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HomeMy WebLinkAbout23 West Road - Site Plan 2ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCA11ONS SHOWN INCOMPLETE. PROPERTY LINE NOTES: RECORD PLAN LACKS BEARINGS. SIDE LOT LINES HELD PERPENDICULAR TO REAR LOT LINE. YARMOUTH ROAD BOUNDS AND LAYOUTS FOR BAY ROAD AND HEDGE ROW HELD. 1 PROPOSED N /F DOKU PROPOSED ADDITION 50 S.F. N /F BRITA BENCH MARK --MAG. NAIL SET IN PAVEMENT= 20.00 ASSIGNED . 20.82 26.9 J 2l0 Z0 6 N /F KHOURY 1 O Of w C7 0 w _ RAISE GRADE. OVER SEPTIC TANK °q \ 2' 21.281 •�•. 2°, Top Foundation 9 A'. JOB NO. Y14-26 NOTES Backley2.dwg 1. LOCUS IS A.M. 22, PARCEL 33. F629/56 SB13/53 2, ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X (.2% CHANCE) ON FIRM PANEL 569 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". B. 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. 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). 13. PUMP AND FILL ANY EXISTING LEGEND TH 1 TEST HOLE LOCATION, NUMBER -1/- WATER LINE MARKINGS -E- OVERHEAD ELECTRIC WIRES (IF SHOWN) - -L;-- GAS LINE MARKINGS 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 6-� EXISTING CONTOUR _8-- PROPOSED CONTOUR cif UTILITY POLE (IF SHOWN) fB EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) s TREE (IF SHOWN, NOT ALL SHOWN) N�•9 HAVE PLUMBER RUN LINES OUT FIRST BEDROOMS: 5 1 O Of w C7 0 w _ RAISE GRADE. OVER SEPTIC TANK °q \ 2' 21.281 •�•. 2°, Top Foundation 9 A'. JOB NO. Y14-26 NOTES Backley2.dwg 1. LOCUS IS A.M. 22, PARCEL 33. F629/56 SB13/53 2, ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X (.2% CHANCE) ON FIRM PANEL 569 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". B. 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. 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). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, 5, Bottom AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 1''_'i C'C:^.dr_ter=12.5 I B-28' 4• TEST HOLE 1 C DESIGN DATA DEPTH (inches) ELEV.(feet) p 20.4 N�•9 HAVE PLUMBER RUN LINES OUT FIRST BEDROOMS: 5 A layer 10yr 3/4 IF GRADES CAN NOT BE MET A PUMP j TEST HOLE DATE: June 19, 2014 12„ sandy loam 19.4 _ CENTER OF NEW SEWER LINE PERFORMED BY: Ron Cadillac, Soil Evaluator USE 33 ADS ARC 36LP (3.8" INVERT) IN 3 ROWS, TO EXIT 2'-3 1/2" BELOW WITNESSED BY: Amy Von Hone, RS, CHO a B layer 10yr 6/8 loamy sand ASEMENT TOP OF FOUNDATION PERC RATE: <2'-00"/inch (C layer) 28' . (� I 33 UNITS X 33.65 SF/UNIT=780.45 SF(EFFECTIVE) SOIL SURVEY(1993): Carver coarse sand 30" 17.9 DESIGN CAPACITY: 577 GPD GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert A 18.82 � `3-� r14u; 3 Health De art " Invert B 18,72 Invert 18.25 33 ADS ARC 36LP C layer 2.5;• 7/3 Proposed REPLUMB posed Invert 18.86 - Use Gas Baffle . Top Units=18.17 Pro osed med. fine sand Oj �, 2p Ob 9" min. cover P. ® Filter Cloth S=1 �8"eft+ I Proposed S=1/8"/ft 3" Max. �X/ �9 2 Invert 18.50 1500 Gal. min.%T -- Inspection Port 118„ observed crater 10.5 -------------- Zp6 j C� 2°? I Proposed Septic Tank _______ 3.8" 134" 9.2 C / I Invert 17.82 17.5 I L! V / Invert 18.03 Proposed I 6" Stone Proposed 5, Bottom or compact O. / -A-1B' 4- 20' _: I N -4'.� I I I I I 1''_'i C'C:^.dr_ter=12.5 I B-28' 4• USGS Adjustment C DESIGN DATA June Mashpee29 Zone A Observed Water=10.6 N�•9 HAVE PLUMBER RUN LINES OUT FIRST BEDROOMS: 5 IF GRADES CAN NOT BE MET A PUMP j GARBAGE GRINDER: No 550 GPD LEACH AREA AND PUMP CHAMBER WILL BE NEEDED. REQUIRED CAPACITY: USE 33 ADS ARC 36LP (3.8" INVERT) IN 3 ROWS, PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE LEACHING AREA: 780.45 SF AS SHOWN, IN AN 8'-6" WIDE BY 55' LONG, 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT BY 3.8" DEEP LEACH AREA. (� I 33 UNITS X 33.65 SF/UNIT=780.45 SF(EFFECTIVE) I V /F DESIGN CAPACITY: 577 GPD [(792 SF) X ,74 GPD/SF] � `3-� r14u; 3 Health De art " *OFFSETS ARE TO CORNERBOARDS BENCH MARK --TOP BLOCK FOUNDATION=21.28 ASSIGNED KHOURY � 1 Mer Z N>me Date MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: _ 1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGJDIA€L RED STAMP AIC) $MA.TURE. HEALTH AGENT APPROVAL DATE SITE PLAN FOR THOMAS & MAUREEN BUCKLEY LOT 149 23 WEST ROAD, WEST YARMOUTH, MA AUGUST 6, 2014 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, PC. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 ©2014 BY R.J. CADILLAC