepin County approval, outlined in the comment letter dated March 17, 2021
and attached as Exhibit D.
4. Suitable documentation for two septic sites for each lot to be provided prior to Final
Plat.
5. The following estimated fees are due at the time of final plat unless otherwise noted.
These fees are based on the 2021 Fee schedule and the fee schedule in effect at the
time of Final Plat approval will govern.
a. Stormwater and Drainage Trunk: The property will be subject to the Stormwater
and Drainage Trunk Fee (SW&DT Fee) of$16,120.00 (Number of new lots (2)
times per lot amount($8,060).
c. Park dedication: $11,100.00 ($5,550 x 2 new lots).
B. General conditions imposed on preliminary plats shall apply, and are as follow:
1. Appropriate traffic control signage within and pertinent to the site shall be installed
by the Developer subject to the City Engineer's review and approval.
2. Erosion control shall adhere to "Best Management Practices for Protecting Water
Quality in Urban Areas" and to the approved SWPPP. All erosion controls as
required by the City and the MCWD shall be in place prior to commencing grading
and excavation on the site. All such erosion control measures shall be maintained
in working order until the site is vegetated and stabilized.
3. The construction limits shall be clearly marked with adequate fencing to prevent
any construction damage or disturbance of any trees and vegetation outside of the
construction limits area. Developer shall identify trees to be preserved on site, shall
mark them on a site plan, and shall take extraordinary measures such as fencing,
signage, etc.to ensure they are not disturbed.
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�OAp CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
y� NO. 71 8 8
`.kESHOv--
4. Septic sites shall be clearly marked with adequate fencing to prevent any
construction damage or disturbance.
5. This approval is based upon the known issues that may affect this project, but this
approval does not limit the City from revising or amending these conditions as the
review process continues.
6. Council approval is based on the entire record, above Findings.
7. Any amendments to the plans which are not in conformity with City codes may
require further Planning Commission and City Council review.
8. Authorities granted by this resolution run with the Property not with the Applicants,
but are permissive only and must be exercised by filing a final Plat application
within one year of the date of Council approval, or the preliminary plat will expire
on that date (April 12, 2022).
9. Violation of or non-compliance with any of the terms and conditions of this
resolution may result in the termination of any authority granted herein.
C. Plans and Specifications. The following plans and specifications shall be submitted
for review and approval by the City and other appropriate jurisdictions:
1) Final Street and Storm Sewer plans and specifications. Proposed plans shall be
provided to the City for final review and approval with the Final Plan set. The
Public Works Department and any other pertinent reviewing agencies shall
review and approve all utility improvements.
2) Final Grading,Drainage and Erosion Control Plan and SWPPP showing existing
and proposed contours, building locations, elevations, stormwater facilities and
calculations,utilities and erosion control measures to be used during construction.
General Development Plan Approval will not be granted until the Minnehaha
Creek Watershed District has approved the stormwater plans.
3) Landscaping plan to reflect a natural pattern of replacement trees,versus a lineal
replacement pattern along the new road.
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p CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
ti� `4' NO. 71 88
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4) Final Plans for improvements proposed in the Hennepin County Right of Way.
5) Any additional plans and specifications deemed necessary by the City as review
progresses.
D. Platting Process.Applicant shall complete all requirements for Final Plat Approval as
follows. The following list of final submittals must be submitted to the City. These
submittals are as follows:
1). Record plat drawings in the form of two (2) mylar copies (one copy for the City's
records and one for filing with Hennepin County) and one (1) copy reduced to 1" =
200'. Drawing to include:
A. Lot lines platted per preliminary plat survey/drawing by Gronberg
and Associates dated February 25, 2021 attached hereto as Exhibit
A, except as modified herein.
B. Dedication of "drainage and utility easements" 10' along exterior
property lines and 5'along the interior property lines.
C. Dedication of"Drainage Easements"over all drainageways.
D. Name of plat.
E. Name of the street.
2). Legal documents required:
A. Title opinion addressed to the City or a title insurance policy in favor
of the City. All owners, mortgage holders or others with property
interest indicated therein shall sign the plat and all other documents
affected by such interest.
