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3LOCATION MAPSCALE: 1"=1000'SOILS MAPN.T.S.Map Unit: Br - Brookston silty clay loamBr--Brookston silty clay loamThis poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions. Slopes are 0to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and hasmoderate or high organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the mostrestrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upper 60 inches).The pH of the surfacelayer in non-limed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soilresponds well to tile drainage.Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopesCrA--Crosby silt loam, 0 to 2 percent slopesThis 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. Slopesare 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderateorganic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of the surface layer in non-limedareas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop production. This soil responds well to tiledrainage.Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, erodedThis 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 organicmatter 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 to6.0. Droughtiness and water erosion are management concerns for crop production.Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, erodedThis moderately sloping, deep, well drained soil is on knobs and breaks along streams and drainageways on uplands. Themapped areas are irregular in shape and range from 3 to 35 acres in size.FLOOD MAPN.T.S.PRIVATE PONDCARMEL-CLAY TOWNSHIPHAMILTON COUNTY, INDIANAINDEXSHT. DESCRIPTIONC001 COVER SHEETC100 TOPOGRAPHICAL SURVEYC200-C201ASITE DEVELOPMENT PLANCONSTRUCTION DETAILSC300-C306INITIAL STORM WATER POLLUTION & PREVENTION PLANTEMPORARY STORM WATER POLLUTION & PREVENTION PLANPERMANENT SEDIMENT & EROSION CONTROL PLANSTORM WATER POLLUTION & PREVENTION SPECIFICATIONSSTORM WATER POLLUTION & PREVENTION DETAILSGRAPHIC SCALE( IN FEET ) 1" = 250 FTREVISIONSSHT. DESCRIPTIONNOTES: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 SURVEYORS7965 E. 106TH STREET, FISHERS, INDIANA 46038PHONE: (317)-849-5935FAX: (317)-849-5942CONTACT PERSON: BRIAN M BROWNEMAIL: bbrown@Stoeppelwerth.comPrepared for:HOSS BUILDING GROUP11825 BROADWAY STREETIndianapolis, Indiana 46236Contact Person: NIGEL HOSSPhone: (317) 823-9788Email: nigel@hosshomes.comPLANS CERTIFIED BY:08/10/22BRIAN M. BROWNPROFESSIONAL ENGINEERSITELAND DESCRIPTIONPARCEL 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.ZONING = S1 DISTRICTTOTAL SITE DISTURBANCE = 8.834 AcresOPERATING AUTHORITYCITY OF CARMEL (317) 571-2441ONE CIVIC SQUARECARMEL, INDIANA 46032OPERATOR ON NOI LETTERHOSS BUILDING GROUP11825 Broadway StreetIndianapolis, Indiana 46236Contact: Nigel HossPhone: (317) 823-978830' for single-family dwellings/50' for all other uses40' for a principal building10' for a single-family dwellings/20' for all other usesMIN. AGG. OF SIDE YARDSMIN. FRONT YARD SETBACKMIN. SIDE YARD SETBACKPRIMARY BUILDING SETBACKS DETACHED RESIDENTIAL20' feet for single-family dwellings/15' for all other usesMIN. REAR YARD SETBACK
5006873.86M/4C_LR COMPTON_UP_0.15008858.61M4C_LR COMPTON UP0.4'854.52854.19854.17855.21857.96858.17856.70852.33854.93856.05855.78855.91856.40856.22856.23856.66858.13858.73858.69858.13857.05856.56857.36858.29857.69857.41858.42860.41860.67858.95858.55858.15858.74859.87859.33858.73859.32861.25861.15860.44859.88858.91860.41861.20860.32859.70860.58861.01861.34860.75860.04860.38861.49861.89861.22859.91860.84861.49861.66861.15860.24860.72862.21863.02861.52860.75861.70862.30862.53861.94861.22861.04863.82863.96863.01861.90862.24862.59863.24862.48862.34862.88864.05864.32863.72863.37862.67863.46863.66863.24863.29861.80863.82864.48864.78864.36864.09864.00864.23864.71864.52864.12864.81865.46866.08865.76865.48865.37865.20866.05865.96865.64866.30866.56867.02866.87866.29866.32866.65866.72866.60866.62866.67866.93866.94866.90866.87866.82866.98858.06859.26861.39862.88863.87864.87865.92865.61865.76866.33867.38868.18869.00869.03869.99870.01869.95870.66870.99871.86870.36869.90869.52869.14868.7871872.21872.41872.26872.63873.22873.66873.14871.88870.66869.28867.90866.52865.78865.08864.65863.70863.23863.53865.13866.65868.13869.54869.76869.72869.40868.71866.65864.20862.12859.72857.87855.61854.43855.46857.11857.58858.40860.11861.97862.44863.43864.64865.05865.06865.86866.74867.88869.17868.18866.84865.56864.35863.66863.16861.98861.26861.44859.44856.61860.08859.78860.46861.28862.33863.98865.40866.72868.00869.57869.43868.45867.20865.90864.70863.48861.96860.32859.17859.33856.08854.65856.01856.92857.57859.48861.32862.99864.47866.00867.16868.30869.26869.81869.72868.88868.39867.78867.12866.07864.79863.31861.21858.64856.57855.40856.15856.36858.65861.18863.32865.16866.61867.90868.20868.21868.55869.13869.49869.53869.33869.00868.70869.78870.06870.46870.24869.79869.36870.30871.01868.25868.61868.95869.17868.94868.64868.32867.79867.78867.90866.72865.33862.50859.79857.37856.57857.75860.98858.74857.63858.53861.00864.37867.24867.78867.53867.32867.87867.86868.40868.64868.08867.54867.57867.39866.82867.27868.13867.99867.09866.73866.34866.18866.77866.62863.72860.38858.51858.78859.72862.05864.82864.97863.84861.56859.90861.41864.03864.56865.12864.14864.59865.62866.52867.00866.80866.55867.4986886868.16867.22866.14865.42864.97864.40863.29862.37861.68861.05860.37860.07860.78864.08867.16867.28869.70869.09866.92863.97862.26861.84862.38862.81863.73864.65864.37865.17866.82867.25867.34868.14869.1286869.25868.51868.28867.35865.86865.22866.18865.91865.30863.98865.20864.94866.33868.02869.44870.35869.84869.11868.60868.19867.64866.83866.10865.76866.46866.86867.07866.14866.55868.25868.77869.40870.18871.06870.46869.31867.32866.43867.53867.62867.30866.98866.61867.10867.62867.74867.65867.94868.73868.56867.36866.75866.80867.64867.76867.29867.22867.68868.11868.41868.34866.80868.28870.15870.96871.60870.60869.81868.32867.21867.64869.46869.39869.16868.52867.88867.67867.91867.38866.53866.41867.13868.25867.65866.56865.85865.78866.32867.19868.01868.59869.18870.03870.59870.35869.08867.69867.51868.24869.15869.31868.52868.78869.34870.03870.75871.54871.51870.64869.22868.06866.71865.79865.29865.14865.94866.86865.84866.14865.24864.99865.57866.50867.88869.58871.39872.46872.10871.34870.96870.50870.00869.69869.53870.18870.60871.05871.50872.02872.38872.45872.89872.70870.84868.96867.39866.00865.20864.77864.70865.16865.88867.00868.40869.94871.65873.28873.78873.39873.03872.67872.16872.24871.75872.65873.27873.37873.13873.53873.74873.41866.06866.80867.74868.75869.23869.89870.26869.78866.85863.75861.38858.18856.42855.13854.83856.01858.19859.20864.17865.42864.24863.70850.26852.02854.31856.26857.41858.31858.80859.32859.462004868.02M4C/RED