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Home My WebLink AboutSite Planso o oo o oo o o o o oo o o o o o o o oo o oo o o> o o o> o o o> o o o> o o o> o o o> o o o > o o oMoC3 Br MmB2 CrA CrA MmB2 CrA CrA Br Br MmC2 Br Br MmB2 Br Br MmB2 CrA Br MoC3 MmC2 MmB2 Br MmC2 CrA MmB2 MmB2 MmB2 Br MmB2 MmC2 MmC2 MoC3 Br MmB2 MmB2 33 LOCATION MAP SCALE: 1"=1000' SOILS MAP N.T.S. Map Unit: Br - Brookston silty clay loam Br--Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage. Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes CrA--Crosby silt loam, 0 to 2 percent slopes This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage. Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on sideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow(< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is low (5.9 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and water erosion are management concerns for crop production. Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded This moderately sloping, deep, well drained soil is on knobs and breaks along streams and drainageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres in size.FLOOD MAP N.T.S. PRIVATE POND CARMEL-CLAY TOWNSHIP HAMILTON COUNTY, INDIANA INDEX SHT.DESCRIPTION C001 COVER SHEET C100 TOPOGRAPHICAL SURVEY C200-C201A SITE DEVELOPMENT PLAN CONSTRUCTION DETAILS C300-C306 INITIAL STORM WATER POLLUTION & PREVENTION PLAN TEMPORARY STORM WATER POLLUTION & PREVENTION PLAN PERMANENT SEDIMENT & EROSION CONTROL PLAN STORM WATER POLLUTION & PREVENTION SPECIFICATIONS STORM WATER POLLUTION & PREVENTION DETAILS GRAPHIC SCALE ( IN FEET ) 1" = 250 FT REVISIONS SHT.DESCRIPTION NOTES: 1.THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM MAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014. PLANS PREPARED BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 7965 E. 106TH STREET, FISHERS, INDIANA 46038 PHONE: (317)-849-5935 FAX: (317)-849-5942 CONTACT PERSON: BRIAN M BROWN EMAIL: bbrown@Stoeppelwerth.com Prepared for: HOSS BUILDING GROUP 11825 BROADWAY STREET Indianapolis, Indiana 46236 Phone: (317) 823-9788 Contact Person: NIGEL HOSS W. 116th ST.CLAY CENTER RD.PLANS CERTIFIED BY: 08/10/22 BRIAN M. BROWN PROFESSIONAL ENGINEER W. 116th ST.CLAY CENTER RD.SITE 5006 873.86 M/4C_LR COMPTON_UP_0.1 5008 858.61 M4C_LR COMPTON UP0.4'854.52854.19854.17855.21857.96858.17856.70852.33854.93856.05855.78855.91856.40856.22856.23856.66858.13858.73858.69858.13857.05856.56857.36858.29857.69857.41858.42860.41860.67858.95858.55858.15858.74859.87859.33858.73859.32861.25861.15860.44859.88858.91860.41861.20860.32859.70860.58861.01861.34860.75860.04860.38861.49861.89861.22859.91860.84861.49861.66861.15860.24860.72862.21863.02861.52860.75861.70862.30862.53861.94861.22861.04863.82863.96863.01861.90862.24862.59863.24862.48862.34862.88864.05864.32863.72863.37862.67863.46863.66863.24863.29861.80863.82864.48864.78864.36864.09864.00864.23864.71864.52864.12864.81865.46866.08865.76865.48865.37865.20866.05865.96865.64866.30866.56867.02866.87866.29866.32866.65866.72866.60866.62866.67866.93866.94866.90866.87866.82866.98858.06859.26861.39862.88863.87864.87865.92865.61865.76866.33867.38868.18869.00869.03869.99870.01869.95870.66870.99871.86870.36869.90869.52869.14868.75871.78872.21872.41872.26872.63873.22873.66873.14871.88870.66869.28867.90866.52865.78865.08864.65863.70863.23863.53865.13866.65868.13869.54869.76869.72869.40868.71866.65864.20862.12859.72857.87855.61854.43855.46857.11857.58858.40860.11861.97862.44863.43864.64865.05865.06865.86866.74867.88869.17868.18866.84865.56864.35863.66863.16861.98861.26861.44859.44856.61860.08859.78860.46861.28862.33863.98865.40866.72868.00869.57869.43868.45867.20865.90864.70863.48861.96860.32859.17859.33856.08854.65856.01856.92857.57859.48861.32862.99864.47866.00867.16868.30869.26869.81869.72868.88868.39867.78867.12866.07864.79863.31861.21858.64856.57855.40856.15856.36858.65861.18863.32865.16866.61867.90868.20868.21868.55869.13869.49869.53869.33869.00868.70869.78870.06870.46870.24869.79869.36870.30871.01868.25868.61868.95869.17868.94868.64868.32867.79867.78867.90866.72865.33862.50859.79857.37856.57857.75860.98858.74857.63858.53861.00864.37867.24867.78867.53867.32867.87867.86868.40868.64868.08867.54867.57867.39866.82867.27868.13867.99867.09866.73866.34866.18866.77866.62863.72860.38858.51858.78859.72862.05864.82864.97863.84861.56859.90861.41864.03864.56865.12864.14864.59865.62866.52867.00866.80866.55867.49868.33869.05868.16867.22866.14865.42864.97864.40863.29862.37861.68861.05860.37860.07860.78864.08867.16867.28869.70869.09866.92863.97862.26861.84862.38862.81863.73864.65864.37865.17866.82867.25867.34868.14869.12869.98869.25868.51868.28867.35865.86865.22866.18865.91865.30863.98865.20864.94866.33868.02869.44870.35869.84869.11868.60868.19867.64866.83866.10865.76866.46866.86867.07866.14866.55868.25868.77869.40870.18871.76871.06870.46869.31867.32866.43867.53867.62867.30866.98866.61867.10867.62867.74867.65867.94868.73868.56867.36866.75866.80867.64867.76867.29867.22867.68868.11868.41868.34866.80868.28870.15870.96871.60870.60869.81868.32867.21867.64869.46869.39869.16868.52867.88867.67867.91867.38866.53866.41867.13868.25867.65866.56865.85865.78866.32867.19868.01868.59869.18870.03870.59870.35869.08867.69867.51868.24869.15869.31868.52868.78869.34870.03870.75871.54871.51870.64869.22868.06866.71865.79865.29865.14865.94866.86865.84866.14865.24864.99865.57866.50867.88869.58871.39872.46872.10871.34870.96870.50870.00869.69869.53870.18870.60871.05871.50872.02872.38872.45872.89872.70870.84868.96867.39866.00865.20864.77864.70865.16865.88867.00868.40869.94871.65873.28873.78873.39873.03872.67872.16872.24871.75872.65873.27873.37873.13873.53873.74873.41866.06866.80867.74868.75869.23869.89870.26869.78866.85863.75861.38858.18856.42855.13854.83856.01858.19859.20864.17865.42864.24863.70850.26852.02854.31856.26857.41858.31858.80859.32859.462004 868.02 M4C/RED CAP WITH SMASHED TOP/STRAIGHT/UP 0.30 2005 868.02 M3 1" TOP/UP 0.50 2006 867.63 M3 1" SHAFT/UP 0.50 2007 868.38 M4 5/8 STRAIGHT/UP 0.50FP 6X6 WOOD859.15859.15857.63855.36854.06856.60856.65858.32856.53855.19852.68852.93853.89853.64854.45858.90853.81854.00850.19849.36851.75854.46850.18848.94849.29847.34847.78847.60850.15850.75853.02852.13852.66853.02851.55852.51856.60856.27858.59855.66853.62852.38851.50851.39851.08851.30851.36851.41851.79851.06849.58851.36855.58857.56856.40854.58852.30849.64849.30848.88848.70847.90847.25847.72849.06848.26847.61847.20847.53848.06851.32868.89869.10867.47866.06871.35864.93870.06865.86866.46866.19869.33869.14869.69868.24867.02866.94869.36870.29871.40867.74868.61869.41869.362222 868.73 M9 867.56867.50867.52867.79867.68867.50867.56867.49867.86867.57867.50867.53867.17866.69867.03866.17866.05865.82865.83BBALL865.98865.98866.15865.82865.77864.58864.90864.91864.89865.31865.56865.72865.47865.73865.80865.45865.56865.42865.33865.33865.26865.61865.56866.02866.07866.43866.19867.02866.11865.94866.53865.90866.03865.88866.22866.66867.10867.05867.51867.62867.32867.43867.16867.10866.88866.83866.39866.47866.66865.20866.07865.81865.36BBALL867.72E.T.T.P.867.57867.63867.77867.81867.96867.69867.68867.47867.95868.91868.98868.84868.82867.98867.49868.65866.47868.71869.68868.58867.61867.46865.80864.98864.82864.90863.74864.48864.65865.10865.80865.85866.60866.27866.48866.46866.72866.73866.80866.61866.63866.11866.98866.99867.05866.90866.10867.25867.08867.13865.82867.07867.09867.59867.59867.64867.64867.20866.99867.24867.43864.67866.24863.76871.46872.98873.40872.62872.23871.41871.22871.48871.93873.12873.23872.92871.28xxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxx8 7 3 8 7 2 8718 7 0 869869 868 867 866 865864 863862 861 86 0 85 9 859 8 5 8 857 856 855 8 5 4 8 5 3 85 2 851850850851852853 8558568 5 78588578578588568 5 4855 852 8 5 3 848849850 8 5 1 852 85 3 8 5 4 855 85 6 85 9 8 6 08618 6 2863864865 86686786 9868870871869 868 867 866 8 6 5 866865866 867 8 6 8 868 8698708698688678668658 6 4 865 866 86686 7 867 868 869 870 871 872 8738738 7 2 871870869868867866 865864 8 6 3 86286186086 0 85 9 858 857 8 5 6 8 5 5 8608 5 9 8 5 8 859 860 861 862 863 864 865 86686786886 9 8 6 5866 867868 BBALLBBALLxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxx0+00.000+50.001+00.00SEE SHEET C101 MATCH LINEMATCH LINE 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C100-Existing Conditions Plan.dwg - C100Modified / By:September 2, 2022 12:13:25 PM / cjarvisPlotted / By:September 6, 2022 11:32:03 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTIONDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.EXISTING CONDITIONS / DEMO PLANC100 GRAPHIC SCALE ( IN FEET ) 1" = 50 FT SEE SHEET C101 NOTES 1.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 2.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 3.ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SYSTEM (WHERE APPLICABLE) WITH A POSITIVE OUTFLOW. BENCHMARK DATA ORIGINATING BENCHMARK: Benchmark Elevations for this project were derived using the National Geodetic Survey Online Positioning User Service (O.P.U.S) and are referenced to the NAVD '88 Datum. LEGEND EXISTING FEATURES WATER MAIN OVERHEAD ELECTRICAL LINE GAS MAIN SANITARY SEWER STORM SEWER CONTOUR NORMAL WATER ELEVATION WATER FLOWLINE FENCE LINE TREE LINE FIRE HYDRANT WATER VALVE GAS VALVE POWER POLE GUY ANCHOR DEMO FEATURES AREA TO BE REMOVED W OHE G S D 870 YH DWV GV P.W.P. EXISTING TREES TO BE REMOVED 5002 875.73 M4C_WEIHE UP0.1' 5003 875.75 M4_FND UP0.3'865.46866.08865.76865.96865.64866.30866.56867.02866.87866.29866.32866.65866.72866.60866.62866.67866.93866.94866.90866.87866.82866.98870.99871.86870.36869.90869.52869.14868.75869.19870.44871.04871.19871.39871.97872.59873.80873.61873.69873.50873.11873.00873.41873.80874.23875.02875.90874.77874.03872.74871.93872.09871.81871.49871.25871.17871.21871.78872.21872.41872.26872.63873.22869.49869.53869.33869.00868.70868.87869.53870.36870.76871.32872.22872.49873.06873.59872.58872.02871.46871.22870.88870.09869.70869.78870.06870.46870.24869.79871.01873.37872.25871.81871.79871.02870.34869.89869.21868.46868.25868.61868.95869.17868.94868.40868.64868.08867.54867.57868.04868.52869.44870.13870.85871.39871.76872.34873.35873.27872.59872.02871.53871.32870.86869.88869.09868.17867.39866.82867.27868.13867.99866.52867.00866.80866.55867.49868.33869.12870.05870.76871.15871.40872.10872.65872.83872.85872.54872.23871.75871.20871.11870.46869.73869.05868.16867.22866.14865.42864.97866.82867.25867.34868.14869.12869.92870.96871.32871.52871.81872.16872.32873.26873.57872.63871.78871.77871.96872.19871.92871.04869.98869.25868.51868.28867.35865.86866.55868.25868.77869.40870.18871.44872.30872.49871.91871.42871.50872.22873.36874.40873.19871.99871.09870.76871.24871.62872.20871.76871.06870.46869.31867.32866.43866.80868.28870.15870.96871.60872.05871.31870.48870.51871.03872.09873.30875.13874.50873.00871.79870.68870.00869.89870.12870.70870.60869.81868.32867.21867.64869.08867.69867.51868.24869.15869.47869.59870.49870.56870.93871.82872.95872.46871.65871.30871.06871.69871.52870.46869.31868.52868.78869.34870.03870.96870.50870.00869.69869.53870.64871.81872.12871.45871.11871.52871.84871.34871.40871.52870.78870.18870.60871.05871.50872.02873.03872.67872.16872.24871.75871.07870.83871.13871.17871.38871.49871.59872.33873.28874.45875.18874.32873.48873.47872.95872.72872.95872.88873.26874.24874.33875.06874.61873.91873.68874.11874.28874.77875.04875.20874.10874.13874.40874.38873.74874.47875.36874.34874.52873.68872.67871.68872.52872.65873.27873.37873.13873.53871.46872.98873.40872.62872.23871.93873.12873.23872.92871.288 7 3 8 7 2 8718738 7 2 871870869868867866 866867868 869 870 871 87 2 873 874 875 875874 874 873 872874875 872871872870871 SEE SHEET C101 MATCH LINEMATCH LINE 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C100-Existing Conditions Plan.dwg - C101Modified / By:September 2, 2022 12:13:25 PM / cjarvisPlotted / By:September 6, 2022 11:32:42 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTIONDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.EXISTING CONDITIONS / DEMO PLANC101 GRAPHIC SCALE ( IN FEET ) 1" = 50 FT SEE SHEET C101 NOTES 1.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 2.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 3.ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SYSTEM (WHERE APPLICABLE) WITH A POSITIVE OUTFLOW. BENCHMARK DATA ORIGINATING BENCHMARK: Benchmark Elevations for this project were derived using the National Geodetic Survey Online Positioning User Service (O.P.U.S) and are referenced to the NAVD '88 Datum. LEGEND EXISTING FEATURES WATER MAIN OVERHEAD ELECTRICAL LINE GAS MAIN SANITARY SEWER STORM SEWER CONTOUR NORMAL WATER ELEVATION WATER FLOWLINE FENCE LINE TREE LINE FIRE HYDRANT WATER VALVE GAS VALVE POWER POLE GUY ANCHOR DEMO FEATURES AREA TO BE REMOVED EXISTING LINEAR FEET OF OBJECT TO BE REMOVED W OHE G S D 870 YH DWV GV P.W.P. CHK _ P T 1 4 CHK _ P T 1 4CHK_PT 14S T O E P P E L W E R T H A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935 fax: 317.849.5942 SITE PLAN C200104096HOSPRIVATE PONDGEM/CEJDDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA 08/10/22 File Name:S:\104096HOS\DWG\C200 - Site Development Plan.dwg - C200Modified / By:September 6, 2022 9:46:28 AM / cjarvisPlotted / By:September 6, 2022 11:34:59 AM / Corbin Jarvis APPROVAL PENDING/NOT FOR CONSTRUCTION 120'60'120'0 1" = 120 FTLAND DESCRIPTIONPARCEL 1:A PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, DESCRIBED ASFOLLOWS:COMMENCING AT THE NORTHEAST CORNER OF THE WEST HALF OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 41 MINUTES 24 SECONDS WESTALONG THE EAST LINE OF SAID WEST HALF A DISTANCE OF 1362.50 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 00 DEGREES 41 MINUTES 24SECONDS WEST ALONG THE EAST LINE OF SAID WEST HALF A DISTANCE OF 50.00 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 00 SECONDS WEST PARALLELWITH THE NORTH LINE OF SAID WEST HALF A DISTANCE OF 1276.65 FEET; THENCE NORTH 00 DEGREES 41 MINUTES 24 SECONDS EAST PARALLEL WITH THEEASTLINE OF SAID WEST HALF A DISTANCE OF 343.00 FEET; THENCE NORTH 89 DEGREES 48 MINUTES 00 SECONDS EAST PARALELL WITH THE NORTH LINE OFSAID WEST HALF A DISTANCE OF 525.00 FEET: THENCE SOUTH 00 DEGREES 41 MINUTES 24 SECONDS WEST PARALLEL WITH THE EASTLINE OF SAID WEST HALF ADISTANCE OF 293.00 FEET; THENCE NORTH 89 DEGREES 48 MINUTES 00 SECONDS EAST PARALLEL TO THE NORTH LINE OF SAID WEST HALF A DISTANCE OF 751.65FEET TO THE POINT OF BEGINNING, CONTAINING 5.00 ACRES.TOGETHER WITH A DRIVEWAY EASEMENT AGREEMENT RECORDED MARCH 22, 2012, AS INSTRUMENT NO. 2012015464.PARCEL 2:PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, DESCRIBED ASFOLLOWS: BEGINNING ON THE EAST LINE OF THE WEST HALF OF SAID SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST, 730 FEETSOUTH 00 DEGREES 41 MINUTES 24 SECONDS WEST (ASSUMED BEARING) FROM A STONE FOUND AT THE NORTHEAST CORNER OF SAID HALF QUARTER; THENCESOUTH 00 DEGREES 41 MINUTES 24 SECONDS WEST ON SAID EASTLINE 682.50 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 00 SECONDS WEST PARALLEL WITHTHE NORTH LINE OF THE WEST HALF OF SAID SOUTHWEST QUARTER 1276.65 FEET; THENCE NORTH 00 DEGREES 41 MINUTES 24 SECONDS EAST PARALELL WITHTHE EASTLINE OF THE WEST HALF OF SAID SOUTHWEST QUARTER 682.50 FEET TO A POINT THAT IS 730.00 FEET SOUTH 00 DEGREES 41 MINUTES 24 SECONDSWEST OF THE NORTH LINE OF SAID HALF QUARTER SECTION; THENCE NORTH 59 DEGREES 48 MINUTES 00 SECONDS EAST PARALLEL WITH SAID NORTH LINE1276.65 FEET T0 THE BEGINNING POINT, CONTAINING 20.00 ACRES, MORE OR LESS.EXCEPTING THEREFROM:PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, DESCRIBED ASFOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE WEST HALF OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 41 MINUTES 24SECONDS WEST ALONG THE EAST LINE OF SAID WEST HALF ADISTANCE OF 1362.50 FEET TO THE POINT OF BEGINNI1G; THENCE CONTINUING SOUTH 00 DEGREES41 MINUTES 24 SECONDS WEST ALONG THE EAST LINE OF SAID WEST HALF A DISTANCE OF 50.00 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 00 SECONDSWEST PARALLEL WITH THE NORTH LINE OF SAID WEST HALF A DISTANCE OF 1276.65 FEET; THENCE NORTH 00 DEGREES 41 MINUTES 24 SECONDS EASTPARALLEL WITH THE EASTLINE OF SAID WEST HALF A DISTANCE OF 343.00 FEET: THENCE NORTH 89 DEGREES 48 MINUTES 00 SECONDS EAST PARALLEL WITHTHE NORTH LINE OF SAID WEST HALF A DISTANCE OF 525.00 FEET; THENCE SOUTH 00 DEGREES 41 MINUTES 24 SECONDS WEST PARALELL WITH THE EAST LINEOF SAID WEST HALF A DISTANCE OF 293.00 FEET; THENCE NORTH 89 DEGREES 48 MMINUTES 00 SECONDS EAST PARALLEL WITH THE NORTH LINE OF SAID WESTHALF A DISTANCE OF 751.65 FEET TO THE POINT OF BEGINNING, CONTAINING 5.00 ACRES.PARCEL 3:PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34 AND PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 33, SAIDSECTIONS 33 AND 34, BEING PART OF TOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED ASFOLLOWS:COMMENCING AT A STONE FOUND AT THE NORTHEAST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE3 EAST IN HAMILTON COUNTY, INDIANA; THENCE SOUTH 00 DEGREES 41 MINUTES 24 SECONDS WEST(ASSUMED BEARING) ON THE EAST LINE OF SAID WESTHALF, 730.00 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 00 DEGREES 41 MINUTES 24 SECONDS EAST ON THEEASTLINE OF SAID WEST HALF 50.00 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 00 SECONDS WEST PARALELL WITH THE NORTH LINE OF SAID WEST HALF1409.44 FEET; THENCE NORTH 00 DEGREES 41 MMINUTES 24 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID WEST HALF 680.36 FEET TO THE NORTH LINEOF THE SOUTHEAST QUARTER OF SECTION 33 OF SAID TOWNSHIP AND RANGE; THENCE NORTH 89 DEGREES 57 MINUTES 35 SECONDS WEST ON THE NORTH LINEOF SAID SOUTHEAST QUARTER 841.68 FEET TO THE WEST LINE OF THE REAL ESTATE DESCRIBED IN DEED RECORD 184 ON PAGES 228 THRU 230 OF THEHAMILTON COUNTY RECORDER'S RECORDS: THENCE SOUTH 00 DEGREES 33 MINUTES 05 SECONDS WEST ON THE WEST LINE OF SAID REAL ESTATE 733.86 FEETTO A LINE WHICH BEARS SOUTH 89 DEGREES 48 MINUTES 00 SECONDS WEST PARALLEL WITH THE NORTH LINE OF SAID WEST HALF FROM THE POINT OFBEGINNING; THENCE NORTH 89 DEGREES 48 MINUTES 00 SECONDS EAST PARALLEL WITH THE NORTH LINE OF SAID WEST HALF 2249.39 FEET TO THE POINT OFBEGINNING; CONTAINING 15.748 ACRES, MORE OR LESS.PARCEL4:PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MOREPARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT A STONE FOUND AT THE NORTHEAST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH RANGE3 EAST IN HAMILTON COUNTY, INDIANA; THENCE SOUTH 00 DEGREES 41 MINUTES 24 SECONDS WEST (ASSUMED BEARING) ON THE EAST LINE 0F SAID WESTHALF 1412.50 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 89 DEGREES 48 MINUTES 00 SECONDS WEST PARALLEL WITHTHE NORTH LINE OF SAID WEST HALF 714.63 FEET; THENCE SOUTH 00 DEGREES 41 MINUTES 24 SECONDS WEST PARALELL WITH THE EAST LINE OF SAID WESTHALF 1220.06 FEET TO THE SOUTH LINE OF SAID WEST HALF; THENCE NORTH 89 DEGREES 40 MINUTES 05 SECONDS EAST ON THE SOUTH LINE OF SAID WESTHALF 714.66 FEET TO THE EAST LINE OF SAID WEST HALF; THENCE NORTH 00 DEGREES 41 MINUTES 24 SECONDS EAST ON THE EAST LINE OF SAID WEST HALF1218.41 FEET TO THE POINT OF BEGINNING; CONTAINING 20.000 ACRES, MORE OR LESS.EXCEPTING THEREFROM:A PART OFTHE WEST HALF OF THE SOUTHWEST QUARTER 0F SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING THATPART OF THE GRANTOR'S LAND LYING WITHIN THE RIGHT-OF-WAY LINES DEPICTED ON THE ATTACHED RIGHT-OF-WAY PARCEL PLAT. MARKED EXHIBIT "B”,DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTLINE OF SAID HALF-QUARTER SECTION SOUTH 00 DEGREES 23 MINUTES 38 SECONDS WEST 1,455.46 FEETFROM THE NORTHEAST CORNER OF SAID HALF-QUARTER SECTION, DESIGNATED AS POINT "19” ON THE LOCATION CONTROL ROUTE SURVEY PLAT RECORDEDIN INSTRUMENT NO. 2007020270 IN THE OFFICE OF THE RECORDER OF SAID COUNTY; THENCE CONTINUING SOUTH 00 DEGREES 23 MINUTES 38 SECONDS WEST1,172.25 FEET ALONG SAID EAST LINE TO THE SOUTHEAST CORNER OF SAID HALF-QUARTER SECTION; THENCE SOUTH 89 DEGREES 32 MINUTES 29 SECONDSWEST 425.06 FEET ALONG THE SOUTH LINE OF SAID SECTION; THENCE NORTH 00 DEGREES 27 MINUTES 31 SECONDS WEST 30.00 FEET TO POINT "611" DESIGNATEDON SAID PARCEL PLAT; THENCE NORTH 89 DEGREES 32 MINUTES 29 SECONDS EAST 130.00 FEET TO A POINT “610" DESIGNATED ON SAID PARCEL PLAT; THENCENORTH 76 DEGREES 05 MINUTES 52 SECONDS EAST 170.07 FEET TO A POINT “609" DESIGNATED ON SAID PARCEL PLAT; THENCE NORTH 68 DEGREES 23 MMINUTES48 SECONDS EAST 43.69 FEET TO A POINT “608" DESIGNATED ON SAID PARCEL PLAT; THENCE NORTHEASLERLY 70.55 FEET ALONG AN ARC TO THE LEFT HAVINGA RADIUS OF 83.