4I - Conditional Use Permit for the Crafter Outlet Mall, Van Valkenburg

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i I CRAFTER OUTLET MALL SECTION 23, TOWNSHIP 136 NORTH, RANGE 29 WEST CITY OF PEQUOT LAKES CROW WING COUNTY,MINNESOTA DISTURBED AREA=8.00 ACRES+/- IMPERVIOUS AREA=4.55 ACRES+/- Project Description Construction Requirements for the MPCA NPDES Storm Water Permit: THE PROJECT CONSISTS OF THE CONSTRUCTION OF TWO RETAIL 1)THIS PLAN SET SERVES AS THE"STORM WATER POLLUTION PREVENTION PLAN' BULDINGS,ONE STORAGE BUILDING,PARKING LOT,AND ACCESS DRIVE.THIS PROJECT ALSO INCLUDES THE CONSTRUCTION OF THREE 2)TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS PLAN ARE FOR SUGGESTED INFILTRATION BASINS. LOCATIONS.THE ENGINEER/OWNER,DURING THE TIME OF CONSTRUCTION,MAY ADJUST THESE LOCATIONS TO Project Maintenance BEST SUIT THE PROJECT CONDITIONS,THIS DOES NOT HOWEVER,RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES AS SET FORTH IN THE MrOOT SPECIFICATIONS AND MPCA NPDES STORM WATER PERMIT FOR THE CONTACTOR SHALL BE RESPONSIBLE FOR INSTALLING, CONSTRUCTION ACTIVITY. INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL amp's DURING CONSTRUCTION.THE OWNER SHALL BE RESPONSIBLE 3)ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE MAINTAINED ADENT CONSTRUCTION CONTRACTOR CTI UNTIL FINAL TIURF COVER HAS BEEN ESTABLISH OWNER. AND ACCEPTED BY THE AND PERMANENT STORM WATER MANAGEMENT SYSTEM. OWNER. Project Soils 4)ALL EXPOSED SOIL AREAS THAT ARE NOT ACTIVELY BEING WORKED MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER WITHIN THE FOLLOWING TIME FRAMES: According to the Crow Wing County Soil Survey the project TYPE OF SLOPE TIME coils consist of Chetek-Onamis Association(COA). STEEPER THAN 1.3 7 OAYS 1:10 TO 1:3 14 DAYS FLATTER THAN 1:10 21 DAYS MPCA NPDES Storm Water Requirements 5)ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 3'OF TOPSOIL,MNDOT SEED MIXTURE 280 AT A RATE OF Total Impervious Area=4.55 Acres 120 LBS/ACRE,COMMERCIAL FERTILIZER ANALYSIS 23-0-30 AT A ATE OF 200 LBS/ACRE,MULCH MATERIAL TYPE 1 AT A RATE OF 2 TONS/ACRE,AND DISKANCHORED. 6)THE CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT THE EROSION AND SEDIMENT CONTROL MEASURES AS INDICATED IN THIS PLAN AND MINNESOTA POLLUTION CONTROL AGENCY PERMIT NUMBER MN R100001. MPCA Required Storage-Infiltration Basins 7)THE CONTRACTOR SHALL CONDUCT INSPECTIONS AND KEEP RECORDS OF THOSE INSPECTIONS.INSPECTIONS 112"Runoff over Impervloue Area SHALL BE MADE WITHIN 24 HOURS OF ANY RAINFALL EVENT.DURING NON-FROZEN GROUND CONDITIONS, 1/2".4.55 Acres INSPECTIONS SHALL BE MADE AT LEAST ONCE A WEEK. MPCA Required Storage-0.19 Acre-Ft 8)THE CONTRACTOR SHALL INSTALL A RAIN GAUGE ON-SITE. 9)THE CONTRACTOR'S RECORDS SHALL INCLUDE THE FOLLOWING: Infiltration Basins A.DATE AND TIME OF INSPECTIONS, B.FINDINGS OF INSPECTIONS. Total Storage Provided-1.05 Acre-Ft C.CORRECTIVE ACTIONS TAKEN(INCLUDING DATES AND TIMES). D.DOCUMENTATION OF THE CHANGES TO THE STORM WATER AND EROSION CONTROL PLAN MADE DURING CONSTRUCTION. E.DATES AND AMOUNTS OF PRECIPITATION, CONSTRUCTION NOTES: 10)THE CONTACTOR SHALL POST THE'NOTICE OF STORM WATER PERMIT COVERAGE'CARD AT THE CONSTRUCTION SITE ENTRANCE AT A LOCATION VISIBLE FROM THE NEAREST PUBLIC ROADWAY. J.ALL CONSTRUCTION SHALL CONFORM TO THE 2005 EDITION OF THE 11)THE