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HomeMy WebLinkAboutEngineered Plan - 2017ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE, c� MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY 4'. 0 VARY LEACHING TO DRAINAGE BY 10'. r VARY TO BASEMENT BY 6'. Y VARY SEPTIC TANK TO LOT LINE BY 2'. o VARY SEPTIC TANK TO BULKHEAD BY 8', TO FOUND. BY 3'. fa VARY LEACHING TO DRAINAGE BY 10'. a 310 CMR 15.211 (1). 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4.28' PROVIDED). 310 CMR 15.212. 3, NO RESERVE AREA IS SHOWN. 310 CMR 15.248. BENCH MARK --TOP WOOD AT CORNER BULKHEAD=11.52 ASSIGNED \5�111 I,I ice' r I I I 1 I 1 9, 21. 14.5' 1 NOTES Vernal.dwg 1. LOCUS IS A.M. 33, PARCEL 201. F833/13 SB14/29 2. ELEVATIONS SHOWN ARE ASSIGNED. BDI M 3. LOCUS IS IN FLOOD ZONE X( 0.2% RISK) AND AE(EL11)ON FIRM DATED JULY 16, 2014. LVRM 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) BDRM BATH 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". DINRM KIT = BDRM 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW I 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. EXIST. FLOOR PLAN 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING.FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. NOT TO SCALE i 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, j AND STONE IN LEACH. AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.. LOT 27 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. WASHING MACHINE IN SHED NEEDS To SLIGHT GRADE CHANGES BE CONNECTED TO i SYSTEM ARE -PROPOSED 1110 S 88.16'20' E LOT 24 a - 86.98'j 1.4 I Invert 8:60± 11.3pt gyp. ( �i X11,4 Existing vc \ 11,6 Top foundation 9 P + _ +11,3 :She t �/ + 10.4 i �_W WW- LOT 28 8,527±S. G PAVED DRRII� - 10.78 91.59' ,5 11.6 TEST HOLE 1 DEPTH (inches) ELEV.(feet) TEST HOLE DATE: May 25, 2017 1 PERFORMED BY: Ron Cadillac, Soil Evaluator - WITNESSED BY. Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (B layer) 24»n SOIL SURVEY(1993): Carver coarse sand 41 GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 8.05 20 ADS ARC 36LP Proposed. CHAMBERS Use Gas Baffle Invert 7.49 Top Units=,7.8 t + 11.4 11,3 23" cover Proposed. ©Filter Cloth .............. ..................:: I � r0 1 �O.9j PLUMBER 70171E LINE Proposed S=1 /4 /ft 4 L_J n Oq i kl I ��, 4 i i i (D 0. `�' INTO SEPTIC; TANK Invert 8.30 1500 Gal. Tank rrtln 11� rrl 2 o N 15' ESTIMATED DRAINAGE i 1 - j i + 10.3 FROM AS -BUILT 10,071 \5�111 I,I ice' r I I I 1 I 1 9, 21. 14.5' 1 NOTES Vernal.dwg 1. LOCUS IS A.M. 33, PARCEL 201. F833/13 SB14/29 2. ELEVATIONS SHOWN ARE ASSIGNED. BDI M 3. LOCUS IS IN FLOOD ZONE X( 0.2% RISK) AND AE(EL11)ON FIRM DATED JULY 16, 2014. LVRM 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) BDRM BATH 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". DINRM KIT = BDRM 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW I 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. EXIST. FLOOR PLAN 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING.FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. NOT TO SCALE i 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, j AND STONE IN LEACH. AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.. LOT 27 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. WASHING MACHINE IN SHED NEEDS To SLIGHT GRADE CHANGES BE CONNECTED TO i SYSTEM ARE -PROPOSED 1110 S 88.16'20' E LOT 24 a - 86.98'j 1.4 I Invert 8:60± 11.3pt gyp. ( �i X11,4 Existing vc \ 11,6 Top foundation 9 P + _ +11,3 :She t �/ + 10.4 i �_W WW- LOT 28 8,527±S. G PAVED DRRII� - 10.78 91.59' ,5 11.6 TEST HOLE 1 DEPTH (inches) ELEV.