B. The applicant must provide certified copies of all recorded
easements currently affecting the property.
C. Signed Developers Agreement and Letter of Credit for construction
of improvements. The City Engineer shall establish the amount to
be provided in the Letter of Credit based on 125%of the estimated
cost of improvements.
D. One original copy of any private covenant, homeowners'
association agreement or other private restriction intended to be
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CITY OF ORONO
RESOLUTION OF THE CITYCOUNCIL
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filed in the chain of title of the property at the time the final plat or
survey is recorded.
3). Fees required: Application fee, Park dedication, Stormwater and Drainage Trunk
enumerated above.
E. Development Agreement. Development Approval is contingent upon the
successful execution of a Development Agreement between the applicant and the
City. Such Agreement shall address all specific City requirements for the
development.
F. Financial Guarantee. The Development Agreement shall include a financial
guarantee by the applicant to ensure the completion of site improvements.The City
Engineer shall complete an estimate of improvement costs, including but not
limited to streets,curb&gutter, landscaping,grading,erosion control,utilities,and
stormwater management facility construction,and the applicant shall provide to the
City a financial guarantee of 125%of the improvement costs.
ADOPTED by the Orono City Council on this 12th day of March, 2021.
1 /
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EST: CITY OF ORONO:
f�sf./
Carlson, City Clerk Dennis Walsh,Mayor
6
-WA/ CITY CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
ti;, * NO. 7 1 8 8
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Exhibit A
Legal Description
LEGAL DESCRIPTION FOR JOHN&STEPHEN NEWELL: (per Certificate of Title No. 1446543)
Par 1:That part of Lot 1 lying West of a line drawn parallel with and 395 feet East of,measured at right angles to
the East line of the West 1/2 of the Southwest Quarter of Section 26,Township 118,Range 23 and the same
extended and lying North of the North line of Lot 2 and its Easterly extension;
That part of Lot 2,lying North of the Easterly extension of the Northerly line of Tract A,Registered Land Survey
No. 1379;
All in"Auditor's Subdivision No.291,Hennepin County,Minnesota"
Par 2:That part of Government Lot 1,Section 26,Township 118,Range 23 described as follows:Beginning at the
Northwest corner of Lot 2, "Auditor's Subdivision No.291,Hennepin County,Minnesota";thence West along the
extension of the North line of said Lot 2 and along the South line of Lot 1,said Auditor's Subdivision to the most
Westerly line of Lot 1,said Auditor's Subdivision;thence South along the extension of the most Westerly line of Lot
1, said Auditor's Subdivision;to the South line of said Section 26;thence East along the South line of said Section
26 to its intersection with the West line of Lot 2,said Auditor's Subdivision;thence North to the point of beginning.
Except that portion thereof embraced in Registered Land Survey Nos.934 and 1379;
and Except the West 50 feet of that part of the above described Government Lot 1 lying North of the North line of
Registered Land Survey No.934;and Except that part of Government Lot 1,lying Southerly of the Easterly
extension of the Northerly line of Tract A,Registered Land Survey No. 1379.
7
7188
1 LONG BRIDGE
PRELIMINARY PLAT FOR
JOHN & ST STEPHEN NEWELL
LOTS BV 26-118-23
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7188
LONG BRIDGE
GRADING & ROAD PLAN AND PROFILE FOR
JOHN & STEPHEN NEWELL
IN LOTS 1 & 2, AUD. SUB. NO. 291, & IN GOV'T LOT 1, SEC. 26-118-23
HENNEPIN COUNTY, MINNESOTA
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8 7188
LONG BRIDGE
LANDSCAPE PLAN FOR
JOHN & STEPHEN NEWELL
IN LOTS 1 & 2, AUD. SUB. NO. 291, & IN GOV'T LOT 1, SEC. 26-118-23
HENNEPIN COUNTY, MINNESOTA
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NOTE:
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1300/40-33 NEW TREE TO BE PLANTED N CLUSTERS.
