Loading...
HomeMy WebLinkAbout32.33 - Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. TITLE NOTE:. LOCUS DEED'APPEARS'TO CONTAIN.,A TYPOGRAPHICAL_ E60R. a DEED` CALLS'FOR.,L000S BEING LOT 43, THEN' DESCRIBES DIMENSIONS -OF /LOT 48. - --LOCUS SHOWN IS, LOT 48, WHICH ASSESSORS IDENTIFY AS ;L000S. Y ,,WE`RECOMMEND 'YOUTALKWITH ,YOUR ATTORNEY,,ABOUT CORRECTING.,, DEED. IIo m REFERENCE DEEDS: 24065/283, 1349/708 LOT 42 HIGHPOINT IN ROAD=21.7 100.001 LOT 43 6500±S.F. 1 -Q} TH I -w- -5- -8.7 W- G- x8,7 -8-"'- x- 0 O O N /F WITHERS LOT 52 5' REMOVAL MAY BE NEEDED / (SEE NOTE) 23.7 Min. Prop. Top Found. EXISTING WATER, SERVICE -PROPOSED IN SAME LOCATION �1 ®19,04 N/F VIGNEAU LOT 49 \EXISTING HOUSE (SHOWN SHADED) TO BE REMOVED FILL EXISTING CESSPOOL 13. PUMP AND FILL ANY EXISTING CESSPOOLS. 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. 0 0 layer 20.5 2„ A/E layer 10yr 5/1 loamy sand B layer 10yr 4/6 loamy sand C layer 2.5y 6/6 medium sand observed water 3 JOB NO. Y-09-28 q� No NOTES DeGirolamo.dwg °S GPD SEPTIC TANK: ROo ° 1. LOCUS IS A.M. 32, PARCEL 33. 360 2. ELEVATIONS SHOWN ARE ASSIGNED. a Qa 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. o 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) o 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. NOT TO 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. SCALE a� 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 18.81 H-20 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW y' Top Conc.=19.20 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. RTE 28 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. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 1500 Gal. n. CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. Proposed 12. IF AN OVER DIG 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 CESSPOOLS. 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. 0 0 layer 20.5 2„ A/E layer 10yr 5/1 loamy sand B layer 10yr 4/6 loamy sand C layer 2.5y 6/6 medium sand observed water BEDROOMS: 3 TEST HOLE DATE: August 27, 2009 No PERFORMED BY: Ron Cadillac, Soil Evaluator GPD SEPTIC TANK: WITNESSED BY: Philip Renaud, Inspector BOTTOM LEACHING AREA: 360 PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand Invert 19.60 [2(10'+ 36') X 2' DEEP)] GEOLOGIC MAP(1986): Harwich outwash plain deposits Proposed 331 Invert 19.10 3 FLOWDIFFUSORS H-10 Use Gas Baffle Invert 18.81 H-20 Proposed Top Conc.=19.20 9" S=1/4"/ft min. cover H-20 Top Peastone=19.0 Proposed min. S=1/.8 -/ft Invert 19.35 1500 Gal. n. Proposed Septic Tank „ 1/2- T 17.7 Invert 18.98 Invert 18.66 5' Bottom 6" Stone or compact Proposed Proposed 9' 11' - 7 -I I" �--5 HGW= 12.7 F 15' 3.0' USGS Adjustment DESIGN DATA < `° Moshpee 29 Zone 8 f August 2009 Observed Water -9.7 BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL BOTTOM LEACHING AREA: 360 SF [(36' X 10')] SIDE LEACHING AREA: 152 SF [2(10'+ 36') X 2' DEEP)] DESIGN CAPACITY: 331 GPD [(360 SF + 88.3 SF) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. LEGEND jam` .1.11 rX, s� RO TEST HOLE LOCATION, NUMBER o 0 WATER LINE MARKINGS .i CA C AD LAC # 1060 � ,p # 35779 - GAS LINE MARKINGS o r,RP vo;' 'X' MARKS POINT) ,EXISTING & PROPOSED ELEVATIONS 01S -T Tpun EXISTING CONTOUR FILE COPY PROPOSED CONTOyR ° � UTILITY POLE (IF ShOWN) EXISTING DRAINAGE CATCH BASIN FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE luth Health Department f':P['r-MVED 6- 24" 130" 132" 18.5 9.7 9.6 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 0 layer 21.6 2" A/E layer 10yr 5/1 loamy sand B layer 10yr 4/6 loamy sand C layer 2.5y 6/6 medium sand LEACH AREA - 9 USE 3 FLOWDIFFUSORS SET 3' APART 35" WITH 3' OF STONE ALL AROUND FOR A 36' X 10' X 11 1/2- DEEP LEACH AREA. POSSIBLE REMOVAL LEACHING INVERT JUST FITS INTO C LAYER REMOVAL POSSIBLE IF 8 LAYER IS DEEPER. 120" Gel ® 12010 EU:LDN 'S D'-zPT SITE PLAN FOR J. GREGORY & ELENA DEGIROLAMO LOT 48, 41 AMOS ROAD, WEST YARMOUTH, MA NOVEMBER 19, 2009 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2009 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 18.7 11.6