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Queen St NWJoplin St NWSolanum Circle217th Ave NWRiebeck StG <br />a <br />b <br />b <br />r <br />o <br /> <br />A <br />v <br />e1512453 1871234678910111216Park520192221131514111213323591012471114151612435678910131417191518211918171615148765143211109121322252427262821201286910178611122341719182016Outlot1320SHEET X.1SHEET X.2SHEET X.4SHEET X.3SHEET X.3 <br />SHEET X.2 <br />SHEET X.4 <br />SHEET X.1 <br />Park96 <br />7 <br />971.5 969.0 <br />967971969SSSS SSSSSSS <br />S <br />S <br />SSSSSSSSSSSSSSS S <br />S <br />SSSSSSSSSSS SSSSSSSS0+001+002+003+004+004+75.89 0+00 1+00 2+00 3+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00 17+00 18+00 19+00 20+00 21+0 <br />0 <br />2 <br />2 <br />+ <br />0 <br />0 <br />2 <br />3 <br />+ <br />0 <br />024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+004 2 +0 043+0044+0045+0046+0047+0048+0 0 <br />49+0050+0051+0052+0053+005 4 +0 0 <br />55+0 0 <br />56+00 <br />5 <br />7 <br />+ <br />0 <br />058+0059+0060+006 <br />1 <br />+0062 <br />+ <br />0 <br />0 <br />62 <br />+ <br />7 <br />3 <br />. <br />2 <br />4 0+001+002+003+004+005+006+007+008+009+0010+0011+001 2 +0 0 13 +0 0 14 +0 0 1 5 +0 0 16+0016+94.600+ <br />0 <br />0 <br />1+ <br />0 <br />0 <br />2+ <br />0 <br />0 <br />3+ <br />0 <br />0 <br />4+ <br />0 <br />0 <br />5 <br />+ <br />0 <br />0 <br />6 <br />+007+008+009+0010+0011+0012+0013+0014+0015+0015+23.38SFSFSFSFSFSF SFSF SFSFSF <br />SFSFSFSF <br />SFSFSF <br />SF <br />SFSF <br />SFSFSFSFSFSF SFSFSFSFSF <br />SF <br />SF SFSF SFSFSFSFSFSFSFSF SF <br />S <br />F SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF <br />SFSFSFSFSFSFSFSF <br />SF <br />SFSF <br />SFS <br />F <br />SFSFSFSFSFSFSFSF SFSFSF SF SFSFS <br />F <br />SF <br />SFSFSFSF <br />SFSFSFSFSFSFSFSFS <br />FSFSFSFSF SFSFSF <br />SFSFS <br />F <br />SFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF <br />SFSFSFSFSFSFSF <br />SITE BASE <br />FULL EROSION CONTROL PLANC6.06:15 PM N:\Projects Current\24-0120.00 TCLD Ranch Road\Civil\CAD Files\TCLD Erosion Control.dwg8/5/2024 <br />NSCALE:0'200'400'1"=200'DESCRIPTIONDATENO. <br />REV <br />FILE NO.: <br />DWG FILE: <br />CHECKED BY: <br />DRAWN BY: <br />DESIGN BY: <br />DATE: SHEET NO.LAND SURVEYING <br />CIVIL ENGINEERING <br />ENVIRONMENTAL SERVICES <br />13076 FIRST STREET, BECKER, MN 55308-9322 <br />TEL: 763-262-8822 FAX: 763-262-8844 <br />BOGART, PEDERSON <br />& ASSOCIATES, INC. <br />MEADOWSWEET BEND <br />DEVELOPMENT <br />City of Elk River, Sherburne County, MN <br />08/05/2024 <br />24-0120.00 <br />MJM, CJD <br />MJM <br />MJM <br />I hereby certify that this plan, specification, or <br />report was prepared by me or under my direct <br />supervision and that I am a duly Licensed <br />Professional Engineer under the laws of the <br />State of Minnesota. <br />Signed: <br />Date: Lic. No. <br />Christopher J. Dahn <br />5862808/05/2024 SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMP. ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONSTO THE CONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITHALL PERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADINGOPERATIONS AND MAINTAINED TO CONFORM WITH THESTANDARDS SPECIFIED BY THE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSIONCONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7DAYS AND WITHIN 24 HOURS OF ANY MEASURABLERAINSTORM. DAMAGED SILT FENCE OR OTHER EROSIONCONTROL DEVICES OR PRACTICES SHALL BE REPAIREDIMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICESSHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTEDTO THE MPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN AMANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIESSHALL BE INSTALLED AND MAINTAINED TO CONFORM WITHTHE STANDARDS SPECIFIED BY THE CITY OF ELK RIVER ANDTHE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIORTO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTILALL TRIBUTARY DISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEREMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDINGSILT FENCE AND BALES, UPON ESTABLISHMENT OFPERMANENT VEGETATION IN SAID AREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHEROFF-SITE AREA SHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECTMUST BE INSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BERESTORED AND VEGETATED AS SOON AS POSSIBLE. ANYFINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7DAYS AFTER FINISHED GRADING IS COMPLETED INACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOTSEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THEFOLLOWING SCHEDULE:STANDARD SEED MIX 25-131: 220 LB/AC.INFILTRATION BASIN SEED MIX 33-261:35 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'SSHOWN AND NOT SHOWN ON PLANS DURING PHASING ONPROJECT TO COMPLY WITH MPCA, CITY INSPECTOR ANDDEVELOPER REQUEST.EROSION CONTROL DEVICES·SILT FENCE:35,910 LF·BIOLOG:3,080 LF·ROCK CONSTRUCTION:2 EACH·EROSION CONTROL BLANKET (CAT. 20):27,880 S.Y.Page 98 of 111