Stumvoll- Full SubmissionC.I.R.F.C.M.F.I.P.F.LANDS N/F OFKELLY CLEVELANDAND GINGER CLEVELANDLIBER 1072 PAGE 152LANDS N/F OFSTRECK REALTY II, LLCBOOK 6524 PAGE 35LANDS N/F OFROBERT E. HIGLEY &LORI C. HIGLEYLIBER 680 PAGE 231LANDS N/F OFKELLY CLEVELANDAND GINGER CLEVELANDBOOK 6139 PAGE 282LANDS N/F OFKELLY CLEVELANDAND GINGER CLEVELANDBOOK 6139 PAGE 282LANDS N/F OFTHE PEOPLE OF THESTATE OF NEW YORKLIBER 642 PAGE 976LANDS N/F OFTHE PEOPLE OF THESTATE OF NEW YORKLIBER 642 PAGE 976LANDS N/F OFTHE HUMANE SOCIETY OF THEUNITED STATES WILDLIFE LAND TRUSTLIBER 1086 PAGE 102LANDS N/F OFSCOTT CLICKNERLIBER 1027 PAGE 97C.I.R.F.C.M.F.C.M.F.C.M.F.C.I.R.F.C.I.R.F.I.P.F.I.P.F.I.P.F.C.I.R.F.W W
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SFSFSFSFSF10% +/-4% +/-0-1% +/-1% +/-75' SIDE SETBACKPROPOSEDHOUSEWPROP. WELLPROP.DRIVE100' WELLSETBACKPROP.GARAGE100% RESERVEFLAGGED APA WETLANDBOUNDARYSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROPOSED SILT FENCEPROPOSED SILT FENCEPROPOSED CLEARING LIMITS40,600 SFPROPOSED CLEARING LIMITS10% +/-4% +/-0-1% +/-1% +/-1917 RIDGE ROAD 2 LOT SUBDIVISIONprepared for:SEAN STUMVOLL1917 RIDGE ROADTown of Queensbury, County of Warren, State of New York291979-01-S2LOCATION MAPSITE LOCATIONGRAPHIC SCALESUBDIVISION PLANTAX MAP # 253.-1-4Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigSafely.New YorkHutchins Engineering PLLC<ONIN) RE37IRE/ENTSTO9N OF 37EENSB7R;RRÄ3A Ä R7RA. RESIDENTIA. 3ÄACRE/INI/7/ .OT SI<E Ä3ÄACRESFRONT SETBACK Ä100'SIDE SETBACKS Ä75'REAR SETBACK Ä100'S*ORE.INE SETBACK Ä 75'B7I.DIN) *EI)*T Ä35'.OT 9IDT* Ä400'ROAD FRONTA)E Ä400'2ERCENT 2ER/EAB.E Ä75.CÄ42 Ä .AND CONSER8ATION 42ÄACRE/INI/7/ .OT SI<E Ä42ÄACRESFRONT SETBACK Ä100'SIDE SETBACKS Ä100'REAR SETBACK Ä100'S*ORE.INE SETBACK Ä 200'B7I.DIN) *EI)*T Ä35'.OT 9IDT* Ä400'ROAD FRONTA)E Ä400'2ERCENT 2ER/EAB.E Ä5MAP REFERENCEORIGINAL SITE SOILS DATATEST PITSTP-1PERCOLATION TESTSPT-1TP175' BLDGWETLAND SETBACK100' SEPTICWETLAND SETBACKDENSITY CALCULATIONPARCEL AREA - 107.28-ACPARCEL AREA - RR-3 =49.55-ACPARCEL AREA - LC-42 57.72-ACWETLAND AREA RR-3 = 12.94-ACWETLAND AREA LC-42 = 2.18-ACAVAILABLE DENSITY RR-3=49.55-12.94 = 36.61-ACAVAILABLE DENSITY LC-42=57.72-2.18 = 55.54-AC36.61-AC / 3 AC/LOT = 12.21-LOTS ALLOWED55.54-AC / 42 AC/LOT = 1.32-LOTS ALLOWED4,000 SF FOOTPRINT4 BEDROOM 2-STORYRESIDENCEPROPOSED 136 SFAPA WETLAND DISTURBANCEFOR IMPROVED DRIVEWAYPROPOSED 160 SFAPA WETLAND DISTURBANCEFOR IMPROVED DRIVEWAYPROPOSEDCLEARING LIMITS40,600 SFPROPOSEDSILTFENCEGRAPHIC SCALEPROPOSED LOT 2 PLANTP1ASPHALT PAVEMENT DETAIL
SEPTIC TANK NOTESSLOPEINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessaryapplication of lime, fertilizer, andseed.2.Begin at the top of the slope byanchoring the RECPs in a6"(15cm) deep X 6"(15cm) widetrench with approximately 12"(30cm) of RECPs extended beyondthe up-slope portion of the trench.Anchor the RECPs with a row ofstaples/stakes approximately 12"(30cm) apart in the bottom of thetrench. Backfill and compact thetrench after stapling. Apply seed tothe compacted soil and fold theremaining 12"(30cm) portion ofRECPs back over the seed andcompacted soil. Secure RECPsover compacted soil with a rowof staples/stakes spacedapproximately 12"(30cm) apartacross the width of the RECPs.3.Roll the RECPs (A) down or (B)horizontally across the slope.RECPs will unroll with appropriateside against the soil surface. AllRECPs must be securely fastenedto soil surface by placingstaples/stakes in appropriatelocations as shown in the staplepattern guide.4.The edges of parallel RECPs mustbe stapled with approximately 2" -5" (5-12.5cm) overlap dependingon the RECPs type.5.Consecutive RECPs spliced downthe slope must be end over end(Shingle style) with an approximate3"(7.5cm) overlap. Staple throughoverlapped area, approximately12"(30cm) apart across entireRECPs width.Drawn on: 3-16-11Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)3B42513A12"(30cm)6"(15cm)6"(15cm) *NOTE:In loose soil conditions, the use ofstaple or stake lengths greater than6"(15cm) may be necessary toproperly secure the RECP's.3"(7.5cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-772-2040www.tensarnagreen.comSWSWSWPERSPECTIVESECTIONWASTEWATER & EROSION CONTROL DETAILSprepared for:SEAN STUMVOLL1917 RIDGE ROADTown of Queensbury, County of Warren, State of New YorkTAX MAP # 253.-1-4Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigSafely.New YorkHutchins Engineering PLLC291979-01-S3SYSTEM INSTALLATION NOTESWASTEWATER SYSTEM DESIGNABSORPTION TRENCH PROFILEABSORPTION TRENCH SECTIONSEWER TRENCH DETAILWELL DETAILWASTEWATER SYSTEM SETBACK SCHEDULESEPTIC TANK DETAILSHALLOW ABSORPTION FIELD SECTIONNTSSEDIMENT CONTROL FENCE DETAILSTABILIZATION··EROSION & SEDIMENT CONTROL NOTES·············STANDARD SPECIFICATIONS FOR SILT FENCEDEFINITIONPURPOSEAPPLICATIONDESIGN CRITERIAFABRIC MATERIAL CRITERIACONSTRUCTION SPECIFICATIONSSLOPE LENGTH/FENCE LENGTH (FT.)SLOPESTANDARDREINFORCEDSUPER