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SITE SPECIFIC INFORMATION PROJECT NAME 'ACTOR GARDEN'_' NORTH VILLAGE 7TH ADDITION PROJECT LOCATION ELLICREST AVENUE NORTH AT RDIEMARY WAY, HUDO, MINNESOTA LANTUOE 4i1_r.954 LONGITUDE: -93.019756 P13K),ECT OWNER KETTLER CONSTRUCTION RICH KETTLER 2 SOUTHPOINTE COURT ST.PAUL. MN 55727 (651) 462-7884 2S.1[(UCTION ACTLYITILDESCREMON THIS SITE IS THE SEVENTH ADDITION OF THE •'7CTOR GARDENS NORTH VILLAGE- DEVELOPMENT. THE PROPOSED DEVELOPMENT CONSISTS OF TWENTY-SEVEN (27) DETACHED TOWNHOME UNITS AND THREE (3) TWIN HOMES (6 UNITS) WITH NEW PRIVATE STREETS. STORM WATER MANAGEMENT WILL BE PROVIDED '3A ON-STF NURP POND, AND OFF-SITE NIURP POND. THE SITE WAS ROUGH GRADED PER PREVIOUS PLANS FOR THE DEVELOPMENT OF THE SITE. WETLANDS HAVE BEEN DELINEl TED AND ADJUSTED BY WAYNE JACOBSON, JACOBSON EW.11RONMENTAL, IN NOVEMBER 2015, THE PLANS REFLECT THE CURRENT DELINEATION. NO WETLAND IMPACTS ARE PROPOSED WTH THIS PROJECT. SITE AREA BEFORE AFTER COfISTRUCnON CONSTRUCnOH TOTAL -ITE AREA 651 ACRES TOTAL ESTIMATED IUPQRw0U5 0 ACRES 3.12 ACRES VITAL ESTIMATED PERVIOUS I ^ 51 -.CF-S 5.39 ACRES TOTAL DISTURBED AREA 6.0 ACRES RECEIVING WATERS WITHIN ONE MILE SITE MAP AND DESIGN CALCULATIONS SEE STORM WATER DRAINAGE REPORT FOR QUANTIFICATION OF STORM WATER MANAGEMENT REQUIREMENTS AND DRAINAGE AREA MAPS, SOLS. SLOPES VEGETATION SOIL TYPE(SV, SEE 'CONSTRUCTION ACTI'ATY DEICRIPTION" FOR LIST OF SOILS TYPES :.LOPE''.` PrOPOSED SLOPES WILL OE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED ?A. 'EGETATK)n SEED AND MULCH IS PROPOSED FOR OISTUPBED AREAS PEWRPWSWPPP ('DEW"T ENGINEERING. INC. 6776 LAKE DRIVE UNO LAKES MN 55014 (651) 361-E200 PERSON WHO WIII. OVF.RSEF INPFMENTATION OF SWPPP (-CONTRACTOR-) 780 PERSON(S) WHO WILL INSPECT ON-SITE ESC MEASURES CNSff.QM "3 TBD TRAINING DOCIIMFNTATION DOCUMENTATION MI ACCOMPANY THE SWPPP INDICATING THAT THE INOIIRDUALS IDENTIFIED IN PART A F. HAVE BEEN TRAINED IN ACCCIDANCE WTH THE REQUIREMENTS OF PART III,F, DOCUMENTATION SHALL INCLUDE: A. NAMESOF THE PERSONNEL ASSOCIATED MTN THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. S. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT CF TRAINING COUF;E OR WORKJHOP INCLUDING THE NUMBER OF HOURS OF 7RANING. SITE SEQUENCING & ESC NOTES PRICR TO ANY LAND -DISTURBING ACTIVITY, THE CONTRICTOR SH'LL INST'.LL SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SLT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. LILT FENCE CHALL REMAIN IN-PLACE UNTIL THE FINAL STABILIZATION HAS BEEN ESTABLISHED IN O.CCORD NCE PATH PART IV.G, THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA CASIO TO MINIMIZE UNST,BIUZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HIVE TEMPORARY EROSION CONTROL PROTECTION CR PERMANENT co•.ER WITHIN FOURTEEN (14) DAYS THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT CI ECIFICATIONS AS MODIFIED BELOW. ITEM TWE OF SPECIAL IMPAIRED NAME OF WATER BODY WATER BODY WATER WATER ON-SITE POND POND NO ND GFF-;ITE PONDS POND NO NG ON-SITE WETLANDS WETLAND NO NO OFF-SITE WETLANDS WETLAND NO NO CL ARWATER CREEK STREAM NO YES SITE MAP AND DESIGN CALCULATIONS SEE STORM WATER DRAINAGE REPORT FOR QUANTIFICATION OF STORM WATER MANAGEMENT REQUIREMENTS AND DRAINAGE AREA MAPS, SOLS. SLOPES VEGETATION SOIL TYPE(SV, SEE 'CONSTRUCTION ACTI'ATY DEICRIPTION" FOR LIST OF SOILS TYPES :.LOPE''.` PrOPOSED SLOPES WILL OE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED ?A. 'EGETATK)n SEED AND MULCH IS PROPOSED FOR OISTUPBED AREAS PEWRPWSWPPP ('DEW"T ENGINEERING. INC. 6776 LAKE DRIVE UNO LAKES MN 55014 (651) 361-E200 PERSON WHO WIII. OVF.RSEF INPFMENTATION OF SWPPP (-CONTRACTOR-) 780 PERSON(S) WHO WILL INSPECT ON-SITE ESC MEASURES CNSff.QM "3 TBD TRAINING DOCIIMFNTATION DOCUMENTATION MI ACCOMPANY THE SWPPP INDICATING THAT THE INOIIRDUALS IDENTIFIED IN PART A F. HAVE BEEN TRAINED IN ACCCIDANCE WTH THE REQUIREMENTS OF PART III,F, DOCUMENTATION SHALL INCLUDE: A. NAMESOF THE PERSONNEL ASSOCIATED MTN THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. S. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT CF TRAINING COUF;E OR WORKJHOP INCLUDING THE NUMBER OF HOURS OF 7RANING. SITE SEQUENCING & ESC NOTES PRICR TO ANY LAND -DISTURBING ACTIVITY, THE CONTRICTOR SH'LL INST'.LL SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SLT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. LILT FENCE CHALL REMAIN IN-PLACE UNTIL THE FINAL STABILIZATION HAS BEEN ESTABLISHED IN O.CCORD NCE PATH PART IV.G, THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA CASIO TO MINIMIZE UNST,BIUZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HIVE TEMPORARY EROSION CONTROL PROTECTION CR PERMANENT co•.ER WITHIN FOURTEEN (14) DAYS THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT CI ECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3E'6 SEED " 3678 • FOR TURF ESTABLISHMENT COMMERCIAL TURF MNOOT MI.: 25-131 (220 LBS/AORE) RESIDENTIAL TURF MNDOT MIX 25-151 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21--112 (ICO LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER WNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS CO.IER MNOOT MIX _2-111 (30.5 LS5/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS �ACAE) MULCH 3302 (TYPE 1 - DISC .`NCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3888 CATEGORY 2 • MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF _ ONCE PER 4 WEEKS '• SEEDED AREAS -HALL BE EITLIER MULCHED OR CO.EREO BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC uE'NL AND STABILIZED BY DISC -ANCHORING OR USE OF HYDRAULIC SOIL STABILIZERS ALL FECSION AND SED]RENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE W ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS, AND THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA." THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY UNES AND MAKE SURE THE EROSION CONTROL PRA^hCES NPLACE ]N THOSE ARE 'S PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTCR SHALL PROVIDE WOOD FIBER BLANKET FOR `-LL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 11 OR GREATER. PROTECT ALL STORM W'TER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID FACILITIES ONCE OTE HAS BEEN STABILIZED. IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, 81GROLLS AND EROSION CONTROL BLANKET AS NEEDED THE CONTRACTOR SHALL FINAL GRADE S54ALE AREAS UPON STABILIZATION CF UP57REAM AREAS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL SEED, AND MULCH ANCHORED WITH A CTRAIGHT SIT DISC WITHIN 48 HOURS CF FINAL GRADINC, EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOL AND STABILIZED WITHIN 72 HOURS, ANY SOIL STOCKPILES ARE TO HAVE :TILT FENCE PLACED ON DOWNSTREAM SIDES AND SHALL NOT BE PLACED IN SURFACE WATERS. ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEERIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR -S HE_�FON51BILITY TO SWEEP/SCRAPE STCEETS S NECESSARY OR AS DIRECTED BY THE CITY. MAP OF SURFACE WATERS 1lA# I F A l CLEARWATER CRUX IS AN IMPAIRED WATER. ASSESSMENTUNIT: 01 070206-519 IMPARMENTS: AQUATIC MACROINVERTEBRATE BIOASSESSMENTS; FISHES BIOASSECSMENTS C.1 DURING CONSTRUCTION A. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT N NO CASE LATER THAN `:E'EN (-) DAYS AFTER THE CONSTRUCTION ACP iTY IN THAT PORTION OF THE 517E HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPOTARY SEDIMENT BASIN REQUIREMENTS DESCRIFED IN PART III.9.1-5 MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN ATEA WTH FIVE (5) OR MORE ACRES DISTVRRFD AT ONE TIME C2 POST CONSTRUCTION. THE WATER QUALITY VOLUME THAT MUST BE TREATED BY THE PROJECT PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART III.C. SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW 1MPERVIOUS SURFACES CREATED BY THE PROJECT. WHERE SITE CONDITIONS ALLOW, AT LEAST )i INCH OF WATER QUALITY VOLUME MUST BE INFILTRATED. `EL PART III.C.2 FOR MORE INFORMATION ON INFILTRATION DESIGN AND APPROPRIATE'ITE CONDITIONS IF IT IS DETERMINED THAT SITE CONGITIONs ARE NOT APPROPRIATE FOR INFILTRATION (E.G. LACI( OF 3 FT. OF SEPARATION TO=EA.ANALLY SATURATED GROUND WATER, PROXIMITY TO BEDROCK, CONTAMINATED SOILS) THE REASONS :HOULD BE DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. INFILTRATION IS NOT REWIRED IN HYDROLOGIC SOIL GROUP D SOILS. DRAYVN IVY: OESIGN BY: C.M. C.W.P. CHCK13 BY:PROJ. NO, C.W.P. 15-4588 ORIGIN NL DATE: FEBRUARY 10. 21316 O� F J = p a r�i Vel e =leo WG PREPARED FOR: KETTLER CONSTRUCTION STIE PLANNING 6 ENGINEERING PLOWE EN111INEENIN6, INC. 6776 LANE DRIVE SURE 1111 LINO LANES, MN 55014 RHONE: (851)931$119 FAX (661) 361-5701 STORM WATER POLLUTION PREVENTION PLAN VICTOR GARDENS NORTH VILLAGE 7TH ADDITION C52