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HomeMy WebLinkAboutEngineered Plan - 2017YS DIG..SAFE. PRIOR.. TO CONSTRUCTION --UTILITY LOCATIONS SHOWN. INCOMPLETE.. BENCH MARK --TOP MAG NAIL SET IN PAVEMENT=10.00 ASSIGNED Q 10.00 1 9.72 9.9 _- + 10.27 X 1 + 10.41 '1.28 x 10.6 \11.1.010.35 + 10,80x 10.7 ( 10.45 1pp.p' TH 1 x 10, 10.33 3 10.83 W1 X 11,3 v� ►, 11.1' LOT 170 w lin C SEWER 'PIPE APPEARS TO�NDATION BE HUMPED! RUN BACK TO FO'PTMH IS 1/4"/FT.HOUSE0 TANK. 11,8112,000±S.F. L C.I.Q. 9 X 11 x►:::....i�i9 / 11.4 N F 1 ' ::::::..... � :•:::��.��:.�.... ••• WHYNOT ' 11.59 10.7 :. SE NO 41 X 0.2 X �� x il. `STING HGv basemenk Gi 10.6 r :.:::::•:'•'• to f X 0 I CR .....::::... J"`'1' BENCH MARK--S.E. CORNER OF 51ab 1. 0,9 �y C� 10 CONC. BULKHEAD =11'.49 ASSIGNED .. ......... 10 7 '00c. i " -13.9 10 0.07 NPotio i x 9,3 / X 10, _ 11,5 10.8 Xi9� X ,. 9.3 COLLARD ' lrs l0,90 x 9 -� X 9.5 9 .1' *60 '03-P1 S S '5�0'l1_y X 9. I �8y 9,2 1 � � 9.4 �. Fr=ee 1 36 apple 9.5 i .3 x 9.3 uc------------ �- '� RESERVE q X ss o / N /F FENCE NOT ON KICHUKOVA REAR LINE NN /F PROPOSED ,INVERT=7.55 REEVESWHICH IS 16"TO 21" BELOW GRADE -NO FILL IS EX- PECT AT REAR OF LOT. N/F ROCHA .REMOVE CLOGGED STONE WITHIN 5' OF NEW TRENCH LEGEND TH 1 TEST HOLE LOCATION, -NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x 9.5 x 9,9 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) FB33/18 SB14/30 EXISTING CONTOUR g PROPOSED CONTOUR ELEVATIONS SHOWN ARE ASSIGNED'. UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE' CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF -SHOWN, NOT ALL SHOWN) N/F ROCHA .REMOVE CLOGGED STONE WITHIN 5' OF NEW TRENCH I I 6 Stone or compact Proposed Proposed i I ,I , �' I I I I j 1 I .8 i t- 29' -� I _ I-- ; --I High Groundwar=2.55 0.6' USGS Adjustment Zone3B June 2017 DESIGN DATA Observed Water=1:95 BEDROOMS: 3 GARBAGE GRINDER: No LEACH AREA REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. USE 12 ADS ARC 36HC CHAMBERS EFFECTIVE :LEACHING -AREA: 1467.4.SF IN TWO TRENCHES 30' X 34.5" X 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT 10.75" DEEP, AS SHOWN. 12 UNITS X 38.95 SF/UNIT=467.4 SF(EFFECTIVE) DESIGN CAPACITY: 345 GPD [(480 SF) X .74 GPD/SF] BDRM I BDRM LI VRM SITTING ROOM KITCH EXISTING FLOOR PLAN NOT TO SCALE THIS PLAN IS A VALID COP ONLY IF IT 'BEARS AN ORI-C� RSP ,G\T-tAMP--PRD SIGNATURE. HEALTH AGENT -APPROVAL DATE AXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY 5' (5' PROVIDED). 310 CMR 15.211 (1). 2. VARY SEPARATION . TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310 CMR 15.212. 3: VAR*-G4D:'1=R--OVER-SEP-TW,ZMK-B-- ".. 310 CMR15.228 (1) Perswit va6W for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local septic varia:�ces. PGard of He&Nh review and approvml i5 required for apy future additions/ren®vcdioas/alteral;ons to JUL 13 n s�vc,e facilk!ces ansa/or structures/dwelling. Y31 Yarmoulb Heallih 11<,2partn;ana :HEALTH DEPT, S1 TE �P_LA N fvw a -1v � 1 `7 li. ,� PETER M. P. NORRIS, TR. LOT 1709 141 CAPT. NICKERSON RD, S. YARMOUTH., M.A JULY 129 2017 