PLANTINGS TO BE 1-1/2"TO 2"DIAMETER SHADE TREES OF OAK,RED MAPLE,
SUGAR MAPLE.BRCH,HONEY LOCUST,AMERIAN LINDEN,LITTLE LEAF LINDEN
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7188
LONG BRIDGE
EROSION CONTROL PLAN FOR
JOHN & STEPHEN NEWELL
IN LOTS 1 & 2, AUD. SUB. NO. 291, & IN GOVT LOT 1, SEC. 26-118-23
HENNEPIN COUNTY, MINNESOTA
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•
7188
STORMWATER POLLUTION PREVENTION PLAN FOR
LONG BRIDGE
IN THE SW 1/4 OF SEC. 26-118-23
HENNEPIN COUNTY, MINNESOTA
PROJECT NARRATIVE
•
I INS
STN°PROHOUSE ANDCT PARTT Cr F DRIVEWAY PARCEL EXISTING RD AI RBONG A.EWITH A KW ROAD LOTS,
LACNC 5. EROSION 000 STREETS.WETLANDS OR WATER BODIES: AGITATES)
AN EXSTNG DRVEWAY AND TWO FUTURE HOUSES AND DRIVES TO BE CONSTRUCTED TIE A. F ERODED SOLS(IN ELUDING TRACKED SOILLAFROM NDS,OR OTHER WA R BODIENTER
OR
ICTAL SITE 5 26.12 ACRES.UTILITY(STALLATION ESECTMC,CAS PHOS,CABLE,ETC) APPEAR LIKELY TO
WEL ALSO BE INSTALLED N TIE FUTURE AS PART OF TIS PLAN STRATEGIES,CLEAMP AND REAR MUST BE.FF000E WRN TIE APPROPRIATE APPROVALS
HE DNR,MPGA.OR ANY OTHER STATE,FEDERAL OR LOCAL ACMES AS NECESSARY.
2 TIE E.STNG APERNASUSACE FOR THS STE 6 0.95 ACRES.TIE NEW*PERVIOUS DDE OWNER SHALL PROVIDE ALL TRAFFICCONTROL AND FLAG..REQUIRED TO PROTECT
SURFACE OPLL BE 1.40 ACRES. TIE TRAVELING PUBLIC OURNO CLEANUP OPERA..
EROSION NO SEDMENT CONTROL 8. EROSION OFF-STE
GENERAL NOTES
1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION SET FENCE AND FLYERS MST BE INSTALLED. AFEROSBREACHES THE PERIMETER OFF TIE STE.TK OWNER SHALL AAEVIATELY •
TIS MUST BE(INFECTED BY THE COS •
Y PRIOR TO ANY DEMOLITION OR LAND DTIFBANCE AND ION DEVELOP A CLEANUP AND RESTORATION PLAN,OBTAN RIM-OF-ENTRY FROM THE ADIO(NG •
24 HOURS NOTICE MUST BE PROVO.PRIOR TO INSPECTION PRLROPERTYYELINERAAMOS CET
T8APP.ROK.E APPROVALS
LNE RFROM
Y STA ESTATE.
FEDERAL.
00ET L.Aro
N
2. ALL EROSION CONTROL INSTALLATIONS SHALL RELAN N RACE AAO BE WNYMED N HI 4 HOURS OF°BEANNG THE ADCN10 PROPERTY CAREW S PNW I AND
0000 CONDITION BY TIE CONTRACTOR OMR THE STE HAS BEEN RE-VEGETATED.CONTRACTOR APPROVAL FROM ANY APPROPRIATE STATE.FEDERAL,AND LOCAL ACES.
TVEROSIRCONTROL N ADJACE
COE NNTACONSTRUCTTO[CONSTRUCT ROADWAYS.RAE MANTANNG
ADEQUATE CONSTRUCTOR SITE PRACTICES
3. THE CONTRACTOR SNAIL 50EDAE STE GAD.,UTERI'INSTALLATION AND PAVEMENT 1. WASTE AND MATERIAL DISPOSAL:
CONSTRUCTION SO THAT TIE FEIERAL SITE CAN BE MACNED AND RE-SEEDED SOON AFTER
DISTURBANCE.AREAS THAT WEL NOT BE SUBJECT TO CONSTRUCTOR TRAFFIC SHALL BE A ALL WASTE,UNUSED BUILDING MATERIAL(ALONG GARBAGE DEBRIS.CLEANING
SEEDED( OOT IN 190 0 100//AC AND MANED OR SOWED WIT.SEVEN DAYS OF WASTES.WASTEWATER,TOXIC MATERIALS OR HAZARDOUS MATERIALS COLLECTED
BEING DISTURBED SEDIENT.ASPHALT.ANO CONCRETE D DISPOSED
DEMOLITION FLAATIN ND DEBRIS.
