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HomeMy WebLinkAbout49 Danbury Street - Site PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. 0 a J �a 0 NOTE: NO RESERVE AREA IS SHOWN. m z a __----_----- ® 19.19 1 ---- YOUT) S \ (40' TOWN 1961 LA 19.3 ANBUR '( 19.33 wo 1 1923 '18 1 9 r5 .8 71 9 19.9 01 g TAKEN BY TO`� 1 20.8 N/F JACQUES z eo.s o � w o? in A a: 0 93 2010y CLOT 243 9,395±S.F *NOTE: TOWN WIDENED STREET IN DECEMBER 1961 --LOT WAS 9.8 98.95'DEEP/100' X 30'=29.7' SETBACK FROM 30' R.O.W. PRIOR TO DEC. 1961. N/F THOMAS ll H o w 'I '2 a ' ConcJ F:ii•::yr .-Y; a - -- EXIST:;:..y SHED 9 100.00' s 82.11'20" W 19.75 0 N/F CHIULLI PUMP & CRUSH REMOVE CLOGGED STONE j OR REMOVE WITHIN 5' OF NEW EXISTING TANK N/F LEACHING & REPLACE BENCH MARK -TOP OF WD. STAKE ` WITH CLEAN SAND. SET FLUSH= 19.75 ASSIGNED PENNINGTON t (3r-5 OFF HOUSE CORN. & 2s• Orr SHED CORN.) 2' s Lay perforated pipe level down center ✓� ,y of C-4 Unit, as shown, cap end. 9.2 S.F. Stone t�\u /i LEACH AREA DETAIL N az " -- O TH 1 TEST HOLE LOCATION, NUMBER BENCH MARK --TOP OF MAG. NAIL WATER LINE MARKINGS -E OVERHEAD ELECTRIC WIRES (IF SHOWN) C IN DRIVEWAY= 20.00 ASSIGNED 9.5 x$,7 1100.00' > ,- 6--- 1 8 _.$- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® 20.67± ro a 4. ' x 19'' / TREE (IF SHOWN, NOT ALL SHOWN) Top Foundation * �j-` a 194w4 34.6' 19.68 a 20.1 I I ......::::.�...... 19.3 N/F COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10. +�to HOUSE 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, TORMEY EXIST. a: 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING v NO. 49 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. N� 657fS5. LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) -Qi.w-j� µ."� ",`.::.` '' 0 19.5 9s1 A/E layer 10yr 5/2 " A NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator ARE PROPOSED 04 B layer 10yr 5/8 PERC RATE: G2'-00"/inch (C layer) sandy loom SOIL SURVEY(1993): Carver coarse sand 93 2010y CLOT 243 9,395±S.F *NOTE: TOWN WIDENED STREET IN DECEMBER 1961 --LOT WAS 9.8 98.95'DEEP/100' X 30'=29.7' SETBACK FROM 30' R.O.W. PRIOR TO DEC. 1961. N/F THOMAS ll H o w 'I '2 a ' ConcJ F:ii•::yr .-Y; a - -- EXIST:;:..y SHED 9 100.00' s 82.11'20" W 19.75 0 N/F CHIULLI PUMP & CRUSH REMOVE CLOGGED STONE j OR REMOVE WITHIN 5' OF NEW EXISTING TANK N/F LEACHING & REPLACE BENCH MARK -TOP OF WD. STAKE ` WITH CLEAN SAND. SET FLUSH= 19.75 ASSIGNED PENNINGTON t (3r-5 OFF HOUSE CORN. & 2s• Orr SHED CORN.) 2' s Lay perforated pipe level down center ✓� ,y of C-4 Unit, as shown, cap end. 9.2 S.F. Stone t�\u /i LEACH AREA DETAIL Existing C.I. Pipe 4 CULTEC C-4 UNITS Invert 17.35 S=1/4"/ft+ 9" min. cover Proposed) S=1/8"/ft Invert 17.90 1500 Gal. Proposed Septic Tank I I I I 1 I " Invert 17.52 Invert 17.35 6 Stone or compact Proposed proposed 19' I -- 9' --ii- I m DESIGN DATA LEGEND 1 "=20' O TH 1 TEST HOLE LOCATION, NUMBER -.1- WATER LINE MARKINGS -E OVERHEAD ELECTRIC WIRES (IF SHOWN) C GAS LINE MARKINGS 9.5 x$,7 EXISTING &PROPOSED ELEVATIONS ('X' MARKS POINT) ,- 6--- EXISTING CONTOUR _.$- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) Existing C.I. Pipe 4 CULTEC C-4 UNITS Invert 17.35 S=1/4"/ft+ 9" min. cover Proposed) S=1/8"/ft Invert 17.90 1500 Gal. Proposed Septic Tank I I I I 1 I " Invert 17.52 Invert 17.35 6 Stone or compact Proposed proposed 19' I -- 9' --ii- I m DESIGN DATA NOTES Loprode.dwg SCALEv 3 GARBAGE GRINDER: No 1. LOCUS IS A.M. 34, PARCEL 142. ti� Willow St. 2. ELEVATIONS SHOWN ARE ASSIGNED. 432.1 SF 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. �� 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. [(432.1 SF + 23.6 SF) X .74 GPD/SF] 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". a S. