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HomeMy WebLinkAboutEngineered Plan - 2016ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. JOB NO. Y16-21 NOTES Feist.dwg 1. LOCUS IS A.M. 39, PARCEL 235. F832/17 SB14/14 Locus a_ 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. ? P M 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Y N/F 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. O 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. LAWRENCE REALTY 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". SALz 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOWa D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. BENCH MARK --TOP OF SPIKE SET 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. RTE 28 DOWN 3" IN STONE= 20.00 ASSIGNED COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING Z,* 20.8 0 (ON RANGE UNE OF GARAGE & 3.5' OFF E.O.P.) 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 stx 21.3 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, fed �, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. N/F / 20,9 / 19.97 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING COLLETT 1 _�0.6 x 2/0.9 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. ( 1.1 x 21,4 C / NO GRADE CHANGES 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV. feet) ix 211 211 ARE PROPOSED 0 A layer 10yr 3/2 20.6 r 2,x,5 TEST HOLE DATE: August 11, 20165„ loamy sand CENTER OF NEW SEWER LINE PERFORMED BY. Ron Cadillac, Soil Evaluator E layer 10yr 5 2 05 0'8 E / " WITNESSED BY- Am Von Hone, RS, CHO Y �y �o TO EXIT 2 -8 BELOW TOP y 10" loam sand 19 8 �°c S/a(� ��� X1,3 / / OF FOUNDATION (OR HIGHER) PERC RATE: <2'-00"/inch (B layer) L B layer 10yr 6/8 >l SOIL SURVEY(1993): Carver coarse sand loamy sand / Invert 20.02 GEOLOGIC MAP(1986): Harwich outwash plain deposits 25"0- X 21`_x. STp �/ / 21.7 22.85f 42" P.} X12 x 20,20 Top Foundation Proposed-REPLUMB 17.1 x 21.1 :'' `� :: 21,4 Invert 19.53 12 ADS ARC 36HC 20.9 �F.: r� 2 pgRk� / Proposed CHAMBERS C layer 10yr 6/6 Use Gas Baffle Invert 19.20 medium sand Top Conc.=19.53 ...... G"�� kw / / S=1/4"/ft 6" cover Proposed p Filter Cloth p.. x 21.8 G�218 c � / 20,09 Proposed S=1/8"/ft S=1/8"/ft 3" Max. 21'2 :': EXISTING HOUSE •: 01.8 \" 2 / O Invert 19.78 1500 Gal. in.rInspection Port L 0 T 5 6 3 2,b'00 I Proposed Septic Tank X 21. N O. 6 2 %� I - " observed water Cr�1WI ^ / V I 10.75 136 ----- 9.3 :: X 13, 257 S. F. o �' x -0.3 I ,/ M i Invert 19.37 Invert 19.10 18.2 22.0 x 21.4 ti 1 5 Bottom 20.28 x 0,8 , 9.9 1 6 Stone or compact Proposed Proposed I X 21.0 39• I ---I - ti/ I 1 , 12' �- 16' -� I N I-1 -1 High Ground Water=13.2 11_1 1_I 10 \ 004a a, ' -"st- N °' / _ m 3.9' USGS Adjustment 20.22 0D t m < August 2016 21:4 C /// DESIGN DATA CD Zone B ,y x 20.7 x 20,6 b, Observed Water=9.3 p, 21 20.6 0 6 x/ BEDROOMS: 3 MIN. \20.14 gg, x 20.2 5'-9" - GARBAGE -GRINDER: No _ - -- LEACH -AREA ------_- TH 1 20.3 c /`% / 19.84 \ � / � REQUIRED CAPACITY: 330 GPD y / WOR PROPOSED SEPTIC TANK: 1500 GAL. USE 12 ADS ARC 36HC CHAMBERS \\ �5 20 4 ?S. / i 0 2 KSHOp EFFECTIVE LEACHING AREA: 467.4 SF " O IN TWO TRENCHES 30' X 34.5" X \ 20,6 20,4 / rk, 10.75 DEEP, AS SHOWN. 20.46 \ \ 20.3 / �I- FSM% 12 UNITS 7.79 LX 38.95 U F/UNIBT 467.4 SF(EFFECTIVE) 0.5 \20.01 / �/// DESIGN CAPACITY: 345.9 GPD [(467.4 SF) X .74 GPD/SF] \ A�7.31 X0,07 n \ R_25. 00 / ®)9.51 \\ o 4�, x -0,3 KIT. BATH BDRM MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: \ x 20,2 ® 9.69 \ 1. USE 6' COVER OVER SEPTIC TANK. 310CMR 15.228 1 2014 / (� LVRM 2. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248. BDRM - - \ x 2 Permit valid for REPAIR Ok SEPTI(• SVS•I-1 M 9' ONLY,1 dice to State and I ocal se )tic variant �s. _-119.744 Board of Health review and am)rovalts required or any_ future additions/renm,tlions/alterations to BENCH MARK -TOP &CENTER OF sewage facilities and/or structureS/tlwellinp. CONC. BOUND = 20.46 ASSIGNED EXISTINGFLOOR P 1� Yarmouth 11e,311h Oep,rr•tlient (54' OFF CENTER OF CATCH BASIN) NOT TO SCALE SITE PLAN /.6�� r/APPR0VED RAISE GRADE 2" TO 6" OVER LEACHING AND TANK THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. y,�ZH of MASSgC (H OF 41go RONALD �Gtr�°� ' RONALD o JAMES o JAMES -4 CADILLAC rn " CADILLAC 0 '> # 1060 °p o# 35779 f: � o � FG/STERE ! �ESS\� Q ,r SANITAR\PN 1 1�1 Vv ` HEALTH AGENT APPROVAL, DATE FOR _ � 1Mm3e. JACOB FEIST °ate LOT 56, 62 NOBBY LANE, W. YARMOUTH, MA SEPTEMBER 16, 2016 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2016 BY R.J. CADILLAC PAGE 1 OF 1 LEGEND ' -- TH 1 TEST HOLE LOCATION, NUMBER W APPROX. WATER LINE FROM AS -BUILT E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x 9.5 2` EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR B--- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ID EXISTING DRAINAGE STRUCTURES TREE (IF SHOWN, NOT ALL SHOWN) THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. y,�ZH of MASSgC (H OF 41go RONALD �Gtr�°� ' RONALD o JAMES o JAMES -4 CADILLAC rn " CADILLAC 0 '> # 1060 °p o# 35779 f: � o � FG/STERE ! �ESS\� Q ,r SANITAR\PN 1 1�1 Vv ` HEALTH AGENT APPROVAL, DATE FOR _ � 1Mm3e. JACOB FEIST °ate LOT 56, 62 NOBBY LANE, W. YARMOUTH, MA SEPTEMBER 16, 2016 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2016 BY R.J. CADILLAC PAGE 1 OF 1