PA TA T ELASTIC.
PR PERLYY
4. CONTRACTOR SHALL INSTALL EROSION CCMROL DEVICES AS NIS.LD ON THS ER09CN1 CONFABTAINED ONSTEAND AND
OF OFF SITE,NOT ALLOWED TO BE CARRED BY
CONTROL PAN AID ANY ADDTCNAL MC AREN BASED ON LEANS,METHODS AND YOIENCES RUNOFF INTO RECEIVING CHANEL OR STORAGE SEWER SYSTEM
W CONSTRUCTOR
5. BEST MAIAGAENT PRACTCES(BMP'5)REFER TO ERO50N AID SEDAN-CONTROL PRACTICES 2- HAZARDOUS WTERWS
DEFIED N TK MPGA PROTECTING WATER QUALITY IN URBAN AREAS ANO THE MWNESOTA A. OL.GAS.BE,PANT AND ANY HAZARDOUS SUBSTANCES OUST BE PROPERLY STORED,
CONSTRUCTION RITE EPOSKKI AND SEDIMENT CONTROL PLANLIG IUNDBDOK. NALO(0 SECONDARY CONTANENT,TO PREVENT SALL LEAKS OR OTHER DISCHARGE
6. ALL BMP'S ATSELECTEDEOD.RATION SHALLW UBE SE.APPROPRIATE FOR TEE TIE Cr YEAR NS
SITE CONDITIONS, B. RESTRICTED ACCESS TO SEWAGE AREAS MUST
BE PROVIDED TO PREVENT VANDALS.
ND ESTM
C. CONCRETE WAST MST BE LMIED TO A GE AREA TIE TSITE ARUNOFF MUST
T. ALLPTO AREAS ARE TO BE FENCED OFF FOR PROTECTION PROTECTIOPROTECTION TO EXTEND A MUST CONTD..CTCONTD..WAINK DEFINED AREA.
MN.OF 20'OUNCE W SEPTIC MEAS.
D. STORAGE W HAZARDOUS WASTE MAT BE N COMP.IAI E WITH AAA REGULATORS.
EL INSTALL PER*ETER CONTROL DEVICES ARAM ANY ERT STW'IPILE AREAS.
S. LIDO WASTE:
9. TIE 0 A CONTRACTOR OUST SCHEDULE NS MS TO MWAZE THE AMORT T DISTURBED
AREA AT ANY OVEN TIME.THE CONTRACTOR MUST*MIT THEIR ACTUATES TO TIE DUDA A. RALE SMIA ENA CCESSILLLASCE C�CTED DIUCHLANG TK CONSTRUCTOR
LINTS SHOWN. MUST ST COMPLY WITH THE NEWEST VERNON W TIE STATE SPIES PERMIT.
IC EROSION CONTROL BLAWETS MST BE INSTALLED BETWEEN TIE MI AND HN OF AM
PROPOSED POND AFTER FOAL WADING. 4. SANITARY FACILITES:
11.WHEREVER POSSBLE,PRESERVE TIE EXISTING TREES,GRASS AND OTHER VEGETATIVE A. ADEQUATE ON-SITE SANITARY FACLITES SHALL BE PROVIDED N CONVENIENT
COVER TO HELP FLIER RUNOFF. LOCATIONS)FOR ALL PERSONS W.WORK ON TIE STE.
12.ALL TREES TOT LISTED FOR REMOVAL SHALL BE PROTECTED.DO NOT OPERATE EDPMENT 5. TRAODD I
WIT.THE DRPLNE,ROOT ZONES W MTNN TIE TREE PROTECTION FENCE AREA.