(feet) TEST HOLE DATE: May 25, 2017 1 PERFORMED BY: Ron Cadillac, Soil Evaluator - WITNESSED BY. Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (B layer) 24»n SOIL SURVEY(1993): Carver coarse sand 41 GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 8.05 20 ADS ARC 36LP Proposed. CHAMBERS Use Gas Baffle Invert 7.49 Top Units=,7.8 t + 11.4 11,3 23" cover Proposed. ©Filter Cloth .............. ..................:: t 114 I - 1 11.4 PLUMBER 70171E LINE Proposed S=1 /4 /ft S-1 8,. ft 3" Max. / inspection Port W INTO SEPTIC; TANK Invert 8.30 1500 Gal. Tank rrtln 11� V) o Septic I Proposed P_ ---------- 0 0 41,0---- 11.3 I ' 3.8" 117 0 Q0 U) .:: CONC. i 11.2 I Invert 7:45 T 7.13 P o sed 112`o U i PATIO `i G% :I I X 442---J 11.3 W O 1 74 BENCH MARK --TOP S.W. CORNER OF STOOP =11.74 ASSIGNED 7 LOT 29 A + 10.C)+ 11.2 0 1.2 10.9 10.6 10.6 Invert 7.66 r po 6" Stone or compact Proposed 4' J 14' i i - 19 LOT 23 4' DESIGN DATA - 4.28' 1.3' USGS Adjustment November 2009 Zone A Observed Water --1.55 A layer 10yr 3/3 sandy loam JB layer 10yr 6/8 loamy sand i » BEDROOMS: 3 GARBAGE GRINDER: No _ LEACH AREA REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. USE 20 ADS ARC 36LP CHAMBERS EFFECTIVE LEACHING AREA: 473 SF IN BED FORMATION AS SHOWN IN 4.73 SF/LF X . 5'/UNIT=23.65 S.F/UNIT 11'-4" X 20' X 3.8" DEEP BED 20 UNITS X.24 SF/UNIT=473.SF(EFFECTIVE) DESIGN CAPACITY: 350 GPD [(473 -SF) _X ,.74 .GPD/SF] Permit valid for REPAIR OF SEI''I•IC SVSTEM` ONLY,, due to State and Local septic varumces. Board of llealth review and approval is required for any; future additions/re novationsh,Itera tions to sewage facilities an(I/or structuresldwelling: Yarmouth Ile.alth Department s%/"� APS J10V E1))) , / SITE PLAN • -=_ •:,-G� v� Name; Date' FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS H* DAVID & MARY F AN ORI EDS P f SIGNATURE. LOT 289 -66 PINE GROVE RD, S. 1HOFMAs I ��oFMA JUNE 169 2017 SCALE C layer 2.5y 6/3 med. fine sand » _oosei 11.05 10.2 7.2 1.55 1.3 . VERNAL YARMOUTH, MA 1 "=20' �� C 5��� SS9c LEGEND°= RONALD yGs°? RONALD yam • TH 1 TEST HOLE LOCATION, NUMBER o JAMES T o I JAMES CADILLAC °' " i CADILLAC C y W WATER LINE MARKINGS # 1060 # 35779 RONALD J. CADILLAC, PLS, RS, P.C. ��, � E OVERHEAD ELECTRIC WIRES (IF SHOWN) �Fc 'STER G GAS UNE MARKINGS N(rn40 PROFESSIONAL _LAND SURVEYOR & REGISTERED SANITARIAN --sga�P�' do sugvE x 9.5 x10,8 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)"Y"�I I b� i .�` P.O. BOX 25$ EXISTING CONTOUR I -WEST YARMOUTH., -MA 02673 g PROPOSED CONTOUR (508) 775-9700 QJ UTILITY POLE (IF SHOWN) j ® EXISTING DRAINAGE CATCH. BASIN HEALTH -AGENT APPROVAL DATE x - FENCE (1F SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) ©2017 BY R.J. CADILLAC PAGE 1 OF 1 F�.w UJZ . VERNAL YARMOUTH, MA 1 "=20' �� C 5��� SS9c LEGEND°= RONALD yGs°? RONALD yam • TH 1 TEST HOLE LOCATION, NUMBER o JAMES T o I JAMES CADILLAC °' " i CADILLAC C y W WATER LINE MARKINGS # 1060 # 35779 RONALD J. CADILLAC, PLS, RS, P.C. ��, � E OVERHEAD ELECTRIC WIRES (IF SHOWN) �Fc 'STER G GAS UNE MARKINGS N(rn40 PROFESSIONAL _LAND SURVEYOR & REGISTERED SANITARIAN --sga�P�' do sugvE x 9.5 x10,8 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)"Y"�I I b� i .�` P.O. BOX 25$ EXISTING CONTOUR I -WEST YARMOUTH., -MA 02673 g PROPOSED CONTOUR (508) 775-9700 QJ UTILITY POLE (IF SHOWN) j ® EXISTING DRAINAGE CATCH. BASIN HEALTH -AGENT APPROVAL DATE x - FENCE (1F SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) ©2017 BY R.J. CADILLAC PAGE 1 OF 1