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 44 DEGREES 02 MINUTES 43 SECONDS EAST AND A LENGTH OF 68.45FEET TO A POINT "607" DESIGNATED ON SAID PARCEL PLAT; THENCE NORTH 14 DEGREES 32 MINUTES 01 SECONDS EAST 16.69 FEET TO POINT "606" DESIGNATEDON SAID PARCEL PLAT; THENCE NORTH 00 DEGREES 19 MINUTES 38 SECONDS EAST 742.88 FEET TO POINT "605" DESIGNATED ON SAID PARCEL PLAT; THENCENORTH 09 DEGREES 52 MINUTES 10 SECONDS WEST 91.59 FEET TO POINT "604" DESIGNATED ON SAID PARCEL PLAT; THENCE NORTH 00 DEGREES 49 MINUTES 37SECONDS EAST 50.00 FEET TO POINT "603'' DESIGNATED ON SAID PARCEL PLAT; THENCE NORTH 20 DEGREES 57 MINUTES 48 SECONDS EAST 63.91 FEET TO POINT"602" DESIGNATED ON SAID PARCEL PLAT; THENCE NORTH 00 DEGREES 32 MINUTES 45 SECONDS EAST 79.69 FEET TO POINT "601" DESIGNATED ON SAID PARCELPLAT; THENCE SOUTH 89 DEGREES 40 MINUTES 23 SECONDS EAST 32.97 FEET TO THE POINT OF BEGINNING AND CONTAINING 1.562 ACRES, MORE OR LESS,INCLUSIVE TO THE PRESENTLY EXISTING RIGHT-OF-WAY WHICH CONTAINS 0.265 ACRES, MORE OR LESS, FOR A NET ADDITIONAL TAKING OF 1.297 ACRES, MOREOR LESSPARCEL 5:PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 33 AND PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34, ALL INTOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COJNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT A STONE FOUND AT THE NORTHEAST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3EAST; THENCE SOUTH 00 DEGREES 41 MINUTES 24 SECONDS WEST (ASSUMED BEARING) ON THE EAST LINE THEREOF 1412.50 FEET; THENCE SOUTH 89 DEGREES 48MINUTES 00 SECONDS WEST PARALLEL WITH THE NORTH LINE OF SAID EAST HALF QUARTER SECTION 714.63 FEET TO THE TRUE BEGINNING POINT OF THE REALESTATE HEREIN DESCRIBED; CONTINUING THENCE SOUTH 89 DEGREES 48 MINUTES 00 SECONDS WEST PARALLEL WITH SAID NORTH LINE 562.02 FEET; THENCENORTH 00 DEGREES 41 MINUTES 24 SECONDS EAST PARALLEL WITH THE EASTLINE OF SAID HALF QUARTER 682.50 FEET TO A POINT THAT IS 730.00 FEET SOUTH00 DEGREES 41 MINUTES 24 SECONDS WEST OF THE NORTH LINE OF SAID HALF QUARTER; THENCE SOUTH 89 DEGREES 48 MINUTES 00 SECONDS WEST PARALLELWITH SAID NORTH LINE AND THE WESTERLY PROLONGATION THEREOF 972.74 FEET TO THE WEST LINE OF REAL ESTATE DESCRIBED IN DEED RECORD 184,PAGES 228-230 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 00 DEGREES 33 MINUTES 05 SECONDS WEST (THIS AND THEFOLLOWING TWO COURSES ARE ON SAID WESTLINE) 800.66 FEET; THENCE NORTH 89 DEGREES 59 MINUTES 55 SECONDS EAST 7.94 FEET; THENCE SOUTH 00DEGREES 26 MINUTES 32 SECONDS WEST 520.28 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH ADJOINING REAL ESTATE (WHICH POINT IS 579.73 FEETNORTH 00 DEGREES 26 MINUTES 32 SECONDS EAST OF A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 18 NORTH, RANGE 3EAST THAT IS 1730.70 FEET NORTH 89 DEGREES 59 MINUTES 55 SECONDS EAST OF THE SOUTHWEST CORNER THEREOF; THENCE SOUTH 89 DEGREES 50 MINUTES37 SECONDS EAST ON THE NORTH CORNER OF SAID SOUTH ADJOINING REAL ESTATE 1145.19 FEET TO THE NORTHEAST CORNER THEREOF; THENCE SOUTH 00DEGREES 37 MINUTES 42 SECONDS WEST ON THE EAST LINE OF SAID REAL ESTATE 575.27 FEET TO THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 34AFORESAID; THENCE NORTH 89 DEGREES 40 MINUTES 05 SECONDS EAST ON SAID SOUTH LINE 376.75 FEET TO A LINE WHICH BEARS SOUTH 00 DEGREES 41MMINUTES 24 SECONDS WEST OF THE TRUE BEGINNING POINT; THENCE NORTH 00 DEGREES 41 MINUTES 24 SECONDS EAST ON SAID LINE 1220.06 FEET TO THETRUE BEGINNING POINT, CONTAINING 42.715 ACRES, MORE OR LESS.POWER POLELIGHT POLEELECT. TRANSFORMERELECT. PEDESTALELECT. METERGUY WIRETELEPHONE ACCESS COVERTELEPHONE PEDESTALTELEPHONE MANHOLECABLE T.V. POLECABLE T.V. PEDESTALTRAFFIC SIGNAL POLETRAFFIC MANHOLETRAFFIC CONTROL BOXGAS VALVEGAS METERGAS MARKERWATER METERWATER VALVEFIRE HYDRANTMAILBOX(M)(R)SANITARY CLEANOUTSTORM SEWER LINE; MANHOLE & END SECTIONCURB INLETBEEHIVE OR ROUND INLETSQUARE FLAT INLETFENCE LINEMEASUREDRECORDEDPLATTEDNO ACCESS EASEMENTN.A.E.(P)FLOW LINEBURIED ELECTRIC LINEOVERHEAD ELECTRIC LINESBURIED TELEPHONE LINEOVERHEAD TELEPHONE LINEBURIED CABLE T.V. LINEOVERHEAD CABLE T.V. LINEGAS LINEWATER LINESANITARY SEWER LINE; MANHOLEPROPOSED STORM LINE, MANHOLE & END SECTION MWVMM839.30STI18RCP841.40STI 24CMP837.73STI 24" CLAY TILE836.87STI 24"CMP868867866865864 8638628618608598 5 98588578568558548538528518508498488478 4 6 8 4 5 844 843842843844843842841840844843842841840839835836837838845842841841842842844845 845 84 6 84 7 848 849 850 851852 845846 847 847 848 849 850 851852853855 856 857858857 857 858 856 854855 852853848 849850 851854855856859860861862863864865866 8678698 6 8 870 871869868867866865864863 866865 8668678688 6 8 869 8 7 0 869868867866865864 865866866867867868869870871872873863862861 860 860859858857856855860859858 8598608618628638648658 6 6 8 6 7 8 6 8 18" RCPInv=839.30Beehive InletTC=840.36W: 18"RCP, Inv=N/AS: Pipe Not VisiblePipes Under Water and Silt,Bottom of Structure=836.76InletTC=841.12S: 18"HDPE, Inv=836.67END SECTION #400 STA. 0+21 OUTLET CONTROL #401 STA. 1+21 TC=863.00 101 L.F. 0.72%18" R.C.P. CLASS IIIUP INV.=855.73DOWN INV.=855.00END SECTION #400 STA. 0+21TOP OF DAM ELEV.= 865.0030' WIDE TOP413131BOTTOM OFLAKE 849.00100 YR = 862.88NORMAL POOL = 861.00400401END SECTIONOUTLET CONTROLSEE DETAIL856.79863.00Standard18NW855.0018SE855.700.72%401-40018"100.75'0.72%R.C.P.S T O E P P E L W E R T H A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935 fax: 317.849.5942 SITE DEVELOPMENT PLAN C201104096HOSPRIVATE PONDGEM/CEJDDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA 08/10/22 File Name:S:\104096HOS\DWG\C200 - Site Development Plan.dwg - C201Modified / By:September 6, 2022 9:46:28 AM / cjarvisPlotted / By:September 6, 2022 11:35:54 AM / Corbin Jarvis APPROVAL PENDING/NOT FOR CONSTRUCTION50'25'50'0 1" = 50 FTPOWER POLELIGHT POLEELECT. TRANSFORMERELECT. PEDESTALELECT. METERGUY WIRETELEPHONE ACCESS COVERTELEPHONE PEDESTALTELEPHONE MANHOLECABLE T.V. POLECABLE T.V. PEDESTALTRAFFIC SIGNAL POLETRAFFIC MANHOLETRAFFIC CONTROL BOXGAS VALVEGAS METERGAS MARKERWATER METERWATER VALVEFIRE HYDRANTMAILBOX(M)(R)SANITARY CLEANOUTSTORM SEWER LINE; MANHOLE & END SECTIONCURB INLETBEEHIVE OR ROUND INLETSQUARE FLAT INLETFENCE LINEMEASUREDRECORDEDPLATTEDNO ACCESS EASEMENTN.A.E.(P)FLOW LINEBURIED ELECTRIC LINEOVERHEAD ELECTRIC LINESBURIED TELEPHONE LINEOVERHEAD TELEPHONE LINEBURIED CABLE T.V. LINEOVERHEAD CABLE T.V. LINEGAS LINEWATER LINESANITARY SEWER LINE; MANHOLEPROPOSED STORM LINE, MANHOLE & END SECTION 873872871870869 873 87287187086986886786686586486386986586686 7 868869870871872873874875875 8 7 4874873872874875872871872870871 S T O E P P E L W E R T H A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935 fax: 317.849.5942 SITE DEVELOPMENT PLANC201A104096HOSPRIVATE PONDGEM/CEJDDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA 08/10/22 File Name:S:\104096HOS\DWG\C200 - Site Development Plan.dwg - C201AModified / By:September 6, 2022 9:46:28 AM / cjarvisPlotted / By:September 6, 2022 11:36:48 AM / Corbin Jarvis APPROVAL PENDING/NOT FOR CONSTRUCTION 50'25'50'0 1" = 50 FTKey Trench - an 8 foot wide key trench that extends a minimum of3 feet into the existing soils shall be constructed of geotechnicalengineer approved suitable soils along the entire length of theembankment of the pond and installed in 1 foot lifts to a minimumof 95 percent of the soils maximum dry density in accordance withASTM D-698.Embankment Material - The embankment of the pond shall beconstructed of geotechnical engineer approved suitable materialto withhold the pond and extreme flood depths within the pond.The embankment shall be constructed in 1 foot lifts compacted toa minimum of 95 percent of the soils maximum dry density inaccordance with ASTM D-698.An independent certified geotechnical engineer must be on-siteduring construction of the detention pond embankment toobserve construction and to provide certification that theembankment was installed in accordance with the plans andspecifications. Upon completion, this certification must besubmitted to the Hamilton County Surveyor's Office and the city ofCarmel.Mounds:Soils for the mounds shall constructed in 1 foot lifts and becompacted to a minimum of 90 percent of the materials maximumdry density in accordance with ASTM D-698. Due to the height ofthe mounds, it will be necessary to overbuild the mound areas andcut them back to the desired slopes as opposed to attempting tocompact the material along the slope.POWER POLELIGHT POLEELECT. TRANSFORMERELECT. PEDESTALELECT. METERGUY WIRETELEPHONE ACCESS COVERTELEPHONE PEDESTALTELEPHONE MANHOLECABLE T.V. POLECABLE T.V. PEDESTALTRAFFIC SIGNAL POLETRAFFIC MANHOLETRAFFIC CONTROL BOXGAS VALVEGAS METERGAS MARKERWATER METERWATER VALVEFIRE HYDRANTMAILBOX(M)(R)SANITARY CLEANOUTSTORM SEWER LINE; MANHOLE & END SECTIONCURB INLETBEEHIVE OR ROUND INLETSQUARE FLAT INLETFENCE LINEMEASUREDRECORDEDPLATTEDNO ACCESS EASEMENTN.A.E.