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HomeMy WebLinkAboutDecision 4538ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. rn CL ZONING DISTRICT:_ R25 00 HOUSE o FRONT YARD 30' m SIDE YARD 15' Q REAR YARD 20' LOT COVERAGE 25% N�/F ARDITO PROPOSED HOUSE N /F BARGSLEY. 10.73 LOT COVERAGE PROP. HOUSE 1165 S.F. PROP. PORCHES 150 S.F. PROP. GARAGE 336 S.F. PROP. DECK 280 S.F. PROP. CHIMNEY/STEPS 42 S.F. x - TOTAL 1973 S.F. 1973 S.F./10,290 S.F.= 19.2% MONOLITHIC 1000 GALLON H-10 PUMP CHAMBER COVER TO GRADE DRILL 3/8" WEEP/VENT HOLE Recommend Floats 2" PVC replaceable from top r',� 10.69jAlarm -. -Quick Disconnect/ Invert 32�� Check Valve On el.8.23 6,19 6" STONE UNDER x 10, \ x 10,2 10,\4 ).31 L \ 10.26 a� \ 0 8 % oo- 0, \ S.F. x lON57 10.35 x 10,6 ,\ i \ 10,63 _ � aj�� 10.54 E 14.0 Prop. Top Found. 12.0 Top Slab ALARM & PUMP NOTES 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 4. PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. USE MEYER SRM4, 4/10 HP PUMP, OR EQUIVALENT. 6. TO PROVIDE FOR EASY AND SAFE MAINTENANCE OF PUMP: -PROVIDE UNION/DISCONNECT IN 2" PVC LINE AT TOP PUMP CHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOATS BE ATTACHED TO 2" PUMP LINE SO FLOATS CAN BE ADJUSTED OUTSIDE CHAMBER. NOTES Jumes2._dwg 1. LOCUS IS A.M. 23, PARCEL 199. FB29/75 SB13/41 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON VERTCOM. 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. LOCUS IS IN FLOOD ZONE B & AE (BFE 11) ON PROPOSED FIRM MAY 2013. 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. COVERS: BUILD UP COVERS TO 3" BELOW GRADE-- 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, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. OLE DATE M h 13 2014 Invert 12.21 Proposed S=7/8"/ft 9" min. cover j Proposed IL Invert 10.98 / 1.500 Gal. Septic Tank Proposed 6.48 Bottom st TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 11 5 TEST H arc , 10' PERFORMED BY: Ron Cadillac, Soil Evaluator _ WITNESSED BY: Amy Von Hone, RS, CHO E PERC RATE: <2'-00"/inch (C layer) 28010. SOIL SURVEY(1993): Carver coarse sand 36' GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 10.73 21 ADS ARC 36LP CHAMBERS Proposed Use Gas Baffle Invert 11.23 Effluent Filter Proposed Top Units=11.52 See detail @ Filter Cloth 89 i 1 6 Stone or cUF I IPUCt Invert 11.40 Proposed I I I -3'-a • 10.46 ~- 17' DESIGN DATA S=1 /8"/ft min. Sanitary Tee Invert 11.17 Proposed 5' 2'. i I I CD I 5' 3" Max. Inspection Port -------- 13.8" 120" T 0.85 53 Bottom High Groundwater=5.85 i 1.75' USGS Adjustment I February 2014 Zones A Observed Water=4.1 BEDROOMS: 3 GARBAGE - GRINDER:. LEACH AREA REQUIRED CAPACITY: 330 GPD ^ ' (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 01/11/11) PROPOSED SEPTIC TANK: 1500 GAL. USE 21 ADS ARC 36LP (3.8" INVERT) EFFECTIVE LEACHING AREA: 496.65 SF CHAMBERS WITH OUT STONE SET IN 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 3 ROWS, AS SHOWN. 21 UNITS X 23.65 SF/UNIT=496.65 SF(EFFECTIVE) 5' REMOVAL & BARRIER DESIGN CAPACITY: 367 GPD [(496.65 SF) X .74 GPD/SF] REMOVE TOPSOIL DOWN 10"f TO .PUMP CHAMBER STORAGE CAPACITY: 330 GAL. B LAYER FOR 5' ALL AROUND AND UNDER. INSTALL BARRIER DOSES PER DAY: > 4 WHERE SHOWN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL -RED STAKP ,A-l'Q SLGNAT-URE. OF MgsS9c RONALD yG JAMES a CADILLAC # 1060 s -T ��'-\H OF M4SS9c�G RONALD a JAMES CADILLAC # 35779 S�� pQ HEALTH AGENT APPROVAL DATE SITE PLAN FOR IA layer 1Oyr 3/3I sandy loam B layer 10yr 5/8 loamy sand C layer 2.5y 6/4 med. coarse sand TEST HOLE 2 10.7 8.5 4.1 1.5 DEPTH (inches) ELEV.