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Home My WebLink AboutC200 SWPPP ISANNER COU R T MILLRIDGE DRIVELOT 72 LOT 67 LOT 66 LOT 57 LOT 56 LOT 55 LOT 54 DDDDDDDDDDDDDDDDD D D DDDDDD D D D D D D DD DDD DDDD DDDDDDDDDDDDDD D DDDDDDD D D D D D DDDDDDDDDDDDDDDDDDDDSF SF SF SFSFSFSFSFSFSFSFSFIP IP SF SF SF SFSFSFSF SFSF SF SFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFKnow what's below. before you dig.Call R W S N E DISTURBED ACREAGE = 2.48 ± AC. NOTES: 1.THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED BEFORE SOIL STRIPPING AND PAD CONSTRUCTION IS TAKING PLACE. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 2.THIS PLAN IS TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE SITE CONSTRUCTION PLANS AND DETAILS. 3.ALL DISTURBED AREAS THAT WILL BE POTENTIALLY IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC) IMMEDIATELY. 4.NO EARTHMOVING MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER POLLUTION PREVENTION PLAN. 5.ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES MAY BE REQUIRED IN THE FIELD BY THE MS4 REPRESENTATIVE. 6.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS. 7.SILT FENCE SHALL BE PLACED AS SHOWN ON THE PLANS PRIOR TO ANY EARTHWORK. 8.ALL WORK WITHIN THE RIGHT-OF-WAY SHALL MEET CURRENT LOCAL CONSTRUCTION STANDARDS. 9.THE CONTRACTOR SHALL PROTECT EXISTING RIGHT-OF-WAY INFRASTRUCTURE AND BE RESPONSIBLE FOR RESTORATION AS NECESSARY. 10.THE HAMILTON COUNTY SURVEYOR'S OFFICE IS THE REVIEW AUTHORITY FOR THE EROSION CONTROL ACTIVITIES REQUIRING CONTACT, PRE-CONSTRUCTION MEETING INVITATION, SELF-MONITORING REPORT DELIVERY TO THEIR MS4 REPRESENTATIVE. 11.NOTICE OF THE SCHEDULED DATE FOR COMPLETION OF CONSTRUCTION SHALL BE PROVIDED TO THE MS4 REPRESENTATIVE AT LEAST SEVENTY TWO (72) HOURS PRIOR TO COMPLETION. THE CONTRACTOR OR OWNER WILL SCHEDULE THE FINAL INSPECTION; THE STORM DRAIN AND SITE GRADING PERFORMANCE SURETIES WILL BE RELEASED AFTER SUBMITTAL AND APPROVAL 12.APPROXIMATE CONSTRUCTION SCHEDULE: START DATE: April , 2022 COMPLETION DATE: April , 2027 RECEIVING WATERS = Williams Creek 13.LATITUDE = 39° 56' 21" N, LONGITUDE = 86° 09' 45" W 14.HYDROLOGIC UNIT CODE: 05120201090060 15.PERSON IN CHARGE OF SWPPP IMPLEMENTATION: PITTMAN PARTNERS P.O. BOX 554 CARMEL, INDIANA 46082 TELEPHONE: (317) 590-5074 CONTACT PERSON: STEVE PITTMAN STEVE@PITTMANPARTNERS.COM LEGEND PHASE I EROSION CONTROL (BEFORE MAJOR EARTHWORK) PRE CONSTRUCTION ACTIVITIES 1.CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. (“HOLEY MOLEY”) AT 811 TWO WORKING DAYS BEFORE CONSTRUCTION BEGINS TO CHECK THE LOCATIONS OF ANY EXISTING UTILITIES. 2.CONTACT THE MS4 STORMWATER DEPARTMENT INSPECTOR TO SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 3 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 3.CONTACT IDEM AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 4.INSTALL SILT FENCE AT THE EDGES OF THE PROJECT SITE WHERE THERE IS POTENTIAL FOR ANY STORMWATER RUNOFF AS DENOTED ON THE STORMWATER POLLUTION PREVENTION PLAN. POTENTIAL AREAS ARE IDENTIFIED BASED ON EXISTING TOPOGRAPHY AROUND THE PERIMETER OF THE SITE. 5.INSTALL INLET PROTECTION ON ALL EXISTING STORM SEWER STRUCTURES WITHIN THE CONSTRUCTION LIMITS OF THE PROJECT AS INDICATED ON THE PLANS. 6.EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES. EVALUATE EXISTING VEGETATION SUITABLE FOR USE AS FILTER STRIPS ALONG THE PERIMETER OF THE SITE. 7.INSTALL CONSTRUCTION ENTRANCE IN THE LOCATION SHOWN ON THE PLANS AND PER SPECIFICATIONS. 8.ESTABLISH CONSTRUCTION STAGING AREA FOR EQUIPMENT AND VEHICLES AS FAR FROM DETENTION PONDS AND SWALES AS POSSIBLE. 