(P)FLOW LINEBURIED ELECTRIC LINEOVERHEAD ELECTRIC LINESBURIED TELEPHONE LINEOVERHEAD TELEPHONE LINEBURIED CABLE T.V. LINEOVERHEAD CABLE T.V. LINEGAS LINEWATER LINESANITARY SEWER LINE; MANHOLEPROPOSED STORM LINE, MANHOLE & END SECTION 854.52854.19854.17855.21857.96858.17856.70852.33854.93856.05855.78855.91856.40856.22856.23856.66858.13858.73858.69858.13857.05856.56857.36858.29857.69857.41858.42860.41860.67858.95858.55858.15858.74859.87859.33858.73859.32861.25861.15860.44859.88858.91860.41861.20860.32859.70860.58861.01861.34860.75860.04860.38861.49861.89861.22859.91860.84861.49861.66861.15860.24860.72862.21863.02861.52860.75861.70862.30862.53861.94861.22861.04863.82863.96863.01861.90862.24862.59863.24862.48862.34862.88864.05864.32863.72863.37862.67863.46863.66863.24863.29861.80863.82864.48864.78864.36864.09864.00864.23864.71864.52864.12864.81865.46866.08865.76865.48865.37865.20866.05865.96865.64866.30866.56867.02866.87866.29866.32866.65866.72866.60866.62866.67866.93866.94866.90866.87866.82866.98858.06859.26861.39862.88863.87864.87865.92865.61865.76866.33867.38868.18869.00869.03869.99870.01869.95870.66870.99871.86870.36869.90872.26872.63873.22873.66873.14871.88870.66869.28867.90866.52865.78865.08864.65863.70863.23863.53865.13866.65868.13869.54869.76869.72869.40868.71866.65864.20862.12859.72857.87855.61854.43855.46857.11857.58858.40860.11861.97862.44863.43864.64865.05865.06865.86866.74867.88869.17868.18866.84865.56864.35863.66863.16861.98861.26861.44859.44856.61860.08859.78860.46861.28862.33863.98865.40866.72868.00869.57869.43868.45867.20865.90864.70863.48861.96860.32859.17859.33856.08854.65856.01856.92857.57859.48861.32862.99864.47866.00867.16868.30869.26869.81869.72868.88868.39867.78867.12866.07864.79863.31861.21858.64856.57855.40856.15856.36858.65861.18863.32865.16866.61867.90868.20868.21868.55869.13869.49869.53869.33870.46870.24869.79869.36870.30871.01868.95869.17868.94868.64868.32867.79867.78867.90866.72865.33862.50859.79857.37856.57857.75860.98858.74857.63858.53861.00864.37867.24867.78867.53867.32867.87867.86868.40868.64868.08867.27868.13867.99867.09866.73866.34866.18866.77866.62863.72860.38858.51858.78859.72862.05864.82864.97863.84861.56859.90861.41864.03864.56865.12864.14864.59865.62866.52867.00866.80866.14865.42864.97864.40863.29862.37861.68861.05860.37860.07860.78864.08867.16867.28869.70869.09866.92863.97862.26861.84862.38862.81863.73864.65864.37865.17866.82867.25868.28867.35865.86865.22866.18865.91865.30863.98865.20864.94866.33868.02869.44870.35869.84869.11868.60868.19867.64866.83866.10865.76866.46866.86867.07866.14866.55868.25868.77869.31867.32866.43867.53867.62867.30866.98866.61867.10867.62867.74867.65867.94868.73868.56867.36866.75866.80867.64867.76867.29867.22867.68868.11868.41868.34866.80868.28867.21867.64869.46869.39869.16868.52867.88867.67867.91867.38866.53866.41867.13868.25867.65866.56865.85865.78866.32867.19868.01868.59869.18870.03870.59870.35869.08867.69867.51869.34870.03870.75871.54871.51870.64869.22868.06866.71865.79865.29865.14865.94866.86865.84866.14865.24864.99865.57866.50867.88869.58871.39872.46872.10871.34870.96870.50870.00871.50872.02872.38872.45872.89872.70870.84868.96867.39866.00865.20864.77864.70865.16865.88867.00868.40869.94871.65873.28873.78873.39873.03872.67872.16873.37873.13873.53873.74873.41866.06866.80867.74868.75869.23869.89870.26869.78866.85863.75861.38858.18856.42855.13854.83856.01858.19859.20864.17865.42864.24863.70850.26852.02854.31856.26857.41858.31858.80859.32859.46859.15859.15857.63855.36854.06856.60856.65858.32856.53855.19852.68852.93853.89853.64854.45858.90853.81854.00850.19849.36851.75854.46850.18848.94849.29847.34847.78847.60850.15850.75853.02852.13852.66853.02851.55852.51856.60856.27858.59855.66853.62852.38851.50851.39851.08851.30851.36851.41851.79851.06849.58851.36855.58857.56856.40854.58852.30849.64849.30848.88848.70847.90847.25847.72849.06868.89869.10867.47866.06871.35864.93870.06865.86866.46866.19869.33869.14869.69868.24867.02866.94869.36870.29871.40867.74868.61869.41869.36867.56867.50867.52867.79867.68867.50867.56867.49867.86867.57867.50867.53867.17866.69867.03866.17866.05865.82865.83BBALL865.98865.98866.15865.82865.77864.58864.90864.91864.89865.31865.56865.72865.47865.73865.80865.45865.56865.42865.33865.33865.26865.61865.56866.02866.07866.43866.19867.02866.11865.94866.53865.90866.03865.88866.22866.66867.10867.05867.51867.62867.32867.43867.16867.10866.88866.83866.39866.47866.66865.20866.07865.81865.36BBALL867.72E.T.T.P.867.57867.63867.77867.81867.96867.69867.68867.47867.95868.91868.98868.84868.82867.98867.49868.65866.47868.71869.68868.58867.61867.46864.82864.90864.48864.65865.10865.80865.85866.60866.27866.48866.46866.72866.73866.80866.61866.63866.11866.98866.99867.05866.90866.10867.25867.08867.13865.82867.07867.09867.59867.59867.64867.64867.20866.99867.24867.43864.67866.24871.46872.98873.40872.62872.23871.41871.22871.48871.93873.12873.23872.92871.28xxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxx8 7 3 8 7 2 8718 7 0 869869 868 867 866 86586 4 863862 861 86 0 85 9 859 8 5 8 857 856 855 8 5 4 8 5 3 85 2 851850851852853 8558568 5 78588578578588568 5 4855 852 8 5 3 848849850 8 5 1 852 85 3 8 5 4 855 85 6 8 5 9 8 6 08618 6 2863864865 86686786 9868870871869 868 867 866 8 6 5 866865866 8678688688698708698688678668658 6 4 865 866 86686 7 867 868 869 870 871 872 87 3873 869868867866 865864 8 6 3 86286186086 0 85 9 858 857 8 5 6 8 5 5 8608 5 9 8 5 8 859 860 861 862 863 864 865 86686786886 9 8 6 5866 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFZ Z SWPPP POSTING SIGN LOCATION CONCRETE WASH OUT AREA FUEL OIL TANK (DOUBLE WALL) CONSTRUCTION DUMPSTER PORT-O-LET EARTHWORK CONTRACTOR SHALL INSTALL 20' x 150' MIN. STONE ACCESS DRIVE PRIOR TO CONSTRUCTION.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.INIT. STORM WATER POLL. & PREV. PLANC300 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C300Modified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:28:41 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTION 1" = 50 FT LEGEND DENOTES SILT FENCE DENOTES CONSTRUCTION LIMITS HORSESHOE ROCK CHECK DAM - SEE DETAIL SHEET C310 SF NOTES 1.ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED IN THE FIELD BY THE IDEM, MCSW, AND/OR THE CITY INSPECTOR. 2.ALL PROPOSED EROSION CONTROL PLANS AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600 OF THE CITY INDIANAPOLIS STORMWATER SPECIFICATIONS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL. 3.PORTABLE TOILETS MUST BE ANCHORED 4.THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIALS IN THE STREET. 5.SILT FENCE LOCATED AROUND THE ENTIRE SITE AND INSPECTED WEEKLY. 6.DUMPSTER MUST BE COVERED WITH TRAP OR LID AND SECURED. HOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS MATCH LINEMATCH LINE C300AC300A 5002 875.73 M4C_WEIHE UP0.1' 5003 875.75 M4_FND UP0.3'867.02866.87866.60866.62866.67866.93866.94866.90866.87866.82866.98871.86870.36869.90869.52869.14868.75869.19870.44871.04871.19871.39871.97872.59873.80873.61873.69873.50873.11873.00873.41873.80874.23875.02875.90874.77874.03872.74871.93872.09871.81871.49871.25871.17871.21871.78872.21872.41872.26872.63869.53869.33869.00868.70868.87869.53870.36870.76871.32872.22872.49873.06873.59872.58872.02871.46871.22870.88870.09869.70869.78870.06870.46870.24873.37872.25871.81871.79871.02870.34869.89869.21868.46868.25868.61868.95869.17868.64868.08867.54867.57868.04868.52869.44870.13870.85871.39871.76872.34873.35873.27872.59872.02871.53871.32870.86869.88869.09868.17867.39866.82867.27868.13867.00866.80866.55867.49868.33869.12870.05870.76871.15871.40872.10872.65872.83872.85872.54872.23871.75871.20871.11870.46869.73869.05868.16867.22866.14865.42867.25867.34868.14869.12869.92870.96871.32871.52871.81872.16872.32873.26873.57872.63871.78871.77871.96872.19871.92871.04869.98869.25868.51868.28867.35868.25868.77869.40870.18871.44872.30872.49871.91871.42871.50872.22873.36874.40873.19871.99871.09870.76871.24871.62872.20871.76871.06870.46869.31867.32868.28870.15870.96871.60872.05871.31870.48870.51871.03872.09873.30875.13874.50873.00871.79870.68870.00869.89870.12870.70870.60869.81868.32867.21867.69867.51868.24869.15869.47869.59870.49870.56870.93871.82872.95872.46871.65871.30871.06871.69871.52870.46869.31868.52868.78869.34870.50870.00869.69869.53870.64871.81872.12871.45871.11871.52871.84871.34871.40871.52870.78870.18870.60871.05871.50872.67872.16872.24871.75871.07870.83871.13871.17871.38871.49871.59872.33873.28874.45875.18874.32873.48873.47872.95872.72872.95872.88873.26874.24874.33875.06874.61873.91874.11875.04875.20874.10874.13874.40874.38873.74874.47875.36874.34874.52872.52872.65873.27873.37873.13871.46872.98873.40873.23872.92871.288 7 38738 7 2 871870869868867867868 869 870 871 87 2 873 874 875 875874 874 873 872874875 872871872870871 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.INIT. STORM WATER POLL. & PREV. PLANC300A 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C300AModified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:20:35 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTION 1" = 50 FT LEGEND DENOTES SILT FENCE DENOTES CONSTRUCTION LIMITS HORSESHOE ROCK CHECK DAM - SEE DETAIL SHEET C310 SF NOTES 1.ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED IN THE FIELD BY THE IDEM, MCSW, AND/OR THE CITY INSPECTOR. 2.ALL PROPOSED EROSION CONTROL PLANS AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600 OF THE CITY INDIANAPOLIS STORMWATER SPECIFICATIONS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL. 3.PORTABLE TOILETS MUST BE ANCHORED 4.THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIALS IN THE STREET. 5.SILT FENCE LOCATED AROUND THE ENTIRE SITE AND INSPECTED WEEKLY. 6.DUMPSTER MUST BE COVERED WITH TRAP OR LID AND SECURED. HOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS MATCH LINEMATCH LINE C300C300 o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o o o o o o o o o o o o o o o oo o oo o oo o oo o o o o o o o o o o o o o o o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oBBALLBBALL> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o oxxxxxxxxx xxxxxxx> o o o > o o o > o o o > o o o> o o oxxxxxxxxxxxxxxxxx8 7 3 8 7 2 8718 7 0 869869 868 867 866 865864 863862 861 86 0 859 859 8 5 8 857 856 855 8 5 4 8 5 3 85 2 851850851852853 8558568 5 78588578578588568 5 4855 852 8 5 3 848849850 8 5 1 8 5 4 855 85 6 85 9 8 6 08618 6 2863864865 86686786 9868870871869 868 867 866 8 6 5 866865866 867 8 6 8 868 8698708698688678668658 6 4 865 866 86686 7 867 868 869 870 871 872 873873 868867866 865864 8 6 3 86286186086 0 85 9 858 857 8 5 6 8 5 5 8608 5 9 8 5 8 859 860 861 862 863 864 865 866867868869 8 6 5866 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFZ Z SWPPP POSTING SIGN LOCATION CONCRETE WASH OUT AREA FUEL OIL TANK (DOUBLE WALL) CONSTRUCTION DUMPSTER PORT-O-LET EARTHWORK CONTRACTOR SHALL INSTALL 20' x 150' MIN. STONE ACCESS DRIVE PRIOR TO CONSTRUCTION.ROCK HORSESHOE DAM (SEE SHEET C305) TOP ELEV.