CAP WITH SMASHED TOP/STRAIGHT/UP 0.302005868.02M3 1" TOP/UP 0.502006867.63M3 1" SHAFT/UP 0.502007868.38M4 5/8 STRAIGHT/UP 0.50FP 6X6 WOOD859.15859.15857.63855.36854.06856.60856.65858.32856.53855.19852.68852.93853.89853.64854.45858.90853.81854.00850.19849.36851.75854.46850.18848.94849.29847.34847.78847.60850.15850.75853.02852.13852.66853.02851.55852.51856.60856.27858.59855.66853.62852.38851.50851.39851.08851.30851.36851.41851.79851.06849.58851.36855.58857.56856.40854.58852.30849.64849.30848.88848.70847.90847.25847.72849.06848.26847.61847.20847.53848.0632868.89869.10867.47866.06871.35864.93870.06865.86866.46866.19869.33869.14869.69868.24867.02866.94869.36870.29871.40867.74868.61869.41869.362222868.73M9867.56867.50867.52867.79867.68867.50867.56867.49867.86867.57867.50867.53867.17866.69867.03866.17866.05865.82865.83BBALL865.98865.98866.15865.82865.77864.58864.90864.91864.89865.31865.56865.72865.47865.73865.80865.45865.56865.42865.33865.33865.26865.61865.56866.02866.07866.43866.19867.02866.11865.94866.53865.90866.03865.88866.22866.66867.10867.05867.51867.62867.32867.43867.16867.10866.88866.83866.39866.47866.66865.20866.07865.81865.36BBALL867.72E.T.T.P.867.57867.63867.77867.81867.96867.69867.68867.47867.95868.91868.98868.84868.82867.98867.49868.65866.47868.71869.68868.58867.61867.460864.98864.82864.9074864.48864.65865.10865.80865.85866.60866.27866.48866.46866.72866.73866.80866.61866.63866.11866.98866.99867.05866.90866.10867.25867.08867.13865.82867.07867.09867.59867.59867.64867.64867.20866.99867.24867.43864.67866.24871.46872.98873.40872.62872.23871.41871.22871.48871.93873.12873.23872.92871.28xxxxxxxxxxxxxxxxx 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xxxxxxxxxxSEE SHEET C101MATCH LINEMATCH LINE104096HOSPRIVATE PONDGEM/CEJ DDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C100 Existing Conditions Plan.dwg - C100Modified / By: October 7, 2022 11:22:01 AM / ecarsonPlotted / By: October 7, 2022 11:25:23 AM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONAECDATE MARKREVISIONS BYCERTIFIED: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: 317.849.5942EXISTING CONDITIONS / DEMO PLANC100GRAPHIC SCALE( IN FEET ) 1" = 50 FTSEE SHEET C101EXISTING TREESTO BE REMOVEDNOTESBENCHMARK DATAORIGINATING BENCHMARK:BENCHMARK ELEVATIONS FOR THIS PROJECT WEREDERIVED USING THE NATIONAL GEODETIC SURVEYONLINE POSITIONING USER SERVICE (O.P.U.S) AND AREREFERENCED TO THE NAVD '88 DATUM.LEGENDEXISTING FEATURESWATER MAINOVERHEAD ELECTRICAL LINEGAS MAINSANITARY SEWERSTORM SEWERCONTOURNORMAL WATER ELEVATIONWATER FLOWLINEFENCE LINETREE LINEFIRE HYDRANTWATER VALVEGAS VALVEPOWER POLEGUY ANCHORDENOTES CONSTRUCTION LIMITSDEMO FEATURESAREA TO BE REMOVEDEXISTING LINEAR FEET OF OBJECTTO BE REMOVEDWOHEGSD870YWVGVP.W.P.HORIZONTAL DATUMHORIZONTAL DATUM SHALL BE BASED ON INDIANA STATEPLANE COORDINATES, NAD83 EAST PROJECTION.NOTE:THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRMMAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.
5002875.73M4C_WEIHE UP0.1'5003875.75M4_FND UP0.3'6866.08865.765.96865.64866.30866.56867.02866.87866.29866.32866.65866.72866.60866.62866.67866.93866.94866.90866.87866.82866.98870.99871.86870.36869.90869.52869.14868.75869.19870.44871.04871.19871.39871.97872.59873.80873.61873.69873.50873.11873.00873.41873.80874.23875.02875.90874.77874.03872.74871.93872.09871.81871.49871.25871.17871.21871.78872.21872.41872.26872.6373.22869.49869.53869.33869.00868.70868.87869.53870.36870.76871.32872.22872.49873.06873.59872.58872.02871.46871.22870.88870.09869.70869.78870.06870.46870.24869.79871.01873.37872.25871.81871.79871.02870.34869.89869.21868.46868.25868.61868.95869.17868.94868.40868.64868.08867.54867.57868.04868.52869.44870.13870.85871.39871.76872.34873.35873.27872.59872.02871.53871.32870.86869.88869.09868.17867.39866.82867.27868.13867.9966.52867.00866.80866.55867.49868.33869.12870.05870.76871.15871.40872.10872.65872.83872.85872.54872.23871.75871.20871.11870.46869.73869.05868.16867.22866.14865.42864.97866.82867.25867.34868.14869.12869.92870.96871.32871.52871.81872.16872.32873.26873.57872.63871.78871.77871.96872.19871.92871.04869.98869.25868.51868.28867.3565.86866.55868.25868.77869.40870.18871.44872.30872.49871.91871.42871.50872.22873.36874.40873.19871.99871.09870.76871.24871.62872.20871.76871.06870.46869.31867.32866.43866.80868.28870.15870.96871.60872.05871.31870.48870.51871.03872.09873.30875.13874.50873.00871.79870.68870.00869.89870.12870.70870.60869.81868.32867.21867.64869.08867.69867.51868.24869.15869.47869.59870.49870.56870.93871.82872.95872.46871.65871.30871.06871.69871.52870.46869.31868.52868.78869.34870.03870.96870.50870.00869.69869.53870.64871.81872.12871.45871.11871.52871.84871.34871.40871.52870.78870.18870.60871.05871.50872.02873.03872.67872.16872.24871.75871.07870.83871.13871.17871.38871.49871.59872.33873.28874.45875.18874.32873.48873.47872.95872.72872.95872.88873.26874.24874.33875.06874.61873.91873.68874.11874.28874.77875.04875.20874.10874.13874.40874.38873.74874.47875.36874.34874.52873.68872.67871.68872.52872.65873.27873.37873.13873.53871.46872.98873.40872.623871.93873.12873.23872.92871.28873872871
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875874874873872874875872871872870871SEE SHEET C101MATCH LINEMATCH LINE104096HOSPRIVATE PONDGEM/CEJ DDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C100 Existing Conditions Plan.dwg - C101Modified / By: October 7, 2022 11:22:01 AM / ecarsonPlotted / By: October 7, 2022 11:25:27 AM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONAECDATE MARKREVISIONS BYCERTIFIED: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: 317.849.5942EXISTING CONDITIONS / DEMO PLANC101GRAPHIC SCALE( IN FEET ) 1" = 50 FTSEE SHEET C101NOTESBENCHMARK DATAORIGINATING BENCHMARK:BENCHMARK ELEVATIONS FOR THIS PROJECT WEREDERIVED USING THE NATIONAL GEODETIC SURVEYONLINE POSITIONING USER SERVICE (O.P.U.S) AND AREREFERENCED TO THE NAVD '88 DATUM.LEGENDEXISTING FEATURESWATER MAINOVERHEAD ELECTRICAL LINEGAS MAINSANITARY SEWERSTORM SEWERCONTOURNORMAL WATER ELEVATIONWATER FLOWLINEFENCE LINETREE LINEFIRE HYDRANTWATER VALVEGAS VALVEPOWER POLEGUY ANCHORDENOTES CONSTRUCTION LIMITSDEMO FEATURESAREA TO BE REMOVEDEXISTING LINEAR FEET OF OBJECTTO BE REMOVEDWOHEGSD870YWVGVP.W.P.HORIZONTAL DATUMHORIZONTAL DATUM SHALL BE BASED ON INDIANA STATEPLANE COORDINATES, NAD83 EAST PROJECTION.NOTE:THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRMMAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.