CONTACTOR SHALL SUBMIT A-NOTICE OF TERMINATION-WITHIN 30 DAYS AFTER CONSTRUCTION IS MINNESOTA DEPARTMENT OF TANSPORTATION'S"STANDARD COMPLETE AND THE SITE HAS UNDERGONE FINAL STABILIZATION TO THE: SPECIFICATIONS FOR CONSTRUCTION" MINNESOTA POLLUTION CONTROL AGENCY WATER QUALITY DIVISION 2.)BEST MANAGEMENT PRACTICES(BMP)IN ACCORDANCE WITH THE 500 LAFAYETTE ROAD NORTH MINNESOTA POLLUTION CONTROL AGENCY'S"PROTECTING WATER ST.PAUL,MN 55155-4194 QUALITY IN URBAN AREAS"SHALL APPLY 12)ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES MUST BE REMOVED BY THE CONTRACTOR WHEN 3.)VERIFY LOCATION OF ALL UNDERGROUND UTILITIES,CONTACT FINAL TURF COVER HAS BEEN ESTABLISHED AND ACCEPTED BY THE OWNER. UTILITY COMPANIES PRIOR TO CONSTRUCTION."GOPHER-ONE-CALL" 13)THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING ALL SOLID WASTE:COLLECTED SEDIMENT, TELEPHONE 1$00.252.1166 ASPHALT AND CONCRETE MILLINGS,FLOATING DEBRIS,PAPER,PLASTIC,FABRIC CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 14)THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAZARDOUS MATERIALS DURING CONSTRUCTION:OIL, GASOLINE,PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED,INCLUDING SECONDARY MUST BE PROVIDED TO PREVENT VANDAUSMRSTOH AGE AND DISPOSAL SOFIHAZARDOUS WASTE MUS T AS T BERIN T B COMPLIANCE WITH MPCA REGULATIONS. 15)EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES IS PROHIBITED ON THIS PROJECT SITE. CONCRETE TRUCKS MAY WASH THEIR CHUTES AT A CONTROLLED LOCATION.EXCESS CONCRETE MATERIAL MUST BE REMOVED FROM THE PROJECT SITE PRIOR TO COMPLETION. POST LENGTH. 5 FT. MIN. 16)THE PROJECT SHALL INCLUDE A CONSTRUCTION ENTRANCE ONTO COUNTY ROAD#107.ONCE THE APPROACH AT 5 FT. MAX. SPACING IS CONSTRUCTED,THE CONTACTOR SHALL PLACE 61NCHES OF 1 INCH T02 INCH CRUSHED ROCK ALONG THE PROPOSED ROAD BED TO A MINIMUM OF 50 FEET FROM THE EDGE OF HAZELWOOD DRIVE.UPON THE COMPLETION PLASTIC ZIP TIES OF THE EXCAVATION THE CONTRACTOR SHALL REMOVE/SALVAGE THE ENTRANCE MATERIAL AND PLACE THE (50 LB PLANNED GRAVEL BASE MATERIAL, LOCATED IN TOP 8" GEOTEXTILE FABRIC, 17)CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT DIRECTION OF 36'WIDTH TRACKING ONTO PAVED SURFACES.TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED RUNOFF ROW SURFACES,WITHIN 24 HOURS OF DISCOVERY.STREET SWEEPING MUST BE USED IF BMPS ARE NOT ADEQUATE TO ��— PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. I� 18)THE PROJECT DOES NOT INCLUDE DE-WATERING. O� MACHINE SUCH B"- IY' DEPTH g ry� (PLUS 6" FLAP) o TO PROTECT AREAS FROM SHEET FLOW (SEE SPEC. 3886) PUBLIC ROAD SILT FENCE DETAIL-MACHINE SLICED SCALE:«NONE» RADIUS AS REQUIRED i IN.MIN.DEPTH OF -' 1 IN. E 2 IN CRUSHED ROCK, �. UNLESS OTHERWISE DIRECTED ENTRANCE WIDTH_ w � AS REQUIRED TYPICAL ACCESS DRIVE ROAD SECTION OF ENTRANCE SCALE: «NONE» CWEUrrq. oArE_ REWSION$ i [eqt CEAIav MAl Txa9WMr.R.w.9PEGFC/.1nx.MPFroq 1 nd—k—&A950Ciatcs,Inc. STORMWATER POLLUTION PREVENTION PLAN °qO1' " .�F9 WOenara It— GRAFTER uOTM*�,w•oA+ �^ DATE DESCRIPTION BY EneaaEq oa iulo sim[roa uroEq*ra i,,w9w _ w GRAFTER OUTLET MALL PATS SP061o5aa. wrzel96 gEwFD wPERwoU9.ACC9b9gwo eoo i"isurroriEaESOrA E.gine.I". s s`rlH Swr ROB VANVALKENBURG c"eaeoer. gxoeooX 9cue. .Il t �u�910 E 114 , ti 14819 EDGEWOOD SOD e0aq 195 n 57 "oqz. eRrAa o.ogowR.PeF.IFa"� 1,z BAXTER,MN 56425 "c'r FIX (218)831-0537 eoo osiom