= 863.00 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.TEMP. STORM WATER POLL. & PREV. PLANC301 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C301Modified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:31:13 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTION 1" = 50 FT LEGEND DENOTES SILT FENCE DENOTES CONSTRUCTION LIMITS HORSESHOE ROCK CHECK DAM - SEE DETAIL SHEET C310 SF NOTES 1.ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED IN THE FIELD BY THE IDEM, MCSW, AND/OR THE CITY INSPECTOR. 2.ALL PROPOSED EROSION CONTROL PLANS AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600 OF THE CITY INDIANAPOLIS STORMWATER SPECIFICATIONS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL. 3.PORTABLE TOILETS MUST BE ANCHORED 4.THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIALS IN THE STREET. 5.SILT FENCE LOCATED AROUND THE ENTIRE SITE AND INSPECTED WEEKLY. 6.DUMPSTER MUST BE COVERED WITH TRAP OR LID AND SECURED. HOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS MATCH LINEMATCH LINE C301AC301A o o oo o oo o o o o o o o o o o o o o o o o o o o o 8 7 38738 7 2 871870869868867867868 869 870 871 87 2 873 874 875 875874 874 873 872874875 872871872870871 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.TEMP. STORM WATER POLL. & PREV. PLANC301A 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C301AModified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:32:25 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTION 1" = 50 FT LEGEND DENOTES SILT FENCE DENOTES CONSTRUCTION LIMITS HORSESHOE ROCK CHECK DAM - SEE DETAIL SHEET C310 SF NOTES 1.ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED IN THE FIELD BY THE IDEM, MCSW, AND/OR THE CITY INSPECTOR. 2.ALL PROPOSED EROSION CONTROL PLANS AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600 OF THE CITY INDIANAPOLIS STORMWATER SPECIFICATIONS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL. 3.PORTABLE TOILETS MUST BE ANCHORED 4.THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIALS IN THE STREET. 5.SILT FENCE LOCATED AROUND THE ENTIRE SITE AND INSPECTED WEEKLY. 6.DUMPSTER MUST BE COVERED WITH TRAP OR LID AND SECURED. HOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS MATCH LINEMATCH LINE C301C301 o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o o o o o o o o o o o o o o o oo o oo o oo o oo o o o o o o o o o o o o o o o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oBBALLBBALL> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o oxxxxxxxxx xxxxxxx> o o o > o o o > o o o > o o o> o o oxxxxxxxxxxxxxxxxx8 7 3 8 7 2 8718 7 0 869869 868 867 866 865864 863862 861 86 0 859 859 8 5 8 857 856 855 8 5 4 8 5 3 85 2 851850851852853 8558568 5 78588578578588568 5 4855 852 85 3 848849850 8 5 1 8 5 4 855 85 6 8 5 9 8 6 08618 6 2863864865 86686786 9868870871869 868 867 866 8 6 5 866865866 867 8 6 8 868 8698708698688678668658 6 4 865 866 86686 7 867 868 869 870 871 872 873873 868867866 865864 8 6 3 86286186086 0 85 9 858 857 8 5 6 8 5 5 8608 5 9 8 5 8 859 860 861 862 863 864 865 866867868869 8 6 5866 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.PERM. STORM WATER POLL. & PREV. PLANC302 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C302Modified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:33:15 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTION 1" = 50 FT LEGEND DENOTES CONSTRUCTION LIMITS DENOTES SEEDING W/FIBER BLANKET #S150 BY NORTH AMERICAN GREEN SEEDING RATE: SEEDING MIXTURE: 110#/ACRE OR 2.5#/1000 S.F. 38% KENTUCKY 31 FESCUE 19% PERENNIAL RYE 19% ANNUAL RYE 14% ORCHARD GRASS 10% KENTUCKY BLUEGRASS DENOTES TEMPORARY SEEDING & MULCHING. SEEDING RATE: SEEDING MIXTURE: 50#/ACRE 100% PERENNIAL RYE Þ A27.Specific Points Where Stormwater Discharge Will Leave this Site: Storm water will leave site through Lake #1 and proposed pipe into an existing ditch at the southeast side of the site. NOTES 1.ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED IN THE FIELD BY THE IDEM, MCSW, AND/OR THE CITY INSPECTOR. 2.ALL PROPOSED EROSION CONTROL PLANS AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600 OF THE CITY INDIANAPOLIS STORMWATER SPECIFICATIONS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL. 3.PORTABLE TOILETS MUST BE ANCHORED 4.THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIALS IN THE STREET. 5.SILT FENCE LOCATED AROUND THE ENTIRE SITE AND INSPECTED WEEKLY. 6.DUMPSTER MUST BE COVERED WITH TRAP OR LID AND SECURED. HOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS Þ A27 MATCH LINEMATCH LINE C302AC302A o o oo o oo o o o o o o o o o o o o o o o o o o o o 8 7 38738 7 2 871870869868867867868 869 870 871 87 2 873 874 875 875874 874 873 872874875 872871872870871 5002 875.73 M4C_WEIHE UP0.1' 5003 875.75 M4_FND UP0.3'867.02866.87866.60866.62866.67866.93866.94866.90866.87866.82866.98871.86870.36869.90869.52869.14868.75869.19870.44871.04871.19871.39871.97872.59873.80873.61873.69873.50873.11873.00873.41873.80874.23875.02875.90874.77874.03872.74871.93872.09871.81871.49871.25871.17871.21871.78872.21872.41872.26872.63869.53869.33869.00868.70868.87869.53870.36870.76871.32872.22872.49873.06873.59872.58872.02871.46871.22870.88870.09869.70869.78870.06870.46870.24873.37872.25871.81871.79871.02870.34869.89869.21868.46868.25868.61868.95869.17868.64868.08867.54867.57868.04868.52869.44870.13870.85871.39871.76872.34873.35873.27872.59872.02871.53871.32870.86869.88869.09868.17867.39866.82867.27868.13867.00866.80866.55867.49868.33869.12870.05870.76871.15871.40872.10872.65872.83872.85872.54872.23871.75871.20871.11870.46869.73869.05868.16867.22866.14865.42867.25867.34868.14869.12869.92870.96871.32871.52871.81872.16872.32873.26873.57872.63871.78871.77871.96872.19871.92871.04869.98869.25868.51868.28867.35868.25868.77869.40870.18871.44872.30872.49871.91871.42871.50872.22873.36874.40873.19871.99871.09870.76871.24871.62872.20871.76871.06870.46869.31867.32868.28870.15870.96871.60872.05871.31870.48870.51871.03872.09873.30875.13874.50873.00871.79870.68870.00869.89870.12870.70870.60869.81868.32867.21867.69867.51868.24869.15869.47869.59870.49870.56870.93871.82872.95872.46871.65871.30871.06871.69871.52870.46869.31868.52868.78869.34870.50870.00869.69869.53870.64871.81872.12871.45871.11871.52871.84871.34871.40871.52870.78870.18870.60871.05871.50872.67872.16872.24871.75871.07870.83871.13871.17871.38871.49871.59872.33873.28874.45875.18874.32873.48873.47872.95872.72872.95872.88873.26874.24874.33875.06874.61873.91874.11875.04875.20874.10874.13874.40874.38873.74874.47875.36874.34874.52872.52872.65873.27873.37873.13871.46872.98873.40873.23872.92871.288 7 38738 7 2 871870869868867867868 869 870 871 87 2 873 874 875 875874 874 873 872874875 872871872870871 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.PERM. STORM WATER POLL. & PREV. PLANC302A 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C302AModified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:34:10 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTION 1" = 50 FT LEGEND DENOTES CONSTRUCTION LIMITS DENOTES SEEDING W/FIBER BLANKET #S150 BY NORTH AMERICAN GREEN SEEDING RATE: SEEDING MIXTURE: 110#/ACRE OR 2.5#/1000 S.F. 38% KENTUCKY 31 FESCUE 19% PERENNIAL RYE 19% ANNUAL RYE 14% ORCHARD GRASS 10% KENTUCKY BLUEGRASS DENOTES TEMPORARY SEEDING & MULCHING. SEEDING RATE: SEEDING MIXTURE: 50#/ACRE 100% PERENNIAL RYE Þ A27.Specific Points Where Stormwater Discharge Will Leave this Site: Storm water will leave site through proposed pipes and Lake #1 into an existing pipe and lake at the west side of the site. NOTES 1.ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED IN THE FIELD BY THE IDEM, MCSW, AND/OR THE CITY INSPECTOR. 2.ALL PROPOSED EROSION CONTROL PLANS AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600 OF THE CITY INDIANAPOLIS STORMWATER SPECIFICATIONS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE MANUAL. 3.PORTABLE TOILETS MUST BE ANCHORED 4.THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIALS IN THE STREET. 5.SILT FENCE LOCATED AROUND THE ENTIRE SITE AND INSPECTED WEEKLY. 6.DUMPSTER MUST BE COVERED WITH TRAP OR LID AND SECURED. HOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS MATCH LINEMATCH LINE C302C302 STATION 0+00 850855860 850855860 STATION 0+50 855860865 855860865 STATION 1+04.8 855860865870 855860865870 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STORM WATER POLL. & PREV. PLAN SPECS.C303 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C303Modified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:34:47 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTIONHOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS IRSAY POND SECTION A - CONSTRUCTION PLAN - GENERAL PLAN COMPONENTS A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN C300 - Initial Storm Water Pollution Prev. Plan C301 - Temporary Storm Water Pollution Prev. Plan C302 - Permanent Storm Water Pollution Prev. Plan C303 - C305 - Storm Water Pollution Prevention Plan Specs. A2 - VICINITY MAP See C001 - Cover Sheet for a vicinity map. A3 - PROJECT NARRATIVE This project includes the construction of a Pond and additional grading consisting of approximately 22.173 acres. Construction will include landscaping, and drainage infrastructure. A4 - SITE LOCATION COORDINATES LAT: 39° 57' 29.24" N LONG: 86° 11' 04.93" W A5 - LEGAL DESCRIPTION OF PROJECT SITE Part of the Southeast Quarter of Section 33, Township 18 North, Range 03 East of the Second Principal Meridian, Sugar Creek Township, Hancock County, Indiana. A6 - 11" x 17" PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES See Appendix B in the O & M Manual for an 11" x 17" copy of the Final Plat. A7 - 100-YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES No portion of this site is located within a Special Flood Hazard Area (Zone AE). This information was obtained from Flood Insurance Rate Map (FIRM) Panel 18057C0208G for Hamilton County, Indiana dated November 19, 2014. 