A. EACH STE SHALL HAVE GRAVELED ROADS.ACCESS DRIVES MID PARKNC AREAS OF
13.AT FENCE IS REAIRW AT DOWN WADENT PERMETER W DISTURBED AREAS AID SFFCENi QUOIN AND LENGTH TO PREVENT SEDIMENT FROM BENG TRACKED.TO
STOMNAS.PROTTECSTWUETLA WATERCOURSES AND ADJACENT PRORATES FROM PUBLIC W PRIVATE ROADWAYS.
B. ANY SEDIMENT READING A PUBLIC OR PRIVATE ROAD SHALL BE REMOVED BY STREET
14 THE BOP'S SHOWN ON TIE PLANS ARE TK WORN RENREMENTS FOR TIE MTICPATED CLEAN.BEFORE TIE END OF EACH wONO)AY.
SITE CONIT.NS.AS CORSTRUCTCN PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS.
DICTATE.TIE PERMTEE/CWTRACTON SHALL ANTICPATE THAT MORE BRCS RILL BE 6. WAN MET PROTECTION:
NECESSARY TO ENSUE EROSION AND SOONEST CONTROL ON TK SITE.DURING THE
COURSE W CONSTRUETIONIT 5 THE RESPONSIBILITY W TEE PERMTEE/CONTRACTOR A. ALL STORM WANT NETS.ALL BE PROTECTED DRNO CONSTRUCTOR WITH CONTROL
TO AOOG ESSATO E �TS TIONS THAT MAY BE CREATED BY CONSTRUCTOR ACTNOES100005 A5 APPROVED BY TK CITY.
B HESE DEVICES SHALL RERAN IN PLACE UNTL FOAL STABLRATON OF THE SITE.
15.PROVIDE ADDITIONAL BMP S OVER AND ABOVE TEE WMM REOWE.ENTS SOWN ON
TIE PLANS AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTOR OF WATER AND C. TO USURER ASPECT.
ARC ARETENANAB P ANATTALL FE DEVELOPED AO\PIEDENTW
SOL RESOURCES.
16.OPERATE TRACK EOPl.ENT DOZER W AND DOWN EXPOSED SOL SLOPES ON FOAL A. EXTERNAL WASNG W TRUCKS AND DTIER CONSTRUCT..VENOLES MST BE LATER TO A
PASS.LEAVING TRACK GROOVES POIDIAILAR TO TIE SLOPE DO NOT BACK-BLADE. DEFIED AREA W THE SITE RUNOFF MST BE MITA.ANO WASTE PROPERLY DISPOSED
LEAVE A SURFACE RGI.TO WY.EROSION* W.NO.CRE DEWEASNG 5 ALLOWED ON SIE.
17.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WADE GENERAL NOTES:
NEDIA.ELT TO LOUT SAL EROSION BUT N NO CASE CAPLETED LATER TOWN]
(SEVEN)DAYS OF SURSTANTML COUPLETON W GRAIN.N THAT AREA.TEMPORARY 1. PRIOR TO HTML WADING,THE CONTRACTOR IS RESPONSE,.TO MME SBE ALL REQUIRED
LSHALL COVER
DELAYEDATED LONGER THAN15DA.DAY.LL
RENTT SEED AND MACH REARED WM. PERMITSAID APPROVALS HAVE BEEN WTAND.
15 DAYS W COBIETEN W FINAL GRADING. 2. ABSOLUTELY M CONSTRUCT.,GRADIG,W FABRICATION SOUL BEGO UNTIL:
18.GENERAL TFIPORART SEED SHALL BE MOOT MX 90 0 1CO LBS.PER ACRE OR A. RIE CONTRACTOR HAS RECEIVED NO TKROUGLA RENEWED ALL PLANS
APPROVED EQUAL PERMANENT SEED SHALL BE MOOT MD 20 LBS PER ACRE AND OTTER DOCUMENTS APPROVED BY ALL Cr TIE PUNTING AUTHORRES
OR APPROVED
EQUAL FERSTLRE SIAL BSE PER
ACRE AND
NG DATES PER SPEC )DINPK SK
ACC.ANCHORED
IN PLACE
MULCH SHALL BE T OR B ALL SCESSMT BAN S ARE INSTALLED.