CHK_PT 14CHK_PT 14CHK_PT 14PROPOSED POND3.10 AC.N.P. ELEV.=861.002 YEAR ELEV.=861.5710 YEAR ELEV.=861.98100 YEAR ELEV.=863.00BOTTOM ELEV.=846.00DATE MARKREVISIONS BYCERTIFIED: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: 317.849.5942C200104096HOSPRIVATE PONDGEM/CEJ DDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C200 Site Development Plan.dwg - C200Modified / By: October 7, 2022 11:21:37 AM / ecarsonPlotted / By: October 7, 2022 11:25:46 AM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONAEC 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.E.M.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 SECTIONT.A.C.HORIZONTAL DATUMHORIZONTAL DATUM SHALL BE BASED ON INDIANA STATEPLANE COORDINATES, NAD83 EAST PROJECTION.ORIGINATING BENCHMARKNOTE:THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRMMAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.DENOTES CONSTRUCTION LIMITS
M
WV
MM
839.30
STI18RCP
841.40
STI 24CMP
837.73
STI 24" CLAY TILE
836.87
STI 24"CMP
868
867
866
8658
6
4
86
3
862
861
860
859
859
85
8
857
856
855
8
5
4
85
3
85
2
8
51
8
50
8
4
9
84
8
847
846
8458448
4
3842843844
843842
841 840
84
4
843
842 841 840
839
835
836
837 838
84
5
842
841841842
842
84
48458458468478488498508518528458468478478488498508518528
5
3
8558568
5
785
8 8578578588568
5
4855 852
85
3
848849850
85
1
85
4
855
85
6
85
9
8
6
0
8
61
8
6
2863864865
866867869868870
871
869
868
867
866
8
6
5
8
6
4
86
3 866865866
867
86
8
868 869870869868867866
86
5
8
6
4
865
866
866867
867
868
869
870
871
872
873
8
6
3
862
86186086
0
85
9
858
857
85
6
85
5 8608
5
9
8
5
8
859
860
861
862
863
864
865
866
867868
18" RCP
Inv=839.30
Beehive Inlet
TC=840.36
W: 18"RCP, Inv=N/A
S: Pipe Not Visible
Pipes Under Water and Silt,
Bottom of Structure=836.76
Inlet
TC=841.12
S: 18"HDPE, Inv=836.67
6"-8" HAND
LAID RIP-RAP
6"-8" HAND
LAID RIP-RAP
N89°51'58"E 1145.18'S0°20'13"W 566.06'PROPOSED POND
3.10 AC.
N.P. ELEV.=861.00
2 YEAR ELEV.=861.57
10 YEAR ELEV.=861.98
100 YEAR ELEV.=863.00
BOTTOM ELEV.=846.00
401
400
10
1
L
.
F
.
0
.
7
2
%
21
"
R
.
C
.
P
.
C
L
A
S
S
I
I
I
EMERGENCY SPILLWAY28.0'5.00%5.00%30.0'
6" THICK CONC.
SPILLWAY END SECTION #400STA. 0+21OUTLET CONTROL #401STA. 1+21TC=863.00101 L.F. 0.72%
21" R.C.P. CLASS III
UP INV.=855.73
DOWN INV.=855.00END SECTION #400STA. 0+21TOP OF DAM
ELEV.= 865.00
30' WIDE TOP
4
1
3
1
3
1
BOTTOM OF
LAKE 849.00
100 YR = 863.00
NORMAL POOL = 861.00
100 YR HGL
24" THICK, 6'x6' CONCRETE
ANTI-SEEP COLLAR
EXISTING GRADE
PROPOSED GRADE
400
401
END SECTION
OUTLET CONTROL SEE DETAIL
856.79
863.00 R-4884
21 NW 855.00
21 SE 855.73 0.72%
401-400 21"100.75'0.72%R.C.P.DATE MARKREVISIONSBYCERTIFIED: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.SITE DEVELOPMENT PLANC201
104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C200 Site Development Plan.dwg - C201Modified / By: October 26, 2022 4:44:00 PM / ecarsonPlotted / By: October 26, 2022 4:50:02 PM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONREVISED PER CITY OF CARMEL REVIEW COMMENTS092322AEC50'25' 50'0
1" = 50 FT
MATCH LINEMATCH LINE
C201AC201A
E.M.
POWER POLE
LIGHT POLE
ELECT. TRANSFORMER
ELECT. PEDESTAL
ELECT. METER
GUY WIRE
TELEPHONE ACCESS COVER
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
CABLE T.V. POLE
P.W.P.
E.P.
E.T.
T.P.
T
CABLE T.V. PEDESTAL
TRAFFIC SIGNAL POLE
TRAFFIC MANHOLE
TRAFFIC CONTROL BOX
GAS VALVE
GAS METER
GAS MARKER
WATER METER
WATER VALVE
FIRE HYDRANT
MAILBOX
GM
C.O.
T.C.B.
TV.P.
M
(M)
(R)
M.B.
SANITARY CLEANOUT
STORM SEWER LINE; MANHOLE & END SECTION
CURB INLET
BEEHIVE OR ROUND INLET
SQUARE FLAT INLET
FENCE LINE
MEASURED
RECORDED
PLATTED
NO ACCESS EASEMENTN.A.E.
(P)
FLOW LINE
BURIED ELECTRIC LINE
OVERHEAD ELECTRIC LINES
BURIED TELEPHONE LINE
OVERHEAD TELEPHONE LINE
BURIED CABLE T.V. LINE
OVERHEAD CABLE T.V. LINE
GAS LINE
WATER LINE
SANITARY SEWER LINE; MANHOLE
PROPOSED STORM LINE, MANHOLE & END SECTION
T.A.C.
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.
DRAINAGE SUMMARY
OVERALL
Site Acreage=+/-35.3 ac.
Offsite/Upstream Acreage=None
Allowable Release Rate:
10yr = 3.53 c.f.s. 100yr = 10.59 c.f.s.
Post Developed Release Rate:
10 yr = 2.19 c.f.s. 100 yr = 10.26 c.f.s.
Is the primary water quality treatment for the development as planned in the Master Plan - NO
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A
*Minimum length of vegetated swale treatment as required by the Master Plan - N/A
Is the primary water quantity treatment for the development as planned in the Master Plan - NO
*If YES, provide the following information:
Total Master Plan contributing watershed = N/A Ac.
Total Watershed Currently Built (or Approved) contributing to this system = N/A Ac.
Total watershed from N/A contributing to the system = N/A Ac.