1.See C001 - Cover Sheet for a FIRM map panel showing boundaries of the 100-year floodplains, floodway fringes, and floodways. A8 - ADJACENT LAND USE North: Residential East: Residential South: Residential West: Residential A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL: No known TMDL report is available. A10 - IDENTIFICATION OF ALL RECEIVING WATERS The site drains into the proposed Lake #1 and sewer systems, then outlets into an existing ditch at the Southeast edge of the property. The ultimate receiving water of the project will be Clay Creek. A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(D) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPAIRED The site outlets to William Creek, which is not on the 303(d) list. A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES Soil information from the Hancock County Soil Survey is shown on sheet C304. A13 - IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OUR ADJACENT OT THE PROJECT SITE. Existing lakes and water courses adjacent to this site include a Lake to the north in Clay Springs Sec. 2, Clay Creek to the West & William Creek to the East. A14 - IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION ACTIVITIES IDEM Construction Stormwater General Permit. A15 - IDENTIFICATION OF EXISTING VEGETATIVE COVER Existing site consists of fencing, grass, brush and trees. A16 - EXISTING SITE TOPOGRAPHY See Sheet C100 - Existing Conditions / Demolition Plan for existing site topography. A17 - LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE See Existing Basin Map in Appendix A of the Drainage Report for location(s) where run-off enters the project site. A18 - IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER See Existing Basin Map in Appendix A of the Drainage Report for location(s) where run-off discharges from the project site prior to land disturbance. A19 - LOCATION OF ALL EXISTING STRUCTURES See Sheet C100 - Existing Conditions / Demolition Plan for existing structure locations on the project site. A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER MANAGEMENT. None A21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES; None A22 - SIZE OF THE PROJECT AREA 28.70 Acres A23 - TOTAL EXPECTED LAND DISTURBANCE 22.173 Acres A24 - PROPOSED FINAL TOPOGRAPHY See Sheets C200-C201A - Site Development Plan for proposed site topography. A25 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS See Sheets C200-C201A - Site Development Plan and Sheets C300 - C302A - Storm Water Pollution Prev. Plans for location(s) and approximate boundaries of disturbances. A26 - LOCATIONS, SIZE, AND DIMENSIONS OF PROPOSED STORMWATER DRAINAGE SYSTEM SUCH AS CULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS See Sheets C200-C201A - Site Development Plan for location(s) and sizes of stormwater drainage systems. See Sheets C201A - Construction Specifications & Details for details of stormwater structures. A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE See Sheets C200-C201A - Site Development Plan, Sheets C301-C301A - Temporary Storm Water Pollution Prev. Plan, and Sheets C201A - Storm Sewer Plan & Profiles for location(s) where stormwater and non-stormwater discharges will leave the site. A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES, AND COMMON AREAS. See Sheets C200-C201A - Site Development Plan for the location(s) of all proposed site improvements. A29 - LOCATION OF ALL ON-SITE AND OFF-SITE STOCKPILES AND BORROW AREAS There will be no Stockpiles on this project. A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT See Sheets C300 & C301 - Storm Water Pollution Prev. Plans for the location(s) of the construction staging area. See Sheet C304 - Storm Water Pollution Prevention Plan Specs. for the construction staging area detail. A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAM CROSSINGS AND PUMP AROUNDS. There are no planned in-stream activities for this project. SECTION B - STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT B1 - DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS, INCLUDING ALL POTENTIAL NON-STORMWATER DISCHARGES. The following potential pollutant sources may be associated with construction activities on site: 1.Material storage areas (more specifically described below) 2.Construction waste material 3.Fuel storage areas and fueling stations 4.Exposed soils 5.Leaking vehicles and equipment 6.Sanitary waste from temporary toilet facilities 7.Litter 8.Windblown dust 9.Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site. 10.Structural fill 11.Concrete drainage pipe 12.Precast concrete manholes B2 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Construction entrance will be in place prior to this phase of construction. Entrance is shown for reference on Sheets C300 & C301. Refer to Sheet C305 for details. B3 - SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION See Sheets C301 - Temporary Storm Water Pollution Prev. Plan for temporary surface stabilization methods. See Sheets C302 - Permanent Storm Water Pollution Prev. Plan for permanent surface stabilization methods. See Sheets C304 - C306 - Storm Water Pollution Prevention Plan Specs. for surface stabilization specifications, application rates for soil amendments and see mixtures, application rate and anchoring method for mulch, and erosion control blanket installation specifications. B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS The swales will be protected with an erosion control blanket immediately following their construction. Refer to Sheets C302-C302A for locations. Refer to Sheet C304 for details. B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope is 3:1 or greater (horizontal to vertical). Silt fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300 - C301A. Refer to Sheet C305 for details. B6 - RUNOFF CONTROL MEASURES The silt fencing will be utilized to slow runoff and minimize sediment discharge. Refer to Sheets C300 - C301A for locations. Refer to Sheet C305 for details. B7 - STORMWATER OUTLET PROTECTION SPECIFICATIONS Rip-Rap revetment shall be utilized for all Storm Outlets where not connecting into existing manholes. Refer to Sheets C301 - C302A for locations. Refer to Sheet C201A for details. B8 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Erosion control blankets will be utilized as grade-stabilization structures. Refer to Sheet C302 for locations. Refer to Sheet C304 for details. B9 - DEWATERING APPLICATIONS AND MANAGEMENT METHODS: See Sheet C304 - for dewatering detail and requirements. B10 - MEASURES UTILIZED FOR WORK WITHIN WATERBODIES: There will be no work within waterbodies for this project. B11 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE The project site owner and/or designated representative(s) shall refer to Section 3.6 - Performance Standards - Monitoring and Project Management Requirements of the IDEM Construction Stormwater General Permit for minimum requirements for self-monitoring inspections. Additional measures are listed below. Stone entrance •Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. •Reshape pad as needed for drainage and runoff control. •Top dress with clean stone as needed. •Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. •Repair any broken road pavement immediately. Silt Fence •Inspect the silt fence periodically and after each storm event. •If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. •Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge. •Take care to avoid undermining the fence during cleanout. •After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize. Rock Dam •Inspect the rock dam and basin following each storm event. •Remove sediment when it accumulates to half the design volume (marked by stake). •Check the dam and abutments for erosion, piping, and rock displacement, and repair immediately if the basin does not drain between storms, replace the stone on the upstream face of dam if the basin drains to rapidly following a storm (less than 6 hrs.), add INDOT CA No. 5 gravel on the upstream face of the dam. •Once the contributing drainage area has been permanently stabilized, remove water and sediment from the basin, remove the dam, disposing of the rock in designated disposal areas, smooth the site to blend the surrounding area, stabilize. Temporary Seeding •Inspect periodically after planting to see that vegetative stands are adequately established; reseed if necessary. •Check for erosion damage after storm events and repair; reseed and mulch if necessary. •Topdress fall seeded wheat or rye seedings with 50 lbs./acre of nitrogen in February or March if nitrogen deficiency is apparent. Permanent Seeding •Inspect periodically, especially storm events, until the stand is successfully established. •Characteristics of a successful stand include vigorous dark green or bluish-green seedlings; uniform density with nurse plants, legumes, and grasses well intermixed; green leaves; and the perennials remaining green throughout the summer, at least at the plant base. •Plan to add fertilizer the following season according to soil test recommendations. •Repair damaged, bare, or sparse or patchy, by filling any gullies, re-fertilizing, over- or re-seeding and mulching after re-preparing the seedbed. •If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact the SWCD or cooperative extension office for assistance.) •If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. Erosion Control Matting •During vegetative establishment, inspect after storm events for any erosion below the blanket. •If any area shows erosion, pull back that portion of the blanket covering it, add soil, re-seed the area, and re-lay and staple the blanket. •After vegetative establishment, check the treated area periodically. B12 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND-DISTURBING ACTIVITIES The following is a list in sequence of construction activities to control soil erosion: 1.The contractor shall schedule a Pre-construction meeting with the Town of Carmel prior to any constructing on the site being started. The contractor and/or developer shall notify IDEM and the Town of Carmel 48 hours prior to start of construction. 