APPRESTRDTCNS APPLY)AND INCORPORATED INTO THE SEED BED. 3. MINER STATE C.CALL(BOO)252-1166,MUST BE SOWED AB HOURS PROR TO
19.ALL TEMPORARY EROSION AND KDMENT CONTROL MEASURES SITU.BE PNOPERY STMT W CONSTRUCTOR.
DISPOSED W 01040 TNRTT(b1 DAYS AFTER FOAL SNE STABLIIATIW 6 AOEEO 4. ROCK CONSTRUCTION ENTRANCES(PER TE STAR)ARA DETA.PLATE)MST K
OR AFTER THE TDPORARY MEAS AES ARE NIDI LO UTO HEEDED. FRONDED AT ALL COSTRUCTKM SITE ACCESS PORTS.
20.REPORT ALL FORM FEW TLES TO TIE ENGINEER FOR EVALUATION. 5. TEMPORARY SEDIMENT P010(S)MUST BE ESTABIISEO H NAL PHASE N ORDER
TO CAPT.RUNOFF MAO GRAANG W TIE CONSTRUCTION SITE
DMNELIZEDHOtlY FROM ADJACENT AREAS RUNS.THROUGH THE SITE SHALL BE
DIVERTED ROUND DISTURBED-ACAS F PRACTICAL.DIVERTED RUNOFF SHALL BE 6. ALL MPTOENENTS TO CO.:.TO CITY AND COUNTY'S LATEST STANDARDS
ALLAVTEMPORARY OR YED IN A PERMANENR THAT TVELNOT ERODE THE CONVEYANCE AT GRANAGE WANELS MUST BE STANIZE°WITNNCHANELS 9'ECNCAIIdt
A21 LONE°CHANNELEDGESEENG CONNECTED
REEOICE A WATER OF
STATE.
TK CHANNEL. CONTROL 6 REARED T. TOPSOL MUST BE STRIPPED PRIOR TO ANY CONSTRUCTION REUSE STOORLE ON STE
B. *MEDIATELY FOLLOWING GRAONC W(f010 OR GREATER)SEE SLOPES AO DRAINAGE22.ALL ACTTTES ON THE STE SHALL BE CO0015D N A LOA.SEQUENCE TO AMAZE TN SWALE%WOW FIBER BLANKET W OTIEN APPROVED SOL STABLIZMC METHOD
AREA W BARE SOL EXPOSED AT ANY OE no. (APPROVED BY ENR'EER)MST BE APPLED OVER SEED MXRBE WITH A WEAAA W
23.ADISED GROUD LER EPACTN
E FOR 14 OR MORE DAYS 141ST HAVE TEMPORARY OR 6
PERMANEIRLL TIFBSTABLQAiON TEAR FOUND 9. ALL MISSED GRACES MST SLOPE AWAY FROM PROPOSED BULONGS AT MINIMUM
GRADE W 2.0x
N.FOR SITES WITH MORE THAN TEN ACRES DISTURBED AT OE TME,OR F A CHAPEL
ONNATES N TIE DISTURBED AREA,ONE OR MORE TEMPORARY OR PERMANENT 10.CONTRACTOR 6 REARED TO KEEP A COPY W TIE EROSION CONTROL PLAN ON STE,
SDIMNTATION BASIS SHALL BE CONSTRUCTED.EA.SEDIFNTAIGN BASH SMELL HAVEA AT ALL LIES.