9.INSTALL TRASH DUMPSTER, CONCRETE WASHOUT AREA AND PLACE PORT-O-LET AS INDICATED ON THE PLANS. 10.ESTABLISH ONSITE LOCATION FOR OWNER/CONTRACTOR PLACEMENT OF APPROVED PLANS, RULE 5 NOI AND RULE 5 INSPECTION DOCUMENTS. 11.CONTACT THE MS4 REPRESENTATIVE TO CONDUCT INITIAL EROSION INSPECTION BEFORE MASS EARTHWORK. CONSTRUCTION SEQUENCING THE PURPOSE OF STAGING CONSTRUCTION DURING THE PROJECT IS TO LIMIT THE AMOUNT OF GROUND DISTURBED AT ANY GIVEN TIME AND TO PREVENT SEDIMENT FROM LEAVING THE SITE. THE FOLLOWING SEQUENCE OF CONSTRUCTION SHOULD BE FOLLOWED AS MUCH AS POSSIBLE. ANY DEWATERING REQUIRED DURING CONSTRUCTION OF THIS PROJECT SHALL BE DONE THROUGH A “DANDY” DEWATERING BAG OR APPROVED EQUAL. DO NOT PLACE DEWATERING BAG WITHIN 50 FEET OF A SWALE, DITCH OR CREEK. 1.CLEAR SITE. 2.STRIP TOPSOIL OR SOIL CONTAINING VEGETATION AND ROOT FIBERS FROM STREET AND BUILDING PAD AREAS AND PLACE IN TOPSOIL STOCKPILE AREA AS NOTED ON THE PLANS. 3.COMPLETE ALL MASS GRADING REQUIRED TO PREPARE ROADS, BUILDING SUBGRADES AND PADS. IF LIME OR OTHER SOLID ADDITIVES WILL BE USED TO STABILIZE THE STREET SUBGRADE, APPLY BEFORE ANY STORM SEWER INSTALLATION. 4.INSTALL ALL STORM SEWER SYSTEMS, SANITARY SEWER SYSTEMS, WATER DISTRIBUTION SYSTEMS AND OTHER UTILITIES. INSTALL ALL INLET PROTECTION AS EACH INLET IS COMPLETED AS SHOWN ON THE PLANS AND THE DETAIL SHEETS. 5.COMPLETE GRADING FOR ALL BUILDING AREAS AND ROAD SUBGRADES AS SHOWN ON THE PLANS. 6. INSTALL CURBING, AND PAVE ALL ROADS 7.INSTALL TEMPORARY SEEDING IN ALL GRADED AREAS THAT WILL NOT BE DISTURBED FOR 14 DAYS OR MORE. POND BANKS SHALL RECEIVE PERMANENT SEED AND EROSION CONTROL BLANKET AS SHOWN ON THE PLANS. 8.FINISH GRADE ALL SWALES. APPLY PERMANENT SEED AND EROSION CONTROL BLANKETS AS SHOWN ON THE PLANS. 9.PREPARE SEED BED AND APPLY PERMANENT SEED IN ALL COMMON AREAS AND EASEMENT AREAS AS DENOTED ON THE PLANS. 10.CLEAN AND MAINTAIN ALL INLET PROTECTION, SILT FENCE, EROSION CONTROL BLANKETS, TEMPORARY SILTATION BASINS AND TEMPORARY SEEDING AREAS UNTIL THE PROJECT IS COMPLETELY BUILT OUT. 11.IF SEEDED AREAS DO NOT PRODUCE A MINIMUM OF 70 PERCENT VEGETATIVE COVER, CONTRACTOR SHALL RE-SEED TO OBTAIN ADEQUATE VEGETATIVE COVER FOR STABILIZATION OF THE SITE. 12.REMOVE ALL TEMPORARY EROSION CONTROL PRACTICES INCLUDING SILT FENCE WHEN ENTIRE SITE HAS REACHED 70 PERCENT VEGETATIVE COVER. -CONSTRUCTION ENTRANCE (8" OF #2 STONE ON NON-WOVEN GEOTEXTILE FABRIC) -STAGING AREA (8" OF #2 STONE ON NON-WOVEN GEOTEXTILE FABRIC) -POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. -SHEET FLOW PROTECTION / SILT FENCE -CONCRETE WASHOUT - LIMITS OF CONSTRUCTION -PROPOSED INLET PROTECTION (DANDY SACKS AND WIRE SILT FENCES) FOR EXISTING STRUCTURES REQUIRED. (SEE DETAILS ON SHEET C203) -TREE PROTECTION FENCE (SEE DETAIL ON SHEET L101) IP SF D C200 SWPPP IC200SWPPP PHASE IW210497BCHW210497 01-13-2022DASJRV10 9abcd 8 7 6efgh109876 REVISIONS AND ISSUES5 4 3 2 1 PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 LOCATION: H:\2021\W210497\Engineering\design\conset\C200 SWPPP I.dwgLAYOUT: C200DATE/TIME: August 11, 2022 - 7:31amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022TPG/BCHREVISED PER TRICO COMMENTS05-19-2022BCHREVISED PER TAC COMMENTS06-28-2022TPG/BCHREVISED PER TAC COMMENTS08-10-2022TPG/BCHSITE TBM TBM#1 SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF SANNER COURT. ELEV. 841.80 (NAVD 88) TBM#2 SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF THE CUL-DA-SAC OF SANNER COURT. ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71