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<br />W11D D1 TC&
<br />SITE SEQUENCING
<br />• PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE
<br />DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT CITY TO INSPECT
<br />EROSION CONTROL MEASURES PRIOR TO GRADING OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY
<br />IF LOCAL CONDITIONS REQUIRE.
<br />• THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING
<br />MNDOT SPECIFICATIONS AS MODIFIED BELOW.
<br />ITEM
<br />MNDOT SPECIFICATION/NOTES
<br />SOD
<br />3878
<br />SEED **
<br />3876
<br />* FOR TURF ESTABLISHMENT
<br />COMMERCIAL TURF
<br />MNDOT MIX 25-131
<br />(220
<br />LBS/ACRE)
<br />RESIDENTIAL TURF
<br />MNDOT MIX 25-131
<br />(120
<br />LBS/ACRE)
<br />TEMPORARY FALL COVER
<br />MNDOT MIX 21-112
<br />(100
<br />LBS/ACRE)
<br />SPRING/SUMMER
<br />MNDOT MIX 21-111
<br />(100
<br />LBS/ACRE)
<br />SOIL -BUILDING COVER
<br />MNDOT MIX 21-113
<br />(110
<br />LBS/ACRE)
<br />1-2 YEARS COVER
<br />MNDOT MIX 22-111
<br />(30.5
<br />LBS/ACRE)
<br />2-5 YEARS COVER
<br />MNDOT MIX 22-112
<br />(40
<br />LBS/ACRE)
<br />MULCH
<br />3882 (TYPE 1
<br />- DISC ANCHORED)
<br />FERTILIZER
<br />3881
<br />WOOD FIBER BLANKET
<br />3885 (CATEGORY 2)
<br />* MOW A MINIMUM OF ONCE PER 2 WEEKS
<br />** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS
<br />BLANKETS TO PROTECT SEEDS AND LIMIT EROSION.
<br />• ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN FOURTEEN (14)
<br />DAYS.
<br />• THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION
<br />CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES.
<br />• THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION
<br />OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON
<br />ESTABLISHMENT OF VEGETATION.
<br />• THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1
<br />OR GREATER.
<br />• PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND
<br />CONSTRUCT SAID FACILITIES ONCE SITE HAS BEEN STABILIZED.
<br />• IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION
<br />CONTROL BLANKET AS NEEDED.
<br />• THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS.
<br />• THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES & OVERFLOWS.
<br />• UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL WITH SOD OR SEED, AND MULCH ANCHORED
<br />WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING.
<br />• EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE
<br />TO HAVE SILT FENCE PLACED ON DOWNSTREAM SIDES.
<br />• IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR SHALL
<br />CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN
<br />WHICH SUCH SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED.
<br />OTHER POLLUTION CONTROL MEASURES
<br />CONSTRUCTION WASTE MATERIALS - ALL WASTE MATERIALS GENERATED AS A RESULT OF SITE CONSTRUCTION SHALL BE
<br />COLLECTED AND REMOVED ACCORDING TO ALL LOCAL AND/OR STATE WASTE MANAGEMENT REGULATIONS BY A LICENSED SOLID
<br />WASTE MANAGEMENT COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE PERSONNEL ARE INSTRUCTED IN THESE
<br />PRACTICES.
<br />HAZARDOUS WASTES - ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM.
<br />WHEN NECESSARY, HAZARDOUS WASTES WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE
<br />REGULATION OR BY THE MANUFACTURER.
<br />SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY A LOCAL, LICENSED WATER
<br />MANAGEMENT COMPANY, AS REQUIRED BY LOCAL REGULATION.
<br />OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF
<br />SEDIMENTS. IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR
<br />SHALL CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING
<br />DAY IN WHICH SUCH SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. DUMP TRUCKS HAULING LOOSE
<br />MATERIALS (SAND, TOPSOIL, ETC.) TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULIN.
