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HomeMy WebLinkAboutEngineered Plan - Rev. 2019ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. B ATH PORML BATH I KIT. DNRM Li JEL CLOSET a_ 0 N `VLVRM BDRM M BDRM BDRM 0 m z PROP. FLOOR PLAN NOT TO SCALE 0"'*"' ELLIS BROTHER'S CONST.9 REPORTS OLD LEACHING DISCONNECTED 13.0 , 13.1 x 13/ N /F ROBICHAUD x 13� �- 1, N/F ZONING DISTRICT: R-25 MCGOVERN FRONT YARD. 30' SIDE YARD 15' SIDE YARD 15' BUILDING HEIGHT 35' /2' WIDE STRIP 1 OT %nVFRAC�F 957. LOT 31 Lot corner falls on Mazzone side of fence --stake set 6" off corner on Lot 5 side of fence _N/F �-� MAZZONE 3.1 s \ S6• 40•y )-12,7 may. -0/1. .7 REV. 03/27/2019 ---FACE BUILDING, PORCH, SEPTIC TANK REV. 01 /10/2019 --UPLAND LOT COVERAGE REV. 09/05/2018 --BUYER MODIFICATIONS REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD. a /J"i X 10.99 =111>1:1 10.46 BENCH MARK --MAG NAIL SET IN PAVEMENT=10.46 NAVD88 Yarmouth Healfla Department Name Date NOTES Bevilacqua2.dwg 1. LOCUS IS A.M. 30, PARCEL 77. FB32/2,13 S614/8 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM20 AND VERTCON. 3. LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. I` COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH OR R J CADILLAC 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE', 1 13. 'PUMP AND FILL ANY "EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS 1 1) 7 *LOT AREA IS ALL UPLAND AND PROPOSED TEST HOLE DATE: May 4, 2016 1 PERFORMED BY: Ron Cadillac, Soil Evaluator LOT COVERAGE=18.92 S.F./10,749 S.F.=17.6% WITNESSED BY: Amy Von Hone, RS, CHO X1,2,1 1Lr / 11. 1�6 /C LEGEND TH 1 TEST HOLE LOCATION, NUMBER PC PROPOSED GAS -f'W-- PROPOSED WATER LINE E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) Top Found. EXISTING CONTOUR $-- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) OTREE (IF SHOWN, NOT ALL SHOWN) REV. 03/27/2019 ---FACE BUILDING, PORCH, SEPTIC TANK REV. 01 /10/2019 --UPLAND LOT COVERAGE REV. 09/05/2018 --BUYER MODIFICATIONS REV. 03/16/2018--HGW ADJUSTED TO 58 CARVER RD. a /J"i X 10.99 =111>1:1 10.46 BENCH MARK --MAG NAIL SET IN PAVEMENT=10.46 NAVD88 Yarmouth Healfla Department Name Date NOTES Bevilacqua2.dwg 1. LOCUS IS A.M. 30, PARCEL 77. FB32/2,13 S614/8 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM20 AND VERTCON. 3. LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. I` COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH OR R J CADILLAC 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE', 1 13. 'PUMP AND FILL ANY "EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS 1 1) 7 *LOT AREA IS ALL UPLAND AND PROPOSED TEST HOLE DATE: May 4, 2016 1 PERFORMED BY: Ron Cadillac, Soil Evaluator LOT COVERAGE=18.92 S.F./10,749 S.F.=17.6% WITNESSED BY: Amy Von Hone, RS, CHO X1,2,1 1Lr / 11. 1�6 /C 9" min. cover Proposed ®Filter Cloth S=1/4 -/ ft �4"ft Proposed S=1 /8"/ft S=1 8" ft1_ 3" Max Invert 10.95 . In1500 Gal. mi inspection Port Proposed Septic Tank ---_--_-1 T 10.75" 47 Invert 10.30 9.4 118 122 A layer 10yr 3/2 " sandy loam z B layer 10yr 6/6 - loamy sand V C layer 2.5y 6/3 med. coarse sand " observed water i 1.2 1 2.9 2.5 Invert 10. Proposed�j' Bottom 6" Stone or compact Proposed 10' �-- 22' - li i N i -0,--i High Groundwater=4.4 QST HOLE 2 ' { I I m I 0 Taken from August 17, 2016 DEPTH (inches) ELEV.