2.Following the required pre-construction meeting the contractor shall construct the “posting information center”. The location of the posting information center is shown on Sheet C300 & C301. The posting information center is the location where a copy of the approved Construction Stormwater General Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting requirements have been met. 3.Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C305. 4.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the specifications on Sheet C306. Concrete washout shall not be required if concrete truck is equipped with a self-contained chute wash system, similar to system provided by Enviroguard, or approved equal. 5.Prior to any earth moving the contractor shall install all silt fence as shown on Sheets C300 - C301. The details and specifications for silt fence installation are located on Sheet C305. 6.The contractor shall protect all existing inlets with drop inlet protection baskets as shown on Sheets C300-C301. The details and specifications for the drop inlet baskets are located on Sheet C306. 7.When the “existing” site/construction limits are completely protected, the contractor shall start stripping the existing top soil within the construction limits and utilize in non-structural fill areas and top soil stockpile. 8.Contractor shall cut proposed swales. Swales shall be seeded, erosion control blanket and mulched immediately upon completion. 9.The contractor shall proceed to grade the remainder of the site. The material to grade the site shall be excavated from Lakes as shown on Sheet C200. The banks shall be stabilized immediately following the excavation of required material with an erosion control blanket. Please see Sheet C304 for Erosion Control Staple Pattern Guide. 10.The contractor shall continue constructing the proposed storm sewer. 11.The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C302. The details and specifications for the erosion control blanket can be found on Sheet C304. 12.The contractor shall remove maintenance and refueling area including concrete washout if applicable. 13.The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other areas that are permanent seed as illustrated on Sheet C302. The seed mixture and rate can be found on Sheet C304. 14.The contractor shall schedule a site inspection with the Town of Carmel to insure that the site is stabilized. After the inspector approves the site conditions the contractor shall remove all temporary erosion control practices. 15.The post-construction erosion control practices then become the responsibility of the developer of this project. 16.The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's until a NOT is filed with IDEM. B13 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS See detail Sheet C305 B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1: Material Handling and Spill Prevention Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local MS-4. Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 18.Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 19.Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized. 20.In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. Spill Response Directions In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the local fire department. In the event of spills that have potential groundwater or surface water contamination, please contact the construction supervisor, developer, County Surveyor's Office, local fire department and IDEM. Alert Procedures for Spills 1.Any personnel observing a spill will immediately initiate the following procedure: a.Dial "0" from any telephone. b.Notify the appropriate emergency personnel. 2.The emergency coordinator will then take the following actions: a.Barricade the area, allowing no vehicles to enter or exit the spill zone. b.Notify the IDEM Office of Land Quality Emergency Response at the contact number listed below. c.Notify the EPA National Response Center at the contact number listed below, providing the following information: ·Time of the observation of the spill ·Location of the spill ·Identity of the material(s) spilled ·Probable source of the spill ·Probable time of the spill ·Volume and duration of the spill ·Current and anticipated movement of the spill ·Current weather conditions ·Personnel at the scene of the spill ·Action(s) initiated by personnel ·Notify the following agencies at the contact numbers listed below: local fire department, local police department, local soil & water conservation district, local department of public works or stormwater/MS4 department. ·Notify waste recovery contractor, maintenance personnel, and/or other contracted personnel as necessary for spill cleanup. ·Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. ·Cooperate with the IDEM Office of Land Quality Emergency Response or procedures and reports involved with the spill event. Contact Numbers Emergency Response 911 Carmel Engineering Department (317) 517-2441 Carmel Fire Department (317) 571-2600 Carmel Utilities (317) 571-2645 Indiana Department of Natural Resources (317) 232-4200 Indiana Department of Environmental Management (317) 232-8603 Hamilton County Surveyor's Office (317) 776-8495 IDEM 24-Hour Emergency Spill Line (888) 233-7745 or (317) 233-7745 Cleanup Parameters 1.The Owner shall be kept continually informed during cleanup. Listings of qualified contractors and available vacuum trucks, tank pumpers, available absorbant materials and cleanup supplies, and other necessary equipment shall be maintained and readily accessible for cleanup operations. 2.All maintenance personnel shall be made aware of methods for spill prevention and the procedures outlined within this plan. Personnel shall be informed of updates to procedures and guidelines related to spill prevention, cleanup operations, and/or changes to this plan. 3.In the event of a life endangering spill event, life-saving operations shall be carried out by local police and fire department officials. 4.The disposal of materials, especially absorbant, used during spill cleanup operations is subject to the approval and guidelines of IDEM. 5.Flushing of spilled materials, or spill-related materials, with water is not permitted without the authorization of IDEM. B15 - MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY: Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the facility. Dust Control/Off-site Vehicle Tracking During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked into existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. Sanitary/Septic Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities should be indicated on the stormwater pollution prevention plan by the operator following on-site location of said facilities. Water Source Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well approved by the State or local health department. Equipment Fueling and Storage Areas Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluids will be collected and not allowed to discharge into soil where they may be washed away during a rain event. Equipment washdown (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited. Hazardous Material Storage Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state, or local regulations, the Contractor should have a Hazardous Materials Management Plan and/or Hazardous Materials Spill Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the storage areas. SECTION C - STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENT C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE The proposed land use will consist of multi-family residential townhomes. The pollutants and sources of each pollutant normally expected from these types of land uses are listed below: Pollutant Source: Passenger vehicles, delivery vehicles, and trucks Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials Pollutant Source: Residence Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distributions operations), uneaten food products, bacteria Pollutant Source: Roadway Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, concrete fragments, wind-blown litter from off-site sources, and elevated water temperatures from contact with impervious surfaces Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) The anticipated pollution sources are the vehicles that will use these future facilities, including both truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti-freeze and other pollutants associated with vehicular traffic. C2 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: 1.Swales - The proposed grassed swales will collect storm water from sheet flow areas and convey them to the storm sewer. The design of the swales will allow sediment to be partially infiltrated before storm water enters the designed storm sewer system. 2.Inlets - The proposed inlets will prevent large debris such as paper, trash and construction material from entering the storm sewer. The curb inlets prior to entering a Lake will have a 2' sump which will serve as a sediment storage basin that can be accessed and cleaned out when necessary. The inlet castings are also stamped with an environmental protection stamp informing the public not to pollute the environment. 