<br />VEHICLE CLEANING - NO ENGINE DEGREASING IS ALLOWED ON -SITE. EXTERNAL WASHING OF VEHICLES TO BE CONFINED TO A
<br />DEFINED AREA ("BONE YARD") ON -SITE. CONTRACTOR TO PROVIDE DESIGNATED TRUCK WASHOUT AREA WITH APPROPRIATE
<br />SIGNAGE. WASHOUT AREA IS TO BE A MINIMUM OF 50' FROM DITCHES, PONDS, OR OTHER STORMWATER FEATURES. ALL
<br />LIQUID AND SOLID WASTE GENERATED BY WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT
<br />FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY.
<br />SPILL PREVENTION AND CONTROL - ALL VEHICLES WILL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING
<br />FLUIDS WILL NOT BE ALLOWED ON -SITE. SPILL KITS WILL BE STORED ON -SITE AND ALL SPILLS WILL BE CLEANED UP
<br />IMMEDIATELY DISCOVERY. SPENT ABSORBENT MATERIALS AND RAGS WILL BE HAULED OFF -SITE IMMEDIATELY AFTER THE SPILL
<br />IS CLEANED UP AND PROPERTY DISPOSED OF. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED ONCE
<br />CONSTRUCTION BEGINS.
<br />SOIL STOCKPILES - INSTALL SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AROUND ALL TEMPORARY SOIL
<br />STOCKPILES. LOCATE SOIL OR DIRT STOCKPILES SUCH THAT DOWNSLOPE DRAINAGE LENGTH IS NO LESS THAN 8 M (25 FEET)
<br />FROM THE TOE OF THE PILE TO A SURFACE WATER, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER
<br />SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORM WATER. IF REMAINING FOR MORE
<br />THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. DURING STREET
<br />REPAIR, COVER CONSTRUCTION SOIL OR DIRT STOCKPILES LOCATED CLOSER THAN 8 M (25 FEET) TO A ROADWAY OR
<br />DRAINAGE CHANNEL WITH TARPS, AND PROTECT STORM SEWER INLETS WITH SILT SOCKS OR STAKED SILT FENCE.
<br />PROVIDE WIMCO (OR APPROVED EQUAL) FOR INLET PROTECTION AT ALL EXISTING STORM SEWER INLETS THAT WILL RECEIVE
<br />RUN-OFF DURING CONSTRUCTION. INLET PROTECTION TO REMAIN IN -PLACE UNTIL AT LEAST 70% OF SITE VEGETATION HAS
<br />BEEN ESTABLISHED.
<br />CONTRACTOR TO PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. KEEP WASHOUT AREAS
<br />AS FAR AS PRACTICAL FROM STORM DRAINS, DITCHES AND PONDS. DO NOT ALLOW RUN-OFF FROM THIS AREA BY
<br />CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. AFTER WASTE CONCRETE
<br />IS SET, BREAK-UP AND DISPOSE OF PROPERLY.
<br />THE CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING (E.G., PUMPED
<br />DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT
<br />SITE UNLESS INFEASIBLE. THE CONTRACTOR MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO
<br />SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED
<br />IN THE BASIN AND THAT NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE.
<br />IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE
<br />TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR
<br />DOWNSTREAM PROPERTIES.
<br />PERSON WHO WILL OVERSEE IMPLEMENTATION OF SWPPP ("CONTRACTOR")
<br />TBD
<br />GRADING, DRAINAGE, AND EROSION CONTROL PLAN
<br />EAGLES LANDING
<br />DRAWN BY: DESIGN BY:
<br />M.Q.A. C.W.P.
<br />CHCKD BY: PROJ. NO.
<br />M.Q.A. 20-1906
<br />ORIGINAL DATE:
<br />MAY 1, 2020
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<br />PREPARED FOR:
<br />VICTOR LAND
<br />HOLDINGS
<br />SITE PLANNING
<br />& ENGINEERING
<br />PLOWE
<br />ENGINEERING, INC.
<br />6776 LAKE DRIVE
<br />SUITE 110
<br />LINO LAKES, MN 55014
<br />PHONE: (651) 361-8210
<br />FAX: (651) 361-8701
<br />I• _
<br />0 _
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<br />0 15 30
<br />1 INCH = 30 FEET
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