(feet) < test hole data at 11 9 DESIGN DATA (D 58 Carver Road 0 BEDROOMS: 3 GARBAGE GRINDER: - ---No =-- REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE TRENCH AREA: 467.4 S.F. 7.79 SF/LF X 5'/UNIT=38.95 SF 12 UNITS X 39.95 SF=467.4 SF CAPACITY: 345 GPD 467.4 SF X 0.74 GPD/SF STONE TRENCHES 2 STONE TRENCHES 37' X 3' X 1'-5" DEEP COULD BE INSTALLED (=332 GPD) IN SAME LOCATION BY BENDING THE LAST 10' OF TRENCH 20' OFF FOUNDATION. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AUD SIGNATURE. HEALTH AGENT APPROVAL tR&M1A Observed Water=2.9 9 LEACH AREA 31' USE 2 TRENCHES OF SIX ARC36HC HD CHAMBERS EACH (30' X 34.5" WIDE AND 10.75" DEEP), AS SHOWN. DO 5' REMOVAL DO 5' ALL AROUND REMOVAL OF A & B LAYERS 1' DOWN 2 1/2' TO MEDIUM COARSE SAND OR 1` PERC B LAYER AT TIME OF CONSTRUCTION. SITE PLAN FOR A/E layer 10yr 3/3 sandy loam B-toyer-10yr 6/6 loamy sand C layer 2.5y 6/4 med. coarse sand _observed water _ MAR 2 7 2019 HEALTH DEPT. PAUL J. BEVILACQUA LOT 59 62 CARVER ROAD, WEST YARMOUTH, MA SEPTEMBER 2, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2016 BY R.J. CADILLAC PAGE 1 OF 1 _, t 9.3 2.7 1.5 PERC RATE: <2'-00"/inch (C layer) 14.6 SOIL SURVEY(1993): Carver coarse sand 31 GEOLOGIC MAP(1986): Harwich outwash plain deposits Top Found. v Invert 10.70 12 ARC36HC HD CHAMBERS 48"o Invert 11.15 Proposed Proposed P H-10 Use Gas Baffle Invert 10.30 Top Units=10.7 9" min. cover Proposed ®Filter Cloth S=1/4 -/ ft �4"ft Proposed S=1 /8"/ft S=1 8" ft1_ 3" Max Invert 10.95 . In1500 Gal. mi inspection Port Proposed Septic Tank ---_--_-1 T 10.75" 47 Invert 10.30 9.4 118 122 A layer 10yr 3/2 " sandy loam z B layer 10yr 6/6 - loamy sand V C layer 2.5y 6/3 med. coarse sand " observed water i 1.2 1 2.9 2.5 Invert 10. Proposed�j' Bottom 6" Stone or compact Proposed 10' �-- 22' - li i N i -0,--i High Groundwater=4.4 QST HOLE 2 ' { I I m I 0 Taken from August 17, 2016 DEPTH (inches) ELEV.(feet) < test hole data at 11 9 DESIGN DATA (D 58 Carver Road 0 BEDROOMS: 3 GARBAGE GRINDER: - ---No =-- REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE TRENCH AREA: 467.4 S.F. 7.79 SF/LF X 5'/UNIT=38.95 SF 12 UNITS X 39.95 SF=467.4 SF CAPACITY: 345 GPD 467.4 SF X 0.74 GPD/SF STONE TRENCHES 2 STONE TRENCHES 37' X 3' X 1'-5" DEEP COULD BE INSTALLED (=332 GPD) IN SAME LOCATION BY BENDING THE LAST 10' OF TRENCH 20' OFF FOUNDATION. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AUD SIGNATURE. HEALTH AGENT APPROVAL tR&M1A Observed Water=2.9 9 LEACH AREA 31' USE 2 TRENCHES OF SIX ARC36HC HD CHAMBERS EACH (30' X 34.5" WIDE AND 10.75" DEEP), AS SHOWN. DO 5' REMOVAL DO 5' ALL AROUND REMOVAL OF A & B LAYERS 1' DOWN 2 1/2' TO MEDIUM COARSE SAND OR 1` PERC B LAYER AT TIME OF CONSTRUCTION. SITE PLAN FOR A/E layer 10yr 3/3 sandy loam B-toyer-10yr 6/6 loamy sand C layer 2.5y 6/4 med. coarse sand _observed water _ MAR 2 7 2019 HEALTH DEPT. PAUL J. BEVILACQUA LOT 59 62 CARVER ROAD, WEST YARMOUTH, MA SEPTEMBER 2, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2016 BY R.J. CADILLAC PAGE 1 OF 1 _, t 9.3 2.7 1.5