Total watershed available in the system post-project = N/A Ac.
Is the entire BMP treatment train to an outlet point being constructed with this section - YES
If NO, provide the following information:
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
1.THE UTILITIES SHOWN ON THESE PLANS AND ON THE TOPOGRAPHICAL SURVEY MAY NOT BE A COMPLETE REPRESENTATION OF
THE EXISTING UTILITIES ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE
ENGINEER AND/OR SURVEYOR SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPLIED,
OR NOT SHOWN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING IN SERVICE ALL EXISTING UTILITIES
ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CAN BE
REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE
CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER.
3.BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE
CONTRACTOR.
4.THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS AND CITY BENCH
MARKS, SUCH AS STONES, PIPES, OR OTHER MONUMENTS ENCOUNTERED. IF THE CONTRACTOR MUST RELOCATE THE PROPERTY
MARKERS OR MONUMENTS THEIR LOCATION SHALL BE REFERENCED BY A REGISTERED LAND SURVEYOR AND THE OWNER
NOTIFIED BEFORE MOVING. ALL PROPERTY MARKERS AND MONUMENTS RELOCATED DURING CONSTRUCTION SHALL BE
RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE
MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ON TO OTHER SITES, RIGHT-OF-WAYS, PUBLIC OR
PRIVATE STREETS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE CONTRACTOR MUST CLEAN DAILY IF NECESSARY.
6.ROADWAY SURFACING AND BASE MATERIALS, OR ANY OTHER PROPERTY REMOVED OR DAMAGED, SHALL BE REPLACED OR
REPAIRED AS PROVIDED FOR IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS.
7.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL
DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. EVERY EFFORT SHALL BE MADE BY THE
CONTRACTOR TO PROVIDE FOR ACCESS TO THE RESIDENCES ACROSS THE WORK AREA.
8.INFORMATION ON DETAIL DRAWINGS TAKES PRIORITY OVER ALL GENERAL DRAWINGS AND SCHEDULES. CONFLICTS SHALL BE
RESOLVED ACCORDINGLY, PRIOR TO ANY CONSTRUCTION OR INSTALLATION. EXACT BUILDING DIMENSIONS SHALL BE VERIFIED
WITH ARCHITECTURAL PLANS BY CONTRACTOR.
9.WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF
EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN
TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS.
10.WHERE CONNECTIONS ARE MADE TO EXISTING MANHOLES OR BOX INLETS, THAT STRUCTURE SHALL BE REHABILITATED. THIS
REHABILITATION SHALL INCLUDE THE INSTALLATION OF BENCH WALLS, AS WELL AS PRESCRIBED MEASURES TO ELIMINATE THE
POTENTIAL FOR MIGRATION OF BACKFILL MATERIALS INTO THE STORMWATER SYSTEM.
11.FOR CLARITY OF THESE DRAWINGS, PIPES AND STRUCTURES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED.
12.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION
SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS FROM ACTUAL FIELD DIMENSIONS, THE
CONTRACTOR SHALL CONTACT THE ENGINEER.
13.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE
FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED
PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF
EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW
ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
15.ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY
SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS
SEED HAS BEEN PLANTED.
16. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTOR,
SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING
CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE.
17. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACK FILLED WITH GRANULAR BACK FILL.
18.ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS
OTHERWISE NOTED.
19.ANY FUTURE BUILDINGS/STRUCTURES IN THE SURROUNDING VICINITY OF THE POND SHALL HAVE A MFPG & MLAG OF 865.00.
20.MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 1 FOOT
ABOVE ANY ADJACENT 100-YEAR LOCAL FLOOD ELEVATIONS OR 2 FEET ABOVE ANY ADJACENT 100-YEAR REGIONAL FLOOD
ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER
STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.
21.THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM MAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.
22.STORM SEWERS FOR THIS PROJECT SHALL BE PRIVATE.
23.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
24.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL
BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
25.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE
START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
26.ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM
SYSTEM (WHERE APPLICABLE) WITH A POSITIVE OUTFLOW.
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83 EAST PROJECTION.
DENOTES CONSTRUCTION LIMITS
Key Trench - an 8 foot wide key trench that extends a minimum of
3 feet into the existing soils shall be constructed of geotechnical
engineer approved suitable soils along the entire length of the
embankment of the pond and installed in 1 foot lifts to a minimum
of 95 percent of the soils maximum dry density in accordance with
ASTM D-698.REVISED PER CITY OF CARMEL REVIEW COMMENTS102622AEC
87
3
8
7
2
871
8
7
0
86987387
2
87187086986
8
86
7
866
865864
8
6
3
869
8
6
5866 867868
869
870
871
872
873
874
875
875874
874
873
872874875
872871872870871
PROPOSED POND
3.10 AC.
N.P. ELEV.=861.00
2 YEAR ELEV.=861.57
10 YEAR ELEV.=861.98
100 YEAR ELEV.=863.00
BOTTOM ELEV.=846.00 DATE MARKREVISIONSBYCERTIFIED: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.SITE DEVELOPMENT PLANC201A
104096HOSPRIVATE PONDGEM/CEJ DDO CLAY TOWNSHIPHAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C200 Site Development Plan.dwg - C201AModified / By: October 26, 2022 4:44:00 PM / ecarsonPlotted / By: October 26, 2022 4:50:09 PM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONREVISED PER CITY OF CARMEL REVIEW COMMENTS092322AEC50'25' 50'0
1" = 50 FT
MATCH LINEMATCH LINE
C201C201
1.THE UTILITIES SHOWN ON THESE PLANS AND ON THE TOPOGRAPHICAL SURVEY MAY NOT BE A COMPLETE REPRESENTATION OF THE EXISTING UTILITIES ON AND
AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER AND/OR SURVEYOR SHALL NOT BE HELD LIABLE FOR ANY
INACCURATE UTILITY INFORMATION INDICATED, IMPLIED, OR NOT SHOWN.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS
OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE
REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER.
3.BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR.
4.THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS AND CITY BENCH MARKS, SUCH AS STONES, PIPES, OR
OTHER MONUMENTS ENCOUNTERED. IF THE CONTRACTOR MUST RELOCATE THE PROPERTY MARKERS OR MONUMENTS THEIR LOCATION SHALL BE REFERENCED BY A
REGISTERED LAND SURVEYOR AND THE OWNER NOTIFIED BEFORE MOVING. ALL PROPERTY MARKERS AND MONUMENTS RELOCATED DURING CONSTRUCTION SHALL BE
RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR
WIND BLOWN FROM THE SITE ON TO OTHER SITES, RIGHT-OF-WAYS, PUBLIC OR PRIVATE STREETS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE CONTRACTOR MUST CLEAN
DAILY IF NECESSARY.
6.ROADWAY SURFACING AND BASE MATERIALS, OR ANY OTHER PROPERTY REMOVED OR DAMAGED, SHALL BE REPLACED OR REPAIRED AS PROVIDED FOR IN THE
SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS.
7.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
STATE, COUNTY, CITY OR LOCAL AGENCIES. EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO PROVIDE FOR ACCESS TO THE RESIDENCES ACROSS THE WORK
AREA.
8.INFORMATION ON DETAIL DRAWINGS TAKES PRIORITY OVER ALL GENERAL DRAWINGS AND SCHEDULES. CONFLICTS SHALL BE RESOLVED ACCORDINGLY, PRIOR TO
ANY CONSTRUCTION OR INSTALLATION. EXACT BUILDING DIMENSIONS SHALL BE VERIFIED WITH ARCHITECTURAL PLANS BY CONTRACTOR.