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673��� ©2017 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 JOB NO. Y17-08 NOTES Norris.dwg o0 1. LOCUS IS A.M. 78, PARCEL 44. FB33/18 SB14/30 Rd• 2. ELEVATIONS SHOWN ARE ASSIGNED'. \ 3. LOCUS IS IN .FLOOD ZONE .:X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. G 04�' 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. a 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 FLOWa. D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 101009 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. o'er NOT To COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 2 ON LEACHING Gop'SCALE TO. 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 CESSPOOL/LEACHPIT. 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 11.2 RAISE GRADE SLIGHTLY TEST HOLE DATE: June 29, 2017. Fill OVER TANK PERFORMED BY: Ron Cadillac, Soil Evaluator 24" 9,2 WITNESSED `BY: Amy Von Hone, `RS, CHO L PERC RATE: <2'-00"/inch (B layer) B layer 1Oyr 5/8 12.06 SOIL SURVEY(1993): Carver coarse sand Q loamy sand Top Foundation GEOLOGIC MAP(1986): -Harwich outwash plain deposits 42" 7 7 Invert 8.74 Existing cast Iron 12 ADS ARC 36HC Invert 8.01 .Invert .9.15 CHAMBERS C C layer 2.5y 6/3 Existing pvc Proposed Use Gas Baffle Invert 7.55 fine sand Proposed Top Units_=7.98 Use 6" cover ® Filter Cloth i' Proposed S=1 /8"/ft » 3" Max. S=1 /8 /ft I Invert 8.26 1500 Gal. Septic Tank _/ Ins ection Port min. r p 111 " o_b_se_rve_d_water -- ----- 1.95 ' Proposed I ---------- 10.75" 126" 0.7 6.65 I Invert 7.72 Invert 7.55 4 1, Bottom I I 6 Stone or compact Proposed Proposed i I ,I , �' I I I I j 1 I .8 i t- 29' -� I _ I-- ; --I High Groundwar=2.55 0.6' USGS Adjustment Zone3B June 2017 DESIGN DATA Observed Water=1:95 BEDROOMS: 3 GARBAGE GRINDER: No LEACH AREA REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. USE 12 ADS ARC 36HC CHAMBERS EFFECTIVE :LEACHING -AREA: 1467.4.SF IN TWO TRENCHES 30' X 34.5" X 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT 10.75" DEEP, AS SHOWN. 12 UNITS X 38.95 SF/UNIT=467.4 SF(EFFECTIVE) DESIGN CAPACITY: 345 GPD [(480 SF) X .74 GPD/SF] BDRM I BDRM LI VRM SITTING ROOM KITCH EXISTING FLOOR PLAN NOT TO SCALE THIS PLAN IS A VALID COP ONLY IF IT 'BEARS AN ORI-C� RSP ,G\T-tAMP--PRD SIGNATURE. HEALTH AGENT -APPROVAL DATE AXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY 5' (5' PROVIDED). 310 CMR 15.211 (1). 2. VARY SEPARATION . TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310 CMR 15.212. 3: VAR*-G4D:'1=R--OVER-SEP-TW,ZMK-B-- ".. 310 CMR15.228 (1) Perswit va6W for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local septic varia:�ces. PGard of He&Nh review and approvml i5 required for apy future additions/ren®vcdioas/alteral;ons to JUL 13 n s�vc,e facilk!ces ansa/or structures/dwelling. Y31 Yarmoulb Heallih 11<,2partn;ana :HEALTH DEPT, S1 TE �P_LA N fvw a -1v � 1 `7 li. ,� PETER M. P. NORRIS, TR. LOT 1709 141 CAPT. NICKERSON RD, S. YARMOUTH., M.A JULY 129 2017 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673��� ©2017 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1