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STORM WATER POLLUTION PREVENTION PLAN NARRATIVE: pouunaN PREVENTION GENERAL INFORMATION THIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED TEMPORARY SEDIMENT CONTROL PRACTICES FERTILIZERS ARE TO BE APPUED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO IN ACCORDANCE TO THE NATIONAL POLLUTANT DISCHARGE DOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACE THE SOIL TO MINIMIZE EXPOSURE TO STORMWATER RUNOFF. ELIMINATION SYS7EM PERMIT NO. MN RIG00D01 FOR PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK OPERATIONS SIORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ONSTE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE ANY INADVERTENT ACTIVITY. PROJECT NAME: TALL PINES 2ND ADD. TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPE DRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS AS THE SPILLAGE OF FUEL OR CHEMICALS IS TO BE IMMEDIATELY GLEANED UP, REMOVED MGM THE SITE AND DISPOSED OF IN ACCORDANCE TO STATE AND LOCAL REGULATIONS MAJOR LOCATION: SECTION 35 TOWNSHIP 33 RANGE 26 GRADING OPERATIONS PROCEED. SPILLS ARE TO BE REPORTED TO THE MPCA 24 HOUR NOTIFICATION NETWORK AT BOD 422 CITY: ELK RIVER, MN 0798. ALL VEHICLES ON —SITE ARE TO BE MONITORED FOR LEAKS AND SUBJECT TO IAT/LONG: 45.3059/-93.5501 TOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA IS TO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THE ROUTINE PREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE UKEUHOOD OF LEAKAGE AND OR SPILLS SLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS DESCRIPTION OF CONSTRUCTION ACnvITY INSTALLATION OF MN/DOT CATEGORY 3 EROSION CONTROL BLANKET ALONG THE PORTABLE SANITARY WASTE FACILITIES ARE TO BE PROVIDED ONSITE AND EMPTIED ON A BI-WEEKLY BASIS TALL PINES MD ADD. CONSISTS OF GRADING, AGGREGATE EMBANKMENT SLOPES ADJACENT THE WETLANDS AREA BASE, BITUMINOUS PAVING, UTIUTIES, STORM WATER CONCRETE BATCH TRUCKS WILL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE MANAGEMENT, AND TURF ESTABUSHMENT. ALL TEMPORARY SOILS STOCKPILES WILL REWIRE AN EFFECTIVE MEANS OF SEDIMENT WASHOUT DIRECTLY ON THE GROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE CONTROL SUCH AS AN EROSON CONTROL BLANKET COVERING OR SILT FENCE PROVIDED BY THE CONTRACTOR AT THE LOCATION AS PROVIDED BY THE OWNER. PRO.sCT CONTACTS INSTALLATION ALONG THE TOE of SLOPE NO ENGINE DEGREASNG WILL BE ALLOWED ON SITE PINES AT ELK RIVER LLC AND THE CONTRACTOR ARE ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS WETLAND AREAS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE ARE TO BE STABILIZED WITHIN 7 DAYS FINAL STABILI7ATION EROSION PREVENTION AND SEDIMENT CONTROL BMP'S TEMPORARY STABILIZATION WILL BE REWIRED IN AREAS WHERE GRADING OPERATIONS BEFORE AND DURING CONSTRUCnON. ARE SUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER. FINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WTIi UNIFORM, PERMANENT VEGETATION. CWPPP PRFPAREPAR A ROC( CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THE CART, SWPPP PREPARER: PEDER O N & D ASSOCIATES PEDFRSON h ASSOCIATES PROJECT ENTRANCE ON PARK AVENUE SOUTH. ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPOES NOTICE OF TERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA TRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2020) STREET SWEEPING OF THE PAVED SURFACES WILL BE REWIRED AS DIRECTED BY THE ADDRESS: 13076 FlRST STREET BECKER. MN 53308-9372 ENGINEER. TELEPHONE (763) 2B2—B822 TIMING OF EROSION CONTROL• N OF SWPPPLAN EMAIL; NANDERSONOBOGART—PEDERSON,COM OWNER SILT FENCE WILL BE INSTALLED PRIOR TO CONSTRUCTION. OWNER CONTACT: ROGER DERRICK— PINES AT ELK RIVER LLC RIPRAP AND FILTER BLANKET WILL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF ADDRESS 5001 AMERICAN BV D W. SUITE 501 8 OOMINGTON MN. 55437 THE OUTLET PLACEMENT. DESCRIPTION TITLE LOCATION TELEPHONE: B12-84 EJAAIL; ROGFROCHOFACHOFA MERICACOM THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOTWNG CONSTRUCTION WHEREVER CONSTRUCTION WILL NOT OCCUR FOR A PERIOD GREATER THAN Emekn Control Ceding Plw 3 CONTRACTOR (TO B FlUFO IT RY TH DNTRA TORT: OR EQUAL TO 7 DAYS Eroslen Control Dat.R. 7 DatPlls BUSINESS NAME STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE OWNER NAME MAILING ADDRESS CONSTRUCTION WORK IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. CITY AREAS THAT ARE WITHIN 200 FT OF A PUBLIC WATER MUST BE STASUZED WITHIN 24 TELEPHONE HOURS OF COMPLETING CONSTRUCTION DURING PERIODS OF 'WORK IN WATER EMAIL CONTACT NAME RESTRICTIONS' FOR TIME PERIODS DECLARED BY THE ONR. 24 HOUR MPCA EMERGENCY NOTIFICATION MAIUNG ADDRESS CITY THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION Telephone Numbers: 651-649-5451 TELEPHONE N ESTABLISHED. 