9.WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND
ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN
THAT SHOWN ON THE DRAWINGS.
10.WHERE CONNECTIONS ARE MADE TO EXISTING MANHOLES OR BOX INLETS, THAT STRUCTURE SHALL BE REHABILITATED. THIS REHABILITATION SHALL INCLUDE THE
INSTALLATION OF BENCH WALLS, AS WELL AS PRESCRIBED MEASURES TO ELIMINATE THE POTENTIAL FOR MIGRATION OF BACKFILL MATERIALS INTO THE
STORMWATER SYSTEM.
11.FOR CLARITY OF THESE DRAWINGS, PIPES AND STRUCTURES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED.
12.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS FROM
ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER.
13.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL
REQUIREMENTS, WHICHEVER HAS JURISDICTION.
14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT,
THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT
MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
15.ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED/SEEDED AREAS SHALL HAVE A
MINIMUM OF 4" OF TOPSOIL. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED.
16.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED
EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE.
17.ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACK FILLED WITH GRANULAR BACK FILL.
18.ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED.
19.ANY FUTURE BUILDINGS/STRUCTURES IN THE SURROUNDING VICINITY OF THE POND SHALL HAVE A MFPG & MLAG OF 865.00.
20.MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 1 FOOT ABOVE ANY ADJACENT 100-YEAR LOCAL
FLOOD ELEVATIONS OR 2 FEET ABOVE ANY ADJACENT 100-YEAR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES,
WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.
21.THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM MAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.
22.STORM SEWERS FOR THIS PROJECT SHALL BE PRIVATE.
23.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
24.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS
THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES
REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
25.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT. THE CONTRACTOR
IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE
RIGHT-OF-WAY.
26.ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SYSTEM (WHERE APPLICABLE) WITH A
POSITIVE OUTFLOW.
E.M.
POWER POLE
LIGHT POLE
ELECT. TRANSFORMER
ELECT. PEDESTAL
ELECT. METER
GUY WIRE
TELEPHONE ACCESS COVER
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
CABLE T.V. POLE
P.W.P.
E.P.
E.T.
T.P.
T
CABLE T.V. PEDESTAL
TRAFFIC SIGNAL POLE
TRAFFIC MANHOLE
TRAFFIC CONTROL BOX
GAS VALVE
GAS METER
GAS MARKER
WATER METER
WATER VALVE
FIRE HYDRANT
MAILBOX
GM
C.O.
T.C.B.
TV.P.
M
(M)
(R)
M.B.
SANITARY CLEANOUT
STORM SEWER LINE; MANHOLE & END SECTION
CURB INLET
BEEHIVE OR ROUND INLET
SQUARE FLAT INLET
FENCE LINE
MEASURED
RECORDED
PLATTED
NO ACCESS EASEMENTN.A.E.
(P)
FLOW LINE
BURIED ELECTRIC LINE
OVERHEAD ELECTRIC LINES
BURIED TELEPHONE LINE
OVERHEAD TELEPHONE LINE
BURIED CABLE T.V. LINE
OVERHEAD CABLE T.V. LINE
GAS LINE
WATER LINE
SANITARY SEWER LINE; MANHOLE
PROPOSED STORM LINE, MANHOLE & END SECTION
T.A.C.
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.
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83 EAST PROJECTION.
DENOTES CONSTRUCTION LIMITS REVISED PER CITY OF CARMEL REVIEW COMMENTS102622AEC
EMBANKMENT CENTERLINESCALE: 1"=50' HOR. 1"=5' VERT.860870860870864.5865.03863.7863.92862.8862.961+00861.8863.25860.6864.44859.2865.00857.9865.012+00856.7865.01856.9865.01858.0865.02859.6865.023+00860.9865.31862.3865.72864.0866.37PROPOSED GRADEEXISTING GRADEBOTTOM OFLAKE 849.00100 YR = 863.00NORMAL POOL = 861.00SPILLWAYELEV.=863.00TOP OF DAM ELEV.=865.003141T.O.B.ELEV.=865.0TB=865.05:15:1863.0TB=865.028.0'41EXISTING GRADE18" CLAY LINER18" CLAY LINERKey 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.8'3'DATE MARKREVISIONS BYCERTIFIED: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: 317.849.5942C202104096HOSPRIVATE PONDGEM/CEJ DDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C200 Site Development Plan.dwg - C202Modified / By: October 7, 2022 11:21:37 AM / ecarsonPlotted / By: October 7, 2022 11:26:14 AM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONAECAAPPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH R-2"A""A""B""B"DIA.EWALLDSKIRTWALLDIA.WALL0.0519'DIA.+1BCWALLR-1DIA.1 1/2"RDIA.1 1/2"RR-1SKIRT3 1/23 1/244R-29111213R-110 1/1612 1/215 1/216 1/8DIA. +113161922E24303642D72 7/8737373C48 1/8464638B24272735A4699WT. SEC5307409901280G or T1 1/222 1/22 1/4WALL22 1/42 1/22 3/4DIA.121518212 YEAR ELEV.=861.5710 YEAR ELEV.=861.98100 YEAR ELEV.=863.00LAKE BOTTOM=849.00T.O.B.ELEV.=865.0N.P.=861.00413110' SAFETY LEDGE10' SAFETY LEDGE21" R.C.P.PIPE7" Ø ORIFICEINV.=861.0018"W x 9"H ORIFICEINV.=861.6036"6"6"4"3"4"6"6"6"6"6"STRUCTURE TO BE INSTALLED ON6" COMPACTED #8 AGGREGATE4"36"6"6"6"6"36"6"6"6"6"21" R.C.P.PIPE4"NEENAH R-4884(SEE DETAIL, SHEET C802)N.P.=861.00100-YR EL.=863.00TOP OF STR.=863.0010-YR EL.=861.982-YR EL.=861.57ELEVATIONOUTLET CONTROL STR. #401 DETAILNOT-TO-SCALEINV.=855.73PLAN21" R.C.P.PIPE7" Ø ORIFICEINV.=861.0036"6"6"4"3"4"6"6"6"6"6"STRUCTURE TO BE INSTALLED ON6" COMPACTED #8 AGGREGATENEENAH R-4884(SEE DETAIL, SHEET C802)N.P.=861.00TOP OF STR.=863.00FRONTKey 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-698.3'100-YR EL.=863.0010-YR EL.=861.982-YR EL.=861.5718"W x 6"H ORIFICEINV.=862.0018"W x 9"H ORIFICEINV.=861.6018"W x 6"H ORIFICEINV.=862.00INV.=855.73LAKE CROSS SECTIONNOT-TO-SCALEPRECAST CONCRETEEND SECTION DETAILNOT-TO-SCALETYPICAL SWALE DETAILNOT-TO-SCALECROSS SECTION EMERGENCYSPILLWAY DETAILNOT-TO-SCALE
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874873872874875872871872870871DATE MARKREVISIONS BYCERTIFIED: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: 317.849.5942C300A104096HOSPRIVATE PONDGEM/CEJ DDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C300AModified / By: October 7, 2022 11:21:45 AM / ecarsonPlotted / By: October 7, 2022 11:26:44 AM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONAEC 1" = 50 FTLEGENDDENOTES SILT FENCEDENOTES CONSTRUCTION LIMITSHORSESHOE ROCK CHECK DAM - SEEDETAIL SHEET C310SFNOTES1. ADDITIONAL EROSION CONTROL MEASURES MAYBEREQUIRED IN THE FIELD BY THE IDEM, MCSW, AND/OR THECITY INSPECTOR.2. ALL PROPOSED EROSION CONTROL PLANS AND SEDIMENTCONTROL SHALL BE IN CONFORMANCE WITH CHAPTER 600OF THE CITY INDIANAPOLIS STORMWATER SPECIFICATIONSMANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THEPLANS AND THE MANUAL SHALL NOT ALLEVIATE THECONTRACTOR FROM ADHERING TO THE REQUIREMENTS ASSET FORTH IN THE MANUAL.3. PORTABLE TOILETS MUST BE ANCHORED4. THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OFMATERIALS IN THE STREET.5. SILT FENCE LOCATED AROUND THE ENTIRE SITE ANDINSPECTED WEEKLY.6. DUMPSTER MUST BE COVERED WITH TRAP OR LID ANDSECURED.MATCH LINEMATCH LINEC300C300ORIGINATING BENCHMARKBENCHMARK ELEVATIONS FOR THIS PROJECT WERE DERIVEDUSING THE NATIONAL GEODETIC SURVEY ONLINE POSITIONINGUSER SERVICE (O.P.U.S) AND ARE REFERENCED TO THE NAVD'88 DATUM.HORIZONTAL DATUMHORIZONTAL DATUM SHALL BE BASED ON INDIANA STATEPLANE COORDINATES, NAD83 EAST PROJECTION.NOTE:THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRMMAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.