SURFACE AREA Cr AT LEAST ONE PERCENT W TIE AEA°RA s TO THE BASH AND AT
LEAST THREE FEET W DEPTH AND CONSTRUCTED N ACCORDANCE WITH ACCEPTED DESW SITE DEWATERING PRACTICES I
OATKXS SENOR NAI. OVED
BE REMTO MARIAN A DEPTH W
RAGE TIRES FEET.DE
BASO DISCHARGE RATE SHALL ALSO BE SUFF.-RELY LOW AS TO NOT CAUSE EROSION ALONG 1. WATER RAPED FROM TIE STE SHALL BE TREATED BY TEMPORARY KDMENTATON BASS,
TIE DISCHARGE CHANEL W DE REC..WATER. GIT DIAA6ERS SAM FLIERS.URLOW.AMBERS,HYDRODMONES,SWIRL CONCENTRATORS
W OTHER MPROPF TE CONTROLS AS APPROPRIATE.ALL WATER FROA DEWATERING MUST
25.PERIMETER SEDIMENT CONTROL MEASURES SHALL BE PLACED ALONG ALL DOWN WADENT K D0GARGED RI A MOANER THAT DOES NOT CAUSE NUISANCE CON II BE EROSION IN
PERMETERS OF THE STE.F A CHANNEL OR AREA W CONCENTRATED RUNOFF PASSES RECEIVING CARRELS OR.DOWNSLOPE PROPERTIES.OR IMNDATIW N WETLANDS
TEO°H THE SITE,PTO lE R SEDIMENT CONTROL GTEE 00 SIAM BE RACED ALONG CADS NG S[NF.ANT ADVERSE APACE TO THE WELAND.
PNE CHERNSL I SEDIMENT TO REQUCE SURES LOST
TNE CHAPEL ALL DOWN PECTORf
PERIMETER CONTROL MEASURES MSi INCLUDE A MAMFNAICE AID MPECTON 2. ALL HRR. TENTS MUST BE ADEQUATELY PROTECTED FROM EROSION MO SCM..TE
SCKDUE. CT OTER MUSTCTC DISPERSED OEAGYOVER NATURAL NODI(APRAP,E SE BANS TOT.PLASTICCO SEEING
THAN TEN CUBIC W SU ER AREWIDRED
ED FGR DISCHARGE WATER
ADEQUATE RAMMED S LOS.
26.SOLD WORT LOCATED WMU R 2255 FF�ROM A ROADWAY W WANAAGGE OF CHANNELRIAL MEASURES ARE COUNTED FOR DISCHARGE WATER THAT CORANS RAMMED 50.05.
L F
ROVER.T FOR NOT BE
THAN 14 DAYS,THEY SHALL BE OARS D BY MLCHNG VEGETATIVE FINAL STAAWTON
COVER.TARPS W ODER MEANS AND ENCLOSED NTH WIN GRADIENT PERIMETER SECMENT
CONTROLS.PILES ITCH WEL BE N EDSTENCE FOR LESS THAT 14 DAYS SHALL K ENCLOSED TIE SANT
CONTRACTOR MST ENSURETORI(NOT)
STABLIZATON OF THE SITE.TIE CONTRACTOR AST
WIT
NTON IS
AREAS OF TIE SITE
2T.FHCIPENETER SEDIMENT CONTROLS.OUTLETS MUST HA E ENERG ASSPATION INSTALLED NEIN N HOBS W CCWECTIONA THAOR TNDHAVERNOT U.ERGONE FIN.OR STEAIZA.N FINE SASSURED TABILIZATION CAOF NIS ACHIEVED II(RETE
PAC
WATERS W iK SLATE. W TIE FOLLOWING WAYS:
SMART CONTROL PRACTICES: ALL SOL DISTURBNC ACTIVRES AT TN STE ME BEEN CAR ETO,AND ALL SOLS MUST BE
STABLQED BY A ACORN PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER
1. SEC(ENT CONTROL PRACTICES MST MAIZE SANEST FROM ENTERING SURFACE WATERS. THE ENTRE PERVIOUS S.A.AREA.OR ODER EQUIVALENT MEANS NECESSARY TO PREVENT
N.1010 CUB AND GUTTER SYSTEMS AND STORM METS. SOL.FAURR DOER EROSIVE CONDITIONS AND
2. SEDLERT CONTROL PRACTICES MST BE ESTABLISHED ON ALL DOWNGRADIENT PEAEETERS A. ALL W.A.DITCHES.CONSTRUCTED TO ORAN WATER FROM THE STE AFTER CONSTRICTION
