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HomeMy WebLinkAboutEngineered Plan - Rev. 2015ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. f MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: c� o_ 1. VARY LEACH AREA TO PROPERTY LINE BY 5' (5' PROVIDED). rn 310 CMR 15.211 (1). 2. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. Y 0 0 00 40.3 z Q 0 No Ess/ 40,26- C4 0 1 1511,4 0.2640.1540.4 • 3 9.6 8 / 40.0 9.9 /35'56 �0 39.8 40, 8 _ 50" E4 0.1 0 39,5 40 00 40.� LOT 19 3 4J,1 41.2 _ 41.9 40.7 , 41.25 440.2 11,500fS.F. 434 �,8 :..::....:. ,� c '7. NpuSE7. , N - sAG 19 Q1 'Ps ........ J v 40,9 �b ... .......� t . 4 1 �4 /l, t � � .... t1 F� j ?� I r Q �QO�/Vt o_ 40.6 40.6 )-i40 . xi40. `-^ N/F 4 ,6 Deek t l I� 0.9 41.3 MASSAAD Z" _ 40.6 40.9 x X - - oilef ... _ 40. 0, 0 9 -4Q: �-Y - 10.7 bAisE. X .4 i Shed.: /TOP OF SEPTIC TANK IS DOWN 17"P M 4 JU40,9 4 3 NORMAL DECK FOOTINGS GO DOWN 4' EXPOSE FOOTINGS W/O UNDERMINING o\ '40.4 n piortin9s x DECK --IF FOOTINGS ARE RESTING ON 40.2 ��'40.8 TANK HEALTH AGENT MAY REQUIRE 7x CARPENTER TO ALTER DECK SUPPORTS 0.0 X4 41.4 SCF-�Le 1 �, tiQ""oo 4� . X �...- - X,c--,�j` $ ?-x•25 TR ENCRO HES N /F JUDA REDUCE GRADE 2" TO 6" OR BENCH MARK --TOP WOOD STAKE VENT LEACHING SET FLUSH= 40.50 ASSIGNED O TH 1 -W- -E- - G _.-_- 9.5 x8,7 EE x ---- O x 42.0 N /F HEDIN N /F BENCH MARK --TOP EDGE CONC. PATIO UNDER DECK=40.85 ASSIGNED BAILEY (ON WHITE PAINT SPOT NEXT TO BULKHEAD) N /F CAMPOS JOB NO. Y15-13 NOTES Lovely.dwg �- 1. LOCUS IS A.M. 78, PARCEL 12. FB31 /16 SB13/72 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(<0.2% RISK) ON FIRM DATED JULY 16, 2014. 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 6" BELOW GRADE --1 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 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. TEST HOLE DATE: July 16, 2015 PERFORMED BY: Ron Cadillac, Soil Evaluator NO GRADE CHANGES WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (B layer) ARE PROPOSED SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 37.08 21 ARC36 HC UNITS Exist. Flow Line Invert 36.63 r-, Use Gas Baffle Top Units=37.0 9" min. cover Proposed Use Filter Cloth ---------- �-{ Existing I S=1 /8"/ft S=1 /8"/ft �i�� 3" Max. 1000 Gal. I min /,/„�\ _ Inspection Port Septic Tank----------- L----------� 10-3/4„ G ,Be S7 7;t) X09 T1-- G NOT TO SCALE LOCATION MAP HAND BORING 1 DEPTH (inches) ELEV.(feet) 0 1.2 V 32"Q 103" IC layer 2.5y 6/6 med. to fine sand no water -rocks 40.2 39.2 37.5 31.6 35.69 G 41.9 Invert 36.80 Invert 36.59 4.1' Bottom5� 6 Stone or compact Proposed Proposed4, i 7' 5.4 TEST HOLE 4 Bottom HB1=31.6 TH 1 i 28' -� i N II - 1 �-; (02-25-10) 4 High Groundwater=30.3 DEPTH(inches) inches) ELEV.(feet) N 1.6' USGS Adjustment Al 9± V j, BEDROOMS: 3' GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD EXISTING SEPTIC TANK: 1000 GAL. 1 EFFECTIVE TRENCH LEACHING AREA: 456 SF I 4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT 21 UNITS X 24.00 SF/UNIT=504 SF(EFFECTIVE) DESIGN CAPACITY: 368 GPD [(504 SF) X .74 GPD/SF] LEGEND TEST HOLE LOCATION, NUMBER FLOOR PLAN WATER LINE MARKINGS NOT TO SCALE OVERHEAD ELECTRIC WIRES (IF SHOWN) GAS LINE MARKINGS EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR PROPOSED CONTOUR UTILITY POLE (IF SHOWN) EXISTING DRAINAGE CATCH BASIN FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) REV 9/10/15 --BASED UPON CONTRACTOR'S MEASUREMENTS i IS PLAN IS A VALID COPYI ONLY IF IT BEARS nRI�FD STAQP APd`D SIGNAT4--LRE. HEALTH AGENT APPROVAL i l DATE AIW 230 --ZONE B 0 August 2015 Observed damp soil=28.69± 7" (SEE MODIFIED- CERTIFICATION FOR GENERAL USE --REV. 6/30/10) EXCAVATE A 35' BY 8'-8" LEACHING BED. USE 21 ADS 14 ARC36HC, AS SHOWN. FILTER CLOTH IS RECOMMENDED OVER UNITS. 24" Permit valid for REPAIR OF SEPTIC SVS11 l M ONLY, due to State and Loral septic variances. Board, of health review and oapproval is required for any. futiire add iti.ons/renosation s/aIterations to Sewage flacilities aattl/or structures/dwelling. Yarmouth Cl.eatCh Department A P P R0 VE11 awe Date 5 SITE PLAN FOR U 58"Q 132" A layer 10yr 3/1 loamy sand B layer 10yr 4/4 loamy sand C1 layer 2.5y 5/6 loamy sand C layer 2.5y 5/4 medium sand no water G'>3GC�GOdC�D SEP 11 2015 HEALTH DEPT. DOROTHY A. LOVELY LOT 193, 19 CAPT. BESSE RD, S. YARMOUTH, MA JULY 249 2015 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2015 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 17.0 16.0 30.9±