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HomeMy WebLinkAbout78.180 - Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. i ■ N/F CARTER BENCH MARK --TOP CONC. -@ S.E. CORN. BULKHEAD=31.30 ASSIGNED �O / 17.0, 1.1 30 O_� 3 BENCH MARK --TOP OF MAG. "NAIL IN PAVEMENT=. 30.00 ASSIGNED ® 30.00 0 3G.33 \ 1.0 \ 29.7' 30. 30.7 0 �35\\ 31.36± Top Foundation LOT 29I�QOlO 2 % 29,41 \ O 30.9 ® 29 06 12,000tS.FF.3 30.8 N/F �4 GOOD WIN R'�, �o• 30 N/F WHITE. F_ FA 29.57 V i 29.7 29.57 Vf`1\2 P ' Q ' ' 30 Y 30.1 i i 30 `Y 30, x 30.3 t h� ry` 66 Ix`1 do 2 � 30.4 N/F FERGUSON LEGEND TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS -G PROPOSED GAS FLAGS" 9.5 x83 EXISTING & PROPGSED ELEVATIONS ('X' MARKS POINT) /-6--- EXISTING CONTOUR -8- PROPOSED CONTOI,JR ED EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) FA 29.57 V i 29.7 29.57 Vf`1\2 P ' Q ' ' 30 Y 30.1 i i 30 `Y 30, x 30.3 t h� ry` 66 Ix`1 do 2 � 30.4 N/F FERGUSON 5=1/4"/ft 9" min. cover Proposed Top Peastone=28.0 f Proposed S=1/4"/ft S=1/8"/ft „/6" Max. j Invert 28.70 1500 Gal. min. f f Septic Tank 1 1 Proposed ---------- " 19.9 1 f 24 132" no Water 1 f I I 2 Invert 27.93 Invert 27.60 1 I 6" Stone or compact Proposed Pro Deed 5.7 Bottom 1 i 1 1 I lN1 2' I 9'�1 - 4' I 1- 26'-� i -t 13 Bottom TH1=19.9 DESIGN DATA m BEDROOMS: 3 GARBAGE GRINDER: No LEACH - AREA - REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL USE 2 DRY WELLS WITH 4' OF STONE - BOTTOM LEACHING AREA: 325 SF ALL AROUND TO MAKE A 25' BY 13' [(25' X 13')] WIDE BY 2' DEEP LEACH AREA. SIDE LEACHING AREA: 152 SF [2(13'+ 25') X 2' DEEP)] DESIGN CAPACITY: 352 GPD [(325 SF + 152 SF) X .74 GPD/SF]ir it I DEC 13 2011 THIS PLAN IS A VAUD COPY ONLY IF IT .BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE SITE PLAN FOR PETER W. M OU LTON LOT 299 23 ANTLERS ROAD, S. YARMOUTH, MA SEPTEMBER 28, 2011 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2011 BY R.J. CADILLAC(508) 775-9700 PAGE 1 OF i JOB NO. Y71-20 NOTES Moulton.dwg NOT TO" SCALE 1. LOCUS. IS A.M. 78, PARCEL 180. FB 26/51 SB12 / 43 ' SF 2♦ ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986. �a=a�%' ^lie 4." ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)`��a 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. t 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. v° 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. Hazelmoor Rd. 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, I 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 ION MAP 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 CESSPOOLAEACHPIT. 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 30.9 Fill NO GRADE CHANGES TEST HOLE DATE: September 24, 2010 g" PERFORMED BY: Ron Cadillac, Soil Evaluator ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO 8 layer 10 5/8 PERC RATE <2'-00"/inch (C layer) sandy loom m SOIL SURVEY(1993): Carver coarse sand Invert 29.04 GEOLOGIC MAP(1986): Harwich outwash plain deposits 301.28.4 Exist. C. Iron pipe a C layer 2.5y 6/4 Invert 28.78 Invert 28.45 50" - Exist. C. Iron pipe Use Gas Baffle 2 DRY WELLS Invert 27.76 Top Conc.=28.4 med. coarse sand t0% gravel 5=1/4"/ft 9" min. cover Proposed Top Peastone=28.0 f Proposed S=1/4"/ft S=1/8"/ft „/6" Max. j Invert 28.70 1500 Gal. min. f f Septic Tank 1 1 Proposed ---------- " 19.9 1 f 24 132" no Water 1 f I I 2 Invert 27.93 Invert 27.60 1 I 6" Stone or compact Proposed Pro Deed 5.7 Bottom 1 i 1 1 I lN1 2' I 9'�1 - 4' I 1- 26'-� i -t 13 Bottom TH1=19.9 DESIGN DATA m BEDROOMS: 3 GARBAGE GRINDER: No LEACH - AREA - REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL USE 2 DRY WELLS WITH 4' OF STONE - BOTTOM LEACHING AREA: 325 SF ALL AROUND TO MAKE A 25' BY 13' [(25' X 13')] WIDE BY 2' DEEP LEACH AREA. SIDE LEACHING AREA: 152 SF [2(13'+ 25') X 2' DEEP)] DESIGN CAPACITY: 352 GPD [(325 SF + 152 SF) X .74 GPD/SF]ir it I DEC 13 2011 THIS PLAN IS A VAUD COPY ONLY IF IT .BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE SITE PLAN FOR PETER W. M OU LTON LOT 299 23 ANTLERS ROAD, S. YARMOUTH, MA SEPTEMBER 28, 2011 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2011 BY R.J. CADILLAC(508) 775-9700 PAGE 1 OF i