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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 DATE MARKREVISIONSBYCERTIFIED: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: October 26, 2022 4:44:08 PM / ecarsonPlotted / By: October 26, 2022 4:55:25 PM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONREVISED PER CITY OF CARMEL REVIEW COMMENTS092322AEC 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
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.
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83 EAST PROJECTION.
NOTE:
THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM
MAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.
o o oo o oo o o
o o o
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2
871870869868
867 867868
869
870
871
872
873
874
875
875874
874
873
872874875
872871872870871 DATE MARKREVISIONSBYCERTIFIED: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: October 26, 2022 4:44:08 PM / ecarsonPlotted / By: October 26, 2022 4:55:32 PM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONREVISED PER CITY OF CARMEL REVIEW COMMENTS092322AEC 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
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.
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83 EAST PROJECTION.
NOTE:
THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM
MAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.
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860
859
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85
8
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8
5
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3
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5
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6
2863864865
866867869868870871
869
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867
866
8
6
5
866865866
867
86
8
868 86987086986886786686
5
8
6
4
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86686
7
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870
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872
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7
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85
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5 8608
5
9
8
5
8
859
860
861
862
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864
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868
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6
5866 DATE MARKREVISIONSBYCERTIFIED: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: October 26, 2022 4:44:08 PM / ecarsonPlotted / By: October 26, 2022 4:50:28 PM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONREVISED PER CITY OF CARMEL REVIEW COMMENTS092322AEC 1" = 50 FT
LEGEND
DENOTES
CONSTRUCTION
LIMITS
DENOTES SEEDING W/FIBER
BLANKET VMAX SC250 BY NORTH
AMERICAN GREEN
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
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.
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83 EAST PROJECTION.
NOTE:
THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM
MAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.REVISED PER CITY OF CARMEL REVIEW COMMENTS102622AEC
o o oo o oo o o
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875874
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872874875
872871872870871
5002
875.73
M4C_WEIHE UP0.1'
5003
875.75
M4_FND UP0.3'867.02
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86
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02875.90874.77874.03872.74871.
93
872.09871.81871.49871.25871.17871.21871.78872.21872.41872.2
6
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6
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09
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4
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6
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17
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871.53871.32870.86869.8
8
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00866.80866.5
5867.49868.33869.12870.
05870.76871.15871.40872.10872.6
5872.83872.85872.54872.23871.75871.20871.11870.46869.73869.
05
868.16867.22866.14865.42867.25867.34868.14869.12869.92870.96871.32871.52871.81872.
16872.32873.26873.57872.63871.78871.77871.96872.19871.92871.0
4
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6871.60872.05871.31870.48870.51871.03872.09873.30875.13874.50873.00871.79870.68870.00869.89870.1
2
870.70870.60869.81868.32867.21867.69867.51868.24869.15869.47869.59870.49870.56870.93871.82872.95872.46871.65
871.30871.06871.69871.52870.46869.31868.52868.78869.34870.50870.00869.69
869.
53870.64871.81872.12
871.45871.11871.52871.84871.34
871.40871.52870.78870.18870.60871.05871.50872.67872.16872.24871.75871.07870.8
3871.13871.17871.38871.49871.59872.33873.28874.45875.18874.32873.48873.47872.95872.72872.95
872.88873.26874.24874.33875.0
6
874.61873.91874.11875.04875.20874.10874.13874.40874.38873.74874.47875.
36
874.34874.52872.52872.
65
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387387
2
87187086986
8
867 867868
869
870
871
87
2
873
874
875
875874
874
873
872874875
872871872870871 DATE MARKREVISIONSBYCERTIFIED: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: October 26, 2022 4:44:08 PM / ecarsonPlotted / By: October 26, 2022 4:50:35 PM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONREVISED PER CITY OF CARMEL REVIEW COMMENTS092322AEC 1" = 50 FT
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
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.
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83 EAST PROJECTION.
NOTE:
THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM
MAP NO. 18057CO208G DATED NOVEMBER 19TH, 2014.
