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HomeMy WebLinkAboutSite Plan - Updated 3-27-2019^„( U. BAWL KIT. FARM 6 RM JI zo DORM = BBRM LMM PROP. FLOOR P NOT TO SCALE N/F ROBICHAUD 11a set \ Yar 12E ROAD HIGH POINT=13.5 QJ TH 1 LEGEND MSTLE LOCATION, NUM �pT PROPOSED GAS �W PROPOSED WATER LINE E— OVERHEAD ELECTRIC WIRES r r EXIST. & PROP. ELEVATION �16- EXISTING CONTOUR _9� PROPOSED CONTOUR p UTILITY POLE (IF SHOWN) ID EXISTING DRAINAGE CATCH — FENCE (IF SHOWN. NOT AL TREE (IF SHOWN, NOT ALI REV. 03/27/2019 --FACE BUILDING. PC REV. 01/10/2019 --UPLAND LOT COVER REV. 09/05/2018 --BUYER MOOIFICATI( REV. 03/16/2018 -HOW ADJUSTED TO OCATIONIS SHOWN INCOMP N/F MCGOVERN x' ME STRIP /LOT 31 133 Lot c er ions on M moi fence— stoke set on Lot 5 alae of hm 31 �s TH 1 yh i12] ^ _"33 E.a 12 ARC36HC HD CHAMBERS 48'� C T 5 12 sow 9±S.F.dE c GQIF A 13.7 Q�oe ��^� , ne ®Eller Cloth Fdel 11.9 /3 1 ,°- OVER MN )OCTA HANGS BUT to.OVER MAIN 015CHARGE-13.36 NA4D08 16.]3 6 10,41 'NOT MARK— XG FAIL SET YarmpatM1 Aea1tM1 Department P VED Z JDa me Date Tt"^^ f115 Propased- Top 9"b Prop ... dH-10 We Coa some S -1/4 -/ft 9' min cava Proposed fi1/8'/ft r ✓ Le Invert Io4 1500 aI Y\ Pmpmed Sortie1500 Tank O 71 frost pig P.°P°s' 47. invert m. \ 6" Stone O compact Proa WI /. �— 10' I-22'—+ DESIGN DATA — BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY 330 GPD PROPOSED SEPTIC TANK: 1505 CAL. EFFECTIVE TRENCH AREA: 467.4 S.F. USE 2 7.79 SF/LF X 5'/UNIT=36.95 BE EACH 12 UNITS X 39.95 SF -467.4 SF CAPACITY: 345 GPD ALGA SF X 0.74 GPD/SF STONE TRENCHES 2 STONE TRENCHES 37' X T X V-5' DEEP COULD BE INSTALLED (=332 GPD) IN SAME LOCATION BY SENDING THE LAST 10' OF TRENCH 2O OFF FOUNDATION. THIS PLAN IS A VALID COPY ONLY IF IT BEARS HEALTH AGENT APPROVAL Horv¢F outwosh Plain deposits C nyer 25y 6/3 12 ARC36HC HD CHAMBERS 48'� Y Jlb-1 Vtl NU. Ylb-14 m,ojme fend 10 30 NOTES ONlaf9a - ®Eller Cloth 30 Mar' / meP«eon Fort a n.� tta' - FB}2/2,13 5014(8 s 1. M. LOCUS IS A. 30, PARCEL 77. r� soften 2, ELEVAAON5 SHOWN ARE NAWm5 BASED UPON RM20 AND VERSON. a TEST HOLE 2 ZONING DISTRICT: R-25 3. FI MD JULY LOCUS Is INT SOLD X( RISC ON FIRM DATED .FLY 16. 2014. 3f a j DEPTH (mines) EIE test bole at 4. BE a SCH 40, AND PER FOOT.(UNLESS NOTED) ALL PIPES TO BE 4' SCD AND PITCHED Ia/A 58 Carver Raatl FRONT YARD 30' 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100- ARE ON TOWN WATER, H E } SIDE YARD ifs 6_ COMPONENTS TO BE AASHTO H-10. UNLESS NOTED, e Carver Rd. sand/6 LEACH AREA 31' ].INLET TEE TO PROJECT DOWN 13", STREET ME DOWN W. IIf—� SIDE YARD 15 C foyer 25y 6/4 8. IF TWo OR MORE LINES, WATER TEST D—BOX FOR EQUAL FLOW BUILDING HEIGHT 35' O—BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. LOT COVERAGE •250% 9- DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDES. NOT COVERS BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK,I ON D—BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2' MITH Y MIN. 1/8 TO 112" PEA STONE ON TOP. LOCATION MAP ii. IF UNSUITABLE SOIL$ OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.d CADILLAC. alae 12. IF AN OVEROIG IS CALLED FOR BELOW. FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING comer N/F IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13 PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPITI REMOVE ANY CLOGGED SOIL. BLOCK, MAZZONE AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH Nnsbes) ELEADeet 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULAl10N5, p 12] A foyer 1pN 3/2 sandy Lar TEST HOLE DA May 4, 2016 12• *LOT AREA IS ALL UPLAND AND PROPOSED PERFORMED BY Ron Cadillac, Soil Evaluator LOT COVERAGE=1892 S.F./10,]49 S.E.=17.6% W➢NESSEO BY: Amy Von Hone, BE. Cm B layer load 6/6 PERC RATE: <2'—Op'/irdh (C layer) loamy s,no 1kT 146 SOIL SURVEY(UGKS; Carver coarse sand 30' sn v /3 1 ,°- OVER MN )OCTA HANGS BUT to.OVER MAIN 015CHARGE-13.36 NA4D08 16.]3 6 10,41 'NOT MARK— XG FAIL SET YarmpatM1 Aea1tM1 Department P VED Z JDa me Date Tt"^^ f115 Propased- Top 9"b Prop ... dH-10 We Coa some S -1/4 -/ft 9' min cava Proposed fi1/8'/ft r ✓ Le Invert Io4 1500 aI Y\ Pmpmed Sortie1500 Tank O 71 frost pig P.°P°s' 47. invert m. \ 6" Stone O compact Proa WI /. �— 10' I-22'—+ DESIGN DATA — BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY 330 GPD PROPOSED SEPTIC TANK: 1505 CAL. EFFECTIVE TRENCH AREA: 467.4 S.F. USE 2 7.79 SF/LF X 5'/UNIT=36.95 BE EACH 12 UNITS X 39.95 SF -467.4 SF CAPACITY: 345 GPD ALGA SF X 0.74 GPD/SF STONE TRENCHES 2 STONE TRENCHES 37' X T X V-5' DEEP COULD BE INSTALLED (=332 GPD) IN SAME LOCATION BY SENDING THE LAST 10' OF TRENCH 2O OFF FOUNDATION. THIS PLAN IS A VALID COPY ONLY IF IT BEARS HEALTH AGENT APPROVAL Horv¢F outwosh Plain deposits C nyer 25y 6/3 12 ARC36HC HD CHAMBERS 48'� m,ojme fend 10 30 Tap unTE-10.7 slat ®Eller Cloth 30 Mar' / meP«eon Fort Sbsarmd .o n.� tta' - -- 10 75^ 122'• 9.4 soften TEST HOLE 2 H19e Baard.mn-4.4 Token no "J"t T7, 2016 Late DEPTH (mines) EIE test bole at p 58 Carver Raatl q/E layer 'OR 3/ Obavved W"ter-29 sandy loam 9" B Ilaomyl sand/6 LEACH AREA 31' JCHES OF SIX ARC36HC NO CHAMBERS X 34.5' WIDE AND 10.75' DEEP), AS C foyer 25y 6/4 mea feared sand DO 5' REMOVAL DO 5' ALL AROUND REMOVAL OF A & B LAYERS DOWN 2 1/2' TO MEDIUM COARSE SAND OR PERC B LAYER AT TIME OF CONSTRUCTION. RECEIVED MAP. 27 2019 J SITE PLAN enpq�— FOR PAUL J. BEVILACQUA LOT 51 62 CARVER ROAD, WEST YARMOUTH, MA SEPTEMBERI2, 2016 SCALE: 1it=20' RONALD'. J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 DATE ©2016 BY R.J. CADILLAC PAGE 1 OF 1