rN RACE NNTL FNALESTAAIZATONUHASOBE C CITES SIE.10(50 PRATIC6 SHALL RERAN 6 COMPLETE,MUST BE STARLIZED TO PRECLUDE EROS0H
J LLA ACHY OF
SF PRACTICES MAY BE ADJUSTED TO fl (SUCH AS AT FENCE)EAUNT IE REMOVED AS GMAT OP 110 STEWFNLL STABLQATON
ACCOMMODATE SNORT TERN IES SUCIHRTAS CLEARING W MANN OR PASSAGE W
VEHICLES.ANY SKBT-CRM ACTIVITY MUST BE CONFUTED AS OU.ICM.Y AS POSSIBLE AND THE C. THE CONTRACTORS MUST CLEAN OUT ALL SWAM FROM CONVEYANCES AM FROM
SCDMNT CONTROL PRACTICES MST BE INSTALLED MLEDATRT AFTER LIE ACTIVITY IS 1FIPWART SEDIMENT BADS THAT ARE TO BE USED AS PESENT TT WATER QUALITY
COMDLETED.HOWEVER,SEDIMENT CONTROL PRACTAS MST BE INSTALLED BEFORE E NEXT WNAGEAENT BASIS ANENT MUST BE STABILIZED TO PREVENT R FROM BENG
PRECIPITATOR EVENT EVEN F THE AGENT'.6 NOT COMPLETE. DED BACK MO TlE BASK CONVEYANCES OR DANA.WAYS DISCHARGING
WF-STE OR TO SURFACE WATERS.TIE CLEAN OUT Cr PEPoAANENT BASAD MUST K
4. ALL STORM DRAIN ALES LUST BE PROTECTED BY APPROPRIATE BONS DURING CONSTRUCTION SLiiXiNT TO RETURN THE BASH TO DESIGN CAPACITY.
*NTL ALL SOURCES WITH POTENTIAL FOR 060URGNG INTO DE NET HAVE BEEN ESTA9JSED.
5. TEMPORARY
OCT BESPLACCEO N CARHAVE
WAT RS,NQLIDSNGRTOTHER WATER COSMART ANTRCES.
NVEYANCES SUCH AS
CURB AND GUTTER SYSTEMS.OR COMAS AND DTOES
MOAN AND...ENT CONTROL INSPECT.PROGRAM I
TIE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING INSPECTORS W ALL EROS.
AND SECLNT CONTROL BMP'S ON STE.INSPECTIONS AND RAINFALL ON STE MUST BE
DOCUENTE°AND READILY AVAILABLE FOR REVEW.INSPECTIONS ARE READIED AS FELONES:
1. .CE EVERY SEVEN,DAYS ON EXPOSED SOL AREAS.
2. WITHIN 24 HORS ATER ADE-HALE NCH W GREATER RAN EEM OVER 24 MOWS.
3. ONCE EERY 30 DAYS ON STAAQED AREAS
4. AS SOON AS RUNOFF OCCURS W PION TO RESIN CONSTRUCTION ON FROZEN GRAND.
EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM I
1. 5EV SAD INET BE CMOVEO RIE I SKTOF DI.BIRP 0600 PERIETER CONTROL DEMOS,
C F TIE PERMETER CONTROL DEVICE 6 NOT FUNCTIONAL IT MUST BE MARRED OR REPLACED
TITIN 24 HORS OF DISCOVERY.
3. TELPORMY SEOLENT BARS SKULL BE MANTAO ED METER SEDIMENT READES /2 THE
REMOVE KART ON 1/2 TK BASH STORAGE v0.)11 BASINS MST BE WANED W HEOENT
REMOVED MHN 72 HORS OP DISCOVERY.
4. SWA RT MUST BE REMOVED FROM PAVED SURFACES WITHIN 24 HODS OF 06COVERY.
DAR .NAR° Nerd,DOR certify 01. A A . 5 N.°Q, a:rod PROJECT yyGRONBERG & ASSOCIATES, INC.
•__ TA(not I'vn a Em o1 lT tM LieeroeC PJATRTRwq ..P 2 21 / CIVIL ENGINNERB.LAND SURVEYORS.LAND PLANNERS
Stale 01 uimesetn LONG BRIDGE 445 NORTH ALLOW DRIVE LONG LAKE,MN 55356
MA M'mewRa L me NnDn 12755 20 1A 952-4)3-4141