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW a 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. LOCATION 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 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 19.5 A/E layer 10yr 5/2 TEST HOLE DATE: August 27, 2009loamy sand 8" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO B layer 10yr 5/8 PERC RATE: G2'-00"/inch (C layer) sandy loom SOIL SURVEY(1993): Carver coarse sand Invert 18 42 GEOLOGIC MAP(1986): Harwich outwash plain deposits 34" 16.7 Existing C.I. Pipe 4 CULTEC C-4 UNITS Invert 17.35 S=1/4"/ft+ 9" min. cover Proposed) S=1/8"/ft Invert 17.90 1500 Gal. Proposed Septic Tank I I I I 1 I " Invert 17.52 Invert 17.35 6 Stone or compact Proposed proposed 19' I -- 9' --ii- I m DESIGN DATA 410 filter cloth, no peastone. I� Stone �B,s• 12' LEACHING SECTION A -A THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL XU d C layer 2.5y 6/4 48"O' med. fine sand 3" Max. /ft inspection Port 108" -observed water _ 10.5 ---------- 3" 120" 19.5 171 5' Bottom Level 1.6' USGS Adjustment for Mash29--Zone A --July 09 Observed water=10.5 -- LEACH AREA USE 4 C-4 UNITS SET 2' APART IN CENTER AND WITH 2' OF STONE ON THE ENDS AND 4' OF STONE ON THE SIDES EXCEPT FOR 2 TRIANGLES (SEE LEACH AREA DETAILS). SET 2 PERFORATED PIPES LEVEL DOWN CENTER OF C-4 UNITS. CAP ENDS. USE 8" DEEP OF STONE. 5' REMOVAL DO 5' ALL AROUND AND UNDER REMOVAL DOWN 3'± TO MED. FINE SAND AS SHOWN. SITE PLAN FOR Permit valid for REPAID. Or SEPTIC SYSTENI ONLY, due to Et-!- and Local septic vcrF ;cm Beard of Health rev! -^r and approval is rcn,,.-rd for any 'cr" r "" *t ut#o�s/aEterati,: = to fr sewage facltiC^sF^^°','^!"^--•-r+.�!!w, ±:ling. 7 /k q - Date WENDY J. & KENNETH A. LAPRADE ',, 243, 49 DANBURY ST., S. YARMOUTH, MA ic:r uvSEPTEMBER 16, 2009 SCALE: 1"=20' o G, h Y1 RONALD J. CADILLAC, PLS, RS, P.C. FROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN ® r: P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 ©2009 BY R.J. CADILLAC In= BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD SEPTIC TANK: 1500 GAL BOTTOM LEACHING AREA: 432.1 SF [(38' X 12')-(13 SF+9.2 SF+1.7 S.F.)] SIDE LEACHING AREA: 23.6 SF [94.6' PEREMETER X 0.25)] DESIGN CAPACITY: 337 GPD [(432.1 SF + 23.6 SF) X .74 GPD/SF] 410 filter cloth, no peastone. I� Stone �B,s• 12' LEACHING SECTION A -A THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL XU d C layer 2.5y 6/4 48"O' med. fine sand 3" Max. /ft inspection Port 108" -observed water _ 10.5 ---------- 3" 120" 19.5 171 5' Bottom Level 1.6' USGS Adjustment for Mash29--Zone A --July 09 Observed water=10.5 -- LEACH AREA USE 4 C-4 UNITS SET 2' APART IN CENTER AND WITH 2' OF STONE ON THE ENDS AND 4' OF STONE ON THE SIDES EXCEPT FOR 2 TRIANGLES (SEE LEACH AREA DETAILS). SET 2 PERFORATED PIPES LEVEL DOWN CENTER OF C-4 UNITS. CAP ENDS. USE 8" DEEP OF STONE. 5' REMOVAL DO 5' ALL AROUND AND UNDER REMOVAL DOWN 3'± TO MED. FINE SAND AS SHOWN. SITE PLAN FOR Permit valid for REPAID. Or SEPTIC SYSTENI ONLY, due to Et-!- and Local septic vcrF ;cm Beard of Health rev! -^r and approval is rcn,,.-rd for any 'cr" r "" *t ut#o�s/aEterati,: = to fr sewage facltiC^sF^^°','^!"^--•-r+.�!!w, ±:ling. 7 /k q - Date WENDY J. & KENNETH A. LAPRADE ',, 243, 49 DANBURY ST., S. YARMOUTH, MA ic:r uvSEPTEMBER 16, 2009 SCALE: 1"=20' o G, h Y1 RONALD J. CADILLAC, PLS, RS, P.C. FROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN ® r: P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 PAGE 1 OF 1 ©2009 BY R.J. CADILLAC In=