800-422-0798 EMAIL ONCE VEGETATION IS ESTABUSHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE ESTIMATED OATES OF CONSTRUCTION: AND ANY OTHER TEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED. START DATE (TO BE FlLLID IN BY CONTRACTOR)EEf. COMPLETION DATE _/_/_ (TO BE FILLED IN BY CONTRACTOR) SNEEPINC TO BE PROVIDED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY CITY. NO PROJECT PHASING IS ANTICIPATED. REQUIRES STREET SWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE APPLYING MULCH, HYDROMULCH, TACKIFlER, POLYACRYLAMIDE OR SIMILAR EROSON PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A —SEE DRAINAGE REPORT FOR MWATER CALCULATIONS TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED. SITE SOIL INFORMATION IS IN DRAINAGE REPORT. INSPECTION AND MAINTENANCE ACTIVITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDUUNG THE WORK OF ALL TALL PINES SECOND ADDITION CONSISTS OF GRADING, AGGREGATE OPERATIONS INCLUDING SUBCONTRACTORS AND UTIUTY COMPANIES SUCH THAT EROSION AND SEDIMENT BASE, BITUMINOUS PAVING, UTIUTIES. STORM WATER MANAGEMENT, AND TURF ESTABLISHMENT. CONTROL MEASURES ARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THE DURATION OF THE PROJECT. OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE THE CONTRACTOR SHALL BE FULLY RESPONSBLE FOR THE SWPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONE CUMULATIVE IMPERVIOUS SURFACES: FINAL STABILIZATION AND N.O.T HAS BEEN SUBMITTED TO THE MPCA PRE —CONSTRUCTION IMPERVIOUS AREA: 0.55 ACRES THE CONTRACTOR IS TO PROVIDE A TRAINED INDIMDUAL RESPONSIBLE FOR THE IMPLEMENTATION, VGUACRES INAND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL SAPS ON THE PROJECT. THAT NEW IMPERVIOUS AREA 230 ACRES INDIVIDUAL IS TO BE IDENTIFIED AT THE PRE —CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTES AREA TO BE DISTURBED, 6.14 ACRES THEREOF. THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE STE AT LEAST ONCE RE�yyyNcW'=5: STORM WATER FROM THIS SITE WILL BE COLLECTED IN A EVERY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. CITY OF ELK RIVER STORM SEWER SYSTEM. A INSPECTION FORM AWLL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION AND SEDIMENT CONTROL BLIPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF IMPAIRED WATERS WITHIN ONE MILE: THE NEXT BUSINESS DAY. MISSISSIPPI RIVER & TROTT BROOK PERIMETER CONTROL DEVICES ARE TO BE REPAIRED ON REPLACED WHEN THEY ARE NO LONGER EFFECTIVE PI ANc AND SPECIFICATIONS OR WHEN THE SEDIMENT REACHES ONE—HALF THE HEIGHT OF THE DEVICE THE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS TRAINNINC POWMFNTATION� SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLEDIN BY THE CONTRACTOR) THE PROJECT LOCATION AND CONSTRUCTION LIMITS. NAME OF INDIVIDUAL LOCATIONS OF IMPERVIOUS SURFACES OVER DATE OFNR h INSPECTING DATE OF TRAINING LOCATIONS ON AREAS NOT TO BE DISTURBED (E.G.. BUFFER ZONES WETLANDS NAME OF CT ENTITY PROVIDING TRAINING ETC.). CONTENT OF TRAINING TOTAL HOURS OF TRAINING STEEP SLOPE LOCATIONS BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR) LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT NAME OFG&ININDIVIDUAL CONTROL BMP'S TO BE INSTALLED ON THE PROJECT. k INSPECTING THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BE D TE OF GATE OF TRAINING NAME OF INSTRUCTOR INSTALLED ON THE PROJECT. ENTITY PROVIDING TRAINING EXISTING AND FINAL GRADES TRIBUTARY AREA DIVIDING LINES AND DIRECTION CONTENT UR TRAINING TOTAL HOURS OF TRAINING OF FLOW FOR ALL PRE AND, POST—AINAGE CAL STORMWATR RUNOFF DRAINAGE ARE PROVIDED D THE DRAINAGE CALCULATIONS DRAINAGE CALCULATIONS ARE PROVIDED UPON REQUEST BY BOGART, PEDERSON h ASSOC LOfATmN Z — � — — I I MAN n NW L�0 �I I 62ND AYE NW I � I SHERBURNE COUNTY No SCALE Section 35, Township 33 Range 25 VICINITY MAP C= 91 Lu W i 6 < o sag Roo m eo go O_ Z O Q W lJ 7 Z F, it Ll C O J W N w d W Ld p C a 0 a 3 0 _Jrw E> Q H Z 0 4) I— cD a rn a .EET NO 4 E.