LEGEND
DENOTES
CONSTRUCTION
LIMITS
DENOTES SEEDING W/FIBER
BLANKET VMAX SC250 BY NORTH
AMERICAN GREEN
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.REVISED PER CITY OF CARMEL REVIEW COMMENTS102622AEC
STATION 0+00850855860850855860STATION 0+5855860865855860865STATION 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MARKREVISIONS BYCERTIFIED: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: 317.849.5942C303104096HOSPRIVATE PONDGEM/CEJ DDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C303Modified / By: October 7, 2022 11:21:45 AM / ecarsonPlotted / By: October 7, 2022 11:27:23 AM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONAECHOSS BUILDING GROUPPERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:(317) 823-9788NIGEL HOSSIRSAY PONDSECTION A - CONSTRUCTION PLAN - GENERAL PLAN COMPONENTSA1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLANC300 - Initial Storm Water Pollution Prev. PlanC301 - Temporary Storm Water Pollution Prev. PlanC302 - Permanent Storm Water Pollution Prev. PlanC303 - C305 - Storm Water Pollution Prevention Plan Specs.A2 - VICINITY MAPSee C001 - Cover Sheet for a vicinity map.A3 - PROJECT NARRATIVEThis 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 COORDINATESLAT: 39° 57' 29.24" NLONG: 86° 11' 04.93" WA5 - LEGAL DESCRIPTION OF PROJECT SITEPart 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/NAMESSee Appendix B in the O & M Manual for an 11" x 17" copy of the Final Plat.A7 - 100-YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGESNo portion of this site is located within a Special Flood Hazard Area (Zone AE). This information was obtained from Flood Insurance Rate Map (FIRM) Panel18057C0208G 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 USENorth: ResidentialEast: ResidentialSouth: ResidentialWest: ResidentialA9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL:No known TMDL report is available.A10 - IDENTIFICATION OF ALL RECEIVING WATERSThe 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 waterof 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) FORWHICH IT IS IMPAIREDThe site outlets to William Creek, which is not on the 303(d) list.A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPESSoil 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 PROJECTSITE.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 FORCONSTRUCTION ACTIVITIESIDEM Construction Stormwater General Permit.A15 - IDENTIFICATION OF EXISTING VEGETATIVE COVERExisting site consists of fencing, grass, brush and trees.A16 - EXISTING SITE TOPOGRAPHYSee Sheet C100 - Existing Conditions / Demolition Plan for existing site topography.A17 - LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITESee 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 WATERSee 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 STRUCTURESSee 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 OFSTORMWATER MANAGEMENT.NoneA21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS,SINKHOLES, OR KARST FEATURES;NoneA22 - SIZE OF THE PROJECT AREA28.70 AcresA23 - TOTAL EXPECTED LAND DISTURBANCE22.173 AcresA24 - PROPOSED FINAL TOPOGRAPHYSee Sheets C200-C201A - Site Development Plan for proposed site topography.A25 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREASSee Sheets C200-C201A - Site Development Plan and Sheets C300 - C302A - Storm Water Pollution Prev. Plans for location(s) and approximate boundaries ofdisturbances.A26 - LOCATIONS, SIZE, AND DIMENSIONS OF PROPOSED STORMWATER DRAINAGE SYSTEM SUCH AS CULVERTS, STORMWATER SEWER,AND CONVEYANCE CHANNELSSee 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 SITESee 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 AREASThere will be no Stockpiles on this project.A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECTSee 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, STREAMCROSSINGS AND PUMP AROUNDS.There are no planned in-stream activities for this project.SECTION B - STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENTB1 - DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS, INCLUDING ALL POTENTIALNON-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 material3. Fuel storage areas and fueling stations4. Exposed soils5. Leaking vehicles and equipment6. Sanitary waste from temporary toilet facilities7. Litter8. Windblown dust9. Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development ofthe site.10. Structural fill11. Concrete drainage pipe12. Precast concrete manholesB2 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONSConstruction 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 STABILIZATIONSee 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 seemixtures, application rate and anchoring method for mulch, and erosion control blanket installation specifications.B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREASThe 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 AREASSheet 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 orgreater (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 MEASURESThe 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 SPECIFICATIONSRip-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 SPECIFICATIONSErosion 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 MEASUREThe project site owner and/or designated representative(s) shall refer to Section 3.6 - Performance Standards - Monitoring and Project ManagementRequirements of the IDEM Construction Stormwater General Permit for minimum requirements for self-monitoring inspections. Additional measures arelisted 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 conveyedinto 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 thestone 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 thedam.• Once the contributing drainage area has been permanently stabilized, remove water and sediment from the basin, remove the dam, disposing of the rock indesignated 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 wellintermixed; 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 forassistance.)• 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 ACTIVITIESThe 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 contractorand/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 informationcenter is shown on Sheet C300 & C301. The posting information center is the location where a copy of the approved Construction Stormwater GeneralPermit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be located. The contractor shall proceed to construct the constructionentrance 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 themaintenance 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 byEnviroguard, 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 fenceinstallation 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 thedrop 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 constructionlimits 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 forErosion 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 erosioncontrol 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 illustratedon 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 siteconditions 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 LOTSSee detail Sheet C305B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1:Material Handling and Spill PreventionDischarge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator isrequired to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description ofthe 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 preventfuture 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 theyhave submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight ofthe 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 DirectionsIn 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 theconstruction 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'sOffice, local fire department and IDEM.Alert Procedures for Spills1. 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:xTime of the observation of the spillxLocation of the spillxIdentity of the material(s) spilledxProbable source of the spillxProbable time of the spillxVolume and duration of the spillxCurrent and anticipated movement of the spillxCurrent weather conditionsxPersonnel at the scene of the spillxAction(s) initiated by personnelxNotify the following agencies at the contact numbers listed below: local fire department, local police department, local soil & waterconservation district, local department of public works or stormwater/MS4 department.xNotify waste recovery contractor, maintenance personnel, and/or other contracted personnel as necessary for spill cleanup.xCoordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated.xCooperate with the IDEM Office of Land Quality Emergency Response or procedures and reports involved with the spill event.Contact NumbersEmergency Response 911Carmel Engineering Department (317) 517-2441Carmel Fire Department (317) 571-2600Carmel Utilities (317) 571-2645Indiana Department of Natural Resources (317) 232-4200Indiana Department of Environmental Management (317) 232-8603Hamilton County Surveyor's Office (317) 776-8495IDEM 24-Hour Emergency Spill Line (888) 233-7745 or (317) 233-7745Cleanup Parameters1. The Owner shall be kept continually informed during cleanup. Listings of qualified contractors and available vacuum trucks, tank pumpers, availableabsorbant 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 beinformed 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 DisposalNo solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, includingdisposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptiedperiodically 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 WasteWhenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in themanner 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. Thelocation of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of thefacility.Dust Control/Off-site Vehicle TrackingDuring construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should bestabilized 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 minimizethe amount of soil and mud that is tracked into existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removedat a frequency sufficient to minimize offsite impacts.Sanitary/SepticContractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall beprovided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all constructionpersonnel 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 saidfacilities.Water SourceWater used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private wellapproved by the State or local health department.Equipment Fueling and Storage AreasEquipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area). Leaking equipment and maintenance fluidswill 