3.Lake - The design of the lakes will detain the suspended solids to settle prior to releasing the storm water. C3 – PLAN DETAILS FOR EACH STORMWATER MEASURES: See Sheets C200 - C201A - Site Development Plan and Sheets C600 - Storm Sewer Plan & Profiles for location(s) and method(s) of proposed stormwater measures. See Sheet C201A - Construction Specifications & Details for proposed stormwater specifications and details. C4 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: Permanent seeding shall be planted as soon as finish grade is achieved. Stormwater quality measurers shall be installed as part of the grading and storm sewer system. Grade and prepare subsoil. Apply and grade planting soil (Matching design grades is crucial because aquatic plants can be very sensitive to depth). Apply erosion-control measures. Seed, plant and mulch according to Planting Plan. Install any anti-grazing measures. C5 - MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: Maintenance of all Stormwater pollution prevention measures will be the responsibility of the project owner, Hoss Homes, until a point in time in which the Home Owners Association is established. Utilizing procedures outline in the O&M manual for Post Construction water quality measures. At that point said association shall assume all maintenance responsibilities. The maintenance guidelines consist mostly of good housekeeping measures. Any grassed or vegetated areas that experience erosion from rainfall events should be repaired and revegetated as soon as possible. Trash or litter should be picked up and properly disposed to prevent it from getting into the storm drainage system and downstream waterways. Erosion of the detention pond banks should be addressed as soon as it becomes visible by filling the eroded area with suitable soil and establishing vegetation immediately, preferably by sodding, or by seeding and mulching and monitoring until suitable vegetation is established. The same measure should be used for steep banks of any earth berm or any other steep area. The detention pond should also be monitored for sediment coming from the storm drainage system. If the bottom of the pond receives sediment, indicated by the sediment markers, it should be cleaned out and the source found and repaired. The elevation of the pond bottom should be checked every 8 to 10 years and, if significant sediment is encountered, it should be removed from the basin. This should be done during periods of low rainfall to allow soil stirred up by excavation to settle out before a rain event. The detention pond outlet should also be protected by adequate filtration (rip-rap, shown on these plans) to prevent soil from entering the offsite storm drainage system. Pavement areas should also be monitored for pollutants. Any large quantity of fluids such as oil, antifreeze, brake fluid, etc. found on the pavement should be reported to the Home Owner Association and the source determined, if possible, and removed from the site for maintenance or repair. Pavements should also be monitored for sediment coming from vegetated areas that drain onto the pavement. If sediment is found it should be cleaned off the pavement, and the source of the soil found and repaired as discussed above. Landscaping Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Subsequent tree fertilizations shall not be surface applied. Tree spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the equivalent of 1" of rainfall once per week if adequate rainfall was not received. After two years, water as necessary in dry season. Lawn shall be mowed at a height of not less than 3" to increase root mass. Lawn shall not be fertilized more than twice per year and shall be immediately watered into the soil after application. C6 - ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATER MEASURES: Hoss Homes 11825 Broadway Street Indianapolis, Indiana 46236 Phone: (317) 823-9788 LOCATION MAP SCALE: 1"=1,200'CLAY CENTER RdW. 116th StHOOVER RdBRIDGEWOOD HIGH GROVE CROOKED STICK GOLF COURSE CLAY SPRINGS MoC3 Br MmB2 CrA CrA MmB2 CrA CrA Br Br Br Br MmB2 CrA Br MoC3 MmC2 MmC2 CrA MmB2 MmB2 Br MmC2 MmC2 MoC3 Br MmB2 MmB2 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STORM WATER POLL. & PREV. PLAN DETAILSC304 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C304Modified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:35:23 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTIONHOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS 1-1/2'1-1/2' 1 STAPLE PER SQ. YD.PER SQ. YD. 1-1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. 3.5 STAPLES FT. 150 200 250 100 50 25 75 225 275 A B C D A A B B 300 175 125 C C C C B B D 4:1 3:1 2:1 1:1 LOW MED/HIGH FLOW CHANNEL CHANNEL FLOW AND SHORELINESLOPE GRADIENTSLOPE LENGTHSTABILIZATION PRACTICE PERMANENT SEEDING DORMANT SEEDING SEEDING SODDING MULCHING JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. A *///////////* *///> B > B > E *////////* > F** *//////////////* > G > SEASONAL SOIL PROTECTION CHART 20" 2' 4'4' 3' 2' 4' 3' 3' 6'6' 3' 3' STAPLE PATTERN GUIDE NOT-TO-SCALE EROSION CONTROL BLANKET DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. AFTER ALL AREAS DRAINING TO THESE AREAS AFTER ALL AREAS DRAINING TO THESE AREAS REMOVAL OF SILT FENCE REMOVAL OF INLET PROTECTION ARE STABILIZED ARE STABILIZED INLET PROTECTION AFTER EACH INLET IS PLACED N/A N/A INSPECT AFTER EACH STORM EVENT. THE AREA, AND RE-LAY AND STAPLE THE BLANKET. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE-PREPARING THE SEEDBED. INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.) INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP (SEE EXHIBIT 3.02-B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES OR OTHER BARRIERS TO TRAP SEDIMENT TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE-SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL" AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. EROSION CONTROL MATTING AFTER FINISH GRADING PERMANENT SEEDING TEMPORARY SEEDING AFTER FINISH GRADING AFTER ROUGH GRADING RECOMMENDATIONS. SEED IF NECESSARY. TOPSOIL STOCKPILE SILT FENCE PRIOR TO CLEANING AND GRADING PRIOR TO CLEANING AND GRADING OR SURROUNDED BY A SEDIMENT BARRIER. (I.E., A OR AP HORIZON). AND SEDIMENTATION. IS CAUSING THE FABRIC TO BULGE. AFFECTED PORTION IMMEDIATELY. INSTALLATION SEQUENCE STONE ENTRANCE EROSION CONTROL MEASURE PRIOR TO CLEANING AND GRADING EROSION CONTROL NOTES TOPDRESS WITH CLEAN STONE AS NEEDED. MAINTENANCE Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weather conditions prevent rapid germination of grass, then 2t/ac mulch will be used to ensure ground stabilization requirements are met. A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC. PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC. B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.: C = SPRING OATS 3 BUSHEL/ACRE D = WHEAT OR RYE 2 BUSHEL/ACRE E = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.) F = SOD G = STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR *///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD TACKIFYING Seedbed Preparation for Permanent Seeding 1. Test soil to determine pH and nutrient levels. (Contact you county SWCD or Cooperative Extension office for assistance and soils information, including available testing services.) 2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations. 3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400-600 lbs./acre of 12-0-12 analysis, or equivalent, fertilizer. Do not use phosphorous containing fertilizer (12-12-12) unless soil tests show a phosphorous deficency. 4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2-4 in. deep with a disk or rake operated across the slope. 5'-0" 5'-0" 2'-0" 10'-0" 3'-0" RIP-RAP DETAIL 6"-8" RIP-RAP HANDLAID NOT-TO-SCALE OVER GEOTEXTILE FABRIC SECTION "Z"-"Z" #53 STONE 6" MIN. 3:1 LINE WITH GEOTEXTILE WOVEN FABRIC FUELING & VEHICLE MAINTENANCE AREA NOT-TO-SCALE PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTING SIGN LOCATION Z PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTING SIGN LOCATION Z PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTING SIGN LOCATION Z PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTING SIGN LOCATION Z SECTION "Z"-"Z" #53 STONE 6" MIN. 3:1 LINE WITH GEOTEXTILE WOVEN FABRIC FUELING & VEHICLE MAINTENANCE AREA NOT-TO-SCALE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS WILL VARY DEPENDING UPON SLOPE LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE ANNUAL RAINFALL. SOILS MAP N.T.S. Map Unit: Br - Brookston silty clay loam Br--Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage. Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes CrA--Crosby silt loam, 0 to 2 percent slopes This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage. Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on sideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow(< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is low (5.9 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and water erosion are management concerns for crop production. Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded This moderately sloping, deep, well drained soil is on knobs and breaks along streams and drainageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres in size. BLANKET THE BLANKET BLANKET. BLANKET STAPLES/STAKES BLANKET HOSE CLAMP WOODEN STAKE PUMP DISCHARGE HOSE FILTER FABRIC GROUND SURFACE HOSE CLAMP WOODEN STAKES PUMP DISCHARGE HOSE SET ON FILTER FABRIC FILTER BAG FILTER BAG PLAN VIEW NOT-TO-SCALE NOTE: LIMIT ONE DISCHARGE HOSE PER BAG. CROSS SECTION NOT-TO-SCALE DEWATERING FILTER BAG DETAIL NOT-TO-SCALE NOTES: 1.TO BE USED WHEN PUMPING DIRTY WATER. 2.ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY.CLAY CENTER RdW. 116th St DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STORM WATER POLL. & PREV. PLAN DETAILSC305 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C305Modified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:36:19 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTIONHOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS TOP VIEW 5' MIN. NOT-TO-SCALE ROCK HORSE SHOE DAM DETAIL 5'2'6 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STORM WATER POLL. & PREV. PLAN DETAILSC306 104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C306Modified / By:September 6, 2022 11:53:05 AM / cjarvisPlotted / By:September 8, 2022 9:37:16 AM / Corbin JarvisAPPROVAL PENDING/NOT FOR CONSTRUCTIONHOSS BUILDING GROUP PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: (317) 823-9788 NIGEL HOSS