(feet) 0 11.5 A layer 10yr 3/4 loamy sand 6" 11.0 B layer 1Oyr 5/8 loamy sand 36" - - - - 18.5 C layer 2.5y 6/4 med. coarse sand _observed water __14.1 120"' '1.5 JAMES G. 8c PATRICIA A. JUMES LOT 289 39 ACRES AVE., WEST YARMOUTH, MA APRIL 9, 2014 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 LEGEND Bottom TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) -G-- GAS LINE MARKINGS x 9.5 x$,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,,,-6--- EXISTING CONTOUR g--- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) IE EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 4/21/2014- -PROPOSED GARAGE REV. 4/15/2014 --ZONING & LOT COVERAGE x 10, \ x 10,2 10,\4 ).31 L \ 10.26 a� \ 0 8 % oo- 0, \ S.F. x lON57 10.35 x 10,6 ,\ i \ 10,63 _ � aj�� 10.54 E 14.0 Prop. Top Found. 12.0 Top Slab ALARM & PUMP NOTES 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 4. PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. USE MEYER SRM4, 4/10 HP PUMP, OR EQUIVALENT. 6. TO PROVIDE FOR EASY AND SAFE MAINTENANCE OF PUMP: -PROVIDE UNION/DISCONNECT IN 2" PVC LINE AT TOP PUMP CHAMBER SO PUMP CAN BE REMOVED FROM TOP OF TANK. -RECOMMEND FLOATS BE ATTACHED TO 2" PUMP LINE SO FLOATS CAN BE ADJUSTED OUTSIDE CHAMBER. NOTES Jumes2._dwg 1. LOCUS IS A.M. 23, PARCEL 199. FB29/75 SB13/41 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON VERTCOM. 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. LOCUS IS IN FLOOD ZONE B & AE (BFE 11) ON PROPOSED FIRM MAY 2013. 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. COVERS: BUILD UP COVERS TO 3" BELOW GRADE-- 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, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. OLE DATE M h 13 2014 Invert 12.21 Proposed S=7/8"/ft 9" min. cover j Proposed IL Invert 10.98 / 1.500 Gal. Septic Tank Proposed 6.48 Bottom st TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 11 5 TEST H arc , 10' PERFORMED BY: Ron Cadillac, Soil Evaluator _ WITNESSED BY: Amy Von Hone, RS, CHO E PERC RATE: <2'-00"/inch (C layer) 28010. SOIL SURVEY(1993): Carver coarse sand 36' GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 10.73 21 ADS ARC 36LP CHAMBERS Proposed Use Gas Baffle Invert 11.23 Effluent Filter Proposed Top Units=11.52 See detail @ Filter Cloth 89 i 1 6 Stone or cUF I IPUCt Invert 11.40 Proposed I I I -3'-a • 10.46 ~- 17' DESIGN DATA S=1 /8"/ft min. Sanitary Tee Invert 11.17 Proposed 5' 2'. i I I CD I 5' 3" Max. Inspection Port -------- 13.8" 120" T 0.85 53 Bottom High Groundwater=5.85 i 1.75' USGS Adjustment I February 2014 Zones A Observed Water=4.1 BEDROOMS: 3 GARBAGE - GRINDER:. LEACH AREA REQUIRED CAPACITY: 330 GPD ^ ' (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 01/11/11) PROPOSED SEPTIC TANK: 1500 GAL. USE 21 ADS ARC 36LP (3.8" INVERT) EFFECTIVE LEACHING AREA: 496.65 SF CHAMBERS WITH OUT STONE SET IN 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 3 ROWS, AS SHOWN. 21 UNITS X 23.65 SF/UNIT=496.65 SF(EFFECTIVE) 5' REMOVAL & BARRIER DESIGN CAPACITY: 367 GPD [(496.65 SF) X .74 GPD/SF] REMOVE TOPSOIL DOWN 10"f TO .PUMP CHAMBER STORAGE CAPACITY: 330 GAL. B LAYER FOR 5' ALL AROUND AND UNDER. INSTALL BARRIER DOSES PER DAY: > 4 WHERE SHOWN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL -RED STAKP ,A-l'Q SLGNAT-URE. OF MgsS9c RONALD yG JAMES a CADILLAC # 1060 s -T ��'-\H OF M4SS9c�G RONALD a JAMES CADILLAC # 35779 S�� pQ HEALTH AGENT APPROVAL DATE SITE PLAN FOR IA layer 1Oyr 3/3I sandy loam B layer 10yr 5/8 loamy sand C layer 2.5y 6/4 med. coarse sand TEST HOLE 2 10.7 8.5 4.1 1.5 DEPTH (inches) ELEV.(feet) 0 11.5 A layer 10yr 3/4 loamy sand 6" 11.0 B layer 1Oyr 5/8 loamy sand 36" - - - - 18.5 C layer 2.5y 6/4 med. coarse sand _observed water __14.1 120"' '1.5 JAMES G. 8c PATRICIA A. JUMES LOT 289 39 ACRES AVE., WEST YARMOUTH, MA APRIL 9, 2014 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1