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 StorageChemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is notresealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areaswithin 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 MaterialsSpill Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on properhazardous materials storage and handling procedures. The location of any hazardous material storage areas should be indicated on the stormwater pollutionprevention plan by the operator following on-site location of the storage areas.SECTION C - STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENTC1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USEThe proposed land use will consist of multi-family residential townhomes. The pollutants and sources of each pollutant normally expected from these typesof land uses are listed below:Pollutant Source: Passenger vehicles, delivery vehicles, and trucksType 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 materialsPollutant Source: ResidenceType of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofingsystemPollutant Source: Trash dumpsterType of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distributions operations), uneaten food products,bacteriaPollutant Source: RoadwayType 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 watertemperatures from contact with impervious surfacesPollutant Source: Lawn and landscape areasType 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 pollutantsinclude 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 swaleswill 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 priorto 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 inletcastings 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 stormwatermeasures.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 stormsewer system. Grade and prepare subsoil. Apply and grade planting soil (Matching design grades is crucial because aquatic plants can be very sensitive todepth). 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 theHome Owners Association is established. Utilizing procedures outline in the O&M manual for Post Construction water quality measures. At that point saidassociation shall assume all maintenance responsibilities. The maintenance guidelines consist mostly of good housekeeping measures. Any grassed orvegetated areas that experience erosion from rainfall events should be repaired and revegetated as soon as possible. Trash or litter should be picked up andproperly 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 establishingvegetation immediately, preferably by sodding, or by seeding and mulching and monitoring until suitable vegetation is established. The same measureshould 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 stormdrainage system. If the bottom of the pond receives sediment, indicated by the sediment markers, it should be cleaned out and the source found andrepaired. 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 thebasin. 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 outletshould 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 shouldbe reported to the Home Owner Association and the source determined, if possible, and removed from the site for maintenance or repair. Pavements shouldalso be monitored for sediment coming from vegetated areas that drain onto the pavement. If sediment is found it should be cleaned off the pavement, andthe source of the soil found and repaired as discussed above.LandscapingLandscaping 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 onceper 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 immediatelywatered into the soil after application.C6 - ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATERMEASURES:Hoss Homes11825 Broadway StreetIndianapolis, Indiana 46236Phone: (317) 823-9788LOCATION MAPSCALE: 1"=1,200'CLAY CENTER RdW. 116th StHOOVER RdBRIDGEWOODHIGH GROVECROOKED STICKGOLF COURSECLAY SPRINGS
MoC3BrMmB2CrACrAMmB2CrACrABrBrBrBrMmB2CrABrMoC3MmC2MmC2CrAMmB2MmB2BrMmC2MmC2MoC3BrMmB2MmB2DATE MARKREVISIONS BYCERTIFIED: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: 317.849.5942C304104096HOSPRIVATE PONDGEM/CEJ DDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C304Modified / By: October 7, 2022 11:21:45 AM / ecarsonPlotted / By: October 7, 2022 11:27:28 AM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONAECHOSS BUILDING GROUPPERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:(317) 823-9788NIGEL HOSS1-1/2'1-1/2'1 STAPLEPER SQ. YD. PER SQ. YD.1-1/2 STAPLESPER SQ. YD.2 STAPLESPER SQ. YD.3.5 STAPLESFT.150200250100502575225275AB C DAABB300175125CCCCBBD4:1 3:1 2:1 1:1 LOW MED/HIGHFLOWCHANNEL CHANNELFLOWANDSHORELINESLOPE GRADIENTSLOPE LENGTHSTABILIZATIONPRACTICEPERMANENTSEEDINGDORMANTSEEDINGSEEDINGSODDINGMULCHINGJAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. A *///////////* *///>B > B > E *////////* > F** *//////////////* >G >SEASONAL SOIL PROTECTION CHART20"2'4'4'3'2'4'3'3'6'6'3'3'STAPLE PATTERN GUIDENOT-TO-SCALEEROSION CONTROL BLANKETDEPOSIT 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 AREASAFTER ALL AREAS DRAINING TO THESE AREASREMOVAL OF SILT FENCEREMOVAL OF INLET PROTECTIONARE STABILIZEDARE STABILIZEDINLET PROTECTIONAFTER EACH INLET IS PLACEDN/AN/AINSPECT 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 THEPERENNIALS 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 MARCHIF 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 EFFICIENTAND 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 SEDIMENTTO 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 OFFICEPRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE-SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFFREMOVE 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 THEREPAIR 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 ORRESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.EROSION CONTROL MATTINGAFTER FINISH GRADINGPERMANENT SEEDINGTEMPORARY SEEDINGAFTER FINISH GRADINGAFTER ROUGH GRADINGRECOMMENDATIONS.SEED IF NECESSARY.TOPSOIL STOCKPILESILT FENCE PRIOR TO CLEANING AND GRADINGPRIOR TO CLEANING AND GRADINGOR SURROUNDED BY A SEDIMENT BARRIER.(I.E., A OR AP HORIZON).AND SEDIMENTATION.IS CAUSING THE FABRIC TO BULGE.AFFECTED PORTION IMMEDIATELY.INSTALLATION SEQUENCESTONE ENTRANCEEROSION CONTROL MEASUREPRIOR TO CLEANING AND GRADINGEROSION CONTROL NOTESTOPDRESS WITH CLEAN STONE AS NEEDED.MAINTENANCERule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weatherconditions prevent rapid germination of grass, then 2t/ac mulch will be used to ensure ground stabilization requirementsare 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/ACRED = WHEAT OR RYE 2 BUSHEL/ACREE = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.)F = SODG = 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 SODTACKIFYING Seedbed Preparation for Permanent Seeding1. Test soil to determine pH and nutrient levels. (Contact you county SWCD orCooperative 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 12-0-12analysis, or equivalent, fertilizer. Do not use phosphorous containing fertilizer (12-12-12) unless soil tests show aphosphorous 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 rakeoperated across the slope.5'-0"5'-0"2'-0"10'-0"3'-0"RIP-RAP DETAIL6"-8" RIP-RAPHANDLAIDNOT-TO-SCALEOVER GEOTEXTILE FABRICSECTION "Z"-"Z"#53 STONE6" MIN.3:1LINE WITH GEOTEXTILE WOVEN FABRICFUELING & VEHICLE MAINTENANCE AREANOT-TO-SCALEPORT-O-LETZCONCRETE WASHOUT AREACONSTRUCTIONDUMPSTERFUEL OIL TANK(DOUBLE WALL)POSTINGSIGNLOCATIONZPORT-O-LETZCONCRETE WASHOUT AREACONSTRUCTIONDUMPSTERFUEL OIL TANK(DOUBLE WALL)POSTINGSIGNLOCATIONZPORT-O-LETZCONCRETE WASHOUT AREACONSTRUCTIONDUMPSTERFUEL OIL TANK(DOUBLE WALL)POSTINGSIGNLOCATIONZPORT-O-LETZCONCRETE WASHOUT AREACONSTRUCTIONDUMPSTERFUEL OIL TANK(DOUBLE WALL)POSTINGSIGNLOCATIONZSECTION "Z"-"Z"#53 STONE6" MIN.3:1LINE WITH GEOTEXTILE WOVEN FABRICFUELING & VEHICLE MAINTENANCE AREANOT-TO-SCALESTAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSIONCONTROL BLANKETS. STAPLE PATTERNS WILL VARY DEPENDING UPONSLOPE LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE ANNUALRAINFALL.SOILS MAPN.T.S.Map Unit: Br - Brookston silty clay loamBr--Brookston silty clay loamThis 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 siltyclay 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 theupper 60 inches).The pH of the surface layer in non-limed areas is 6.1 to 7.3. This soil is hydric. Wetness is amanagement concern for crop production. This soil responds well to tile drainage.Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopesCrA--Crosby silt loam, 0 to 2 percent slopesThis is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises onuplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and hasmoderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in/hr) inthe most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are managementconcerns for crop production. This soil responds well to tile drainage.Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, erodedThis moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on sideslopes and rises onuplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and hasmoderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow(< 0.06 in/hr) in the mostrestrictive layer above 60 inches. Available water capacity is low (5.9 inches in the upper 60 inches). The pH ofthe surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and water erosion are management concerns forcrop production.Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, erodedThis moderately sloping, deep, well drained soil is on knobs and breaks along streams and drainageways onuplands. The mapped areas are irregular in shape and range from 3 to 35 acres in size.BLANKETTHE BLANKETBLANKET.BLANKETSTAPLES/STAKESBLANKETCLAY CENTER RdW. 116th St
DATEMARKREVISIONS BYCERTIFIED: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: 317.849.5942C305104096HOSPRIVATE PONDGEM/CEJ DDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C305Modified / By: October 7, 2022 11:21:45 AM / ecarsonPlotted / By: October 7, 2022 11:27:35 AM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONAECHOSS BUILDING GROUPPERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:(317) 823-9788NIGEL HOSSTOP VIEW5' MIN.NOT-TO-SCALEROCK HORSE SHOE DAM DETAIL5'2'6
DATEMARKREVISIONS BYCERTIFIED: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: 317.849.5942C306104096HOSPRIVATE PONDGEM/CEJ DDOCLAY TOWNSHIP HAMILTON COUNTY, INDIANA08/10/22File Name:S:\104096HOS\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C306Modified / By: October 7, 2022 11:21:45 AM / ecarsonPlotted / By: October 7, 2022 11:27:40 AM / Erik CarsonAPPROVAL PENDING/NOT FOR CONSTRUCTIONAECHOSS BUILDING GROUPPERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:(317) 823-9788NIGEL HOSS