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HomeMy WebLinkAboutEngineered Plan - 2016ALWAYS .DIG .SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN .INCOMPLETE. a, a N Y o USE 2 TRENCHS 00 „ N EACH TRENCH IS a 1.4 50' X 34.5" X 10.75" CL 5� I sy W/10 ADS ARC36 HC 10' -____-- 0.9 CHAMBERS=576. GPD RESERVE ------------ ---- 8----- 7.5" \ 46-3- 8'-7.5"' RESERVE ,..�� X_ p o D DR* 09.9 w LILYw z w w of CD OPTIONAL LEACHING TRENCHES ,--4 r.2 7 - .Ci 41,1 1 "-20' �i 40.79 1.10 / / 41.0 , , LOT 26 /-'4 0.4 x\15, 280± S. F. `�, � 1'I /� 41,34 J 41. 4 1 i, 41 3 43.0 ( 40,110/ / \ k2 x 41.5 /41,22 / 4'0.841.1 41.25 .1/41.69 X �- 40.98 / "1 1-1 /41.47 142.7 41,2 1.6 42.2 X 40.72 :....... x.39,7, 40.9 / x 0.1 X f I 7_7 �� \\ S��NG X42.6 JOB NO. Y16-17 NOTES Leighton.dwg 1. LOCUS IS A.M. 90, PARCEL 101. FB32/12 SB14/13 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.29; 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 D -BOX, 3 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 FN N" OT TO /CALE LOCATION MAP 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 42,03 TEST HOLE DATE: July 14, 2016 g" NO GRADE CHANGES PERFORMED BY. Ron Cadillac, Soil Evaluator WITNESSED BY: AmyVon Hone, RS, CHO ° ARE PROPOSED PERC RATE: <2'-00"/inch (B layer) 27"� SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 32 Invert 40.90± Invert 39.40 3 DRY WELLS Exist. End C.I. Pipe Proposed Invert 36.86 Use Gas Baffle Top Conc.=37.5 Pro 9" cover Proposed S=5�8"eft p' Top Stone/Filter Cloth=37.1 Proposed S=1 /2"/ftS=1 /8"/ft �� 6" Max. j Invert 39.65 1500 Gal. min. Proposed Septic Tank -_ I � 24" 132" I 34.7 I i �� Invert 37.03 Invert 36.7 ' Bottom 6 Stone or compact Proposed Proposed 14 i 5.6 g� i- -I- 26 f �- 60' -a i N i- '--I 2, Bottom TH1=29.1 G 14 39. \ �� O G) \ �y' 0, Fj0 O X / N /F 39. \ G� V 4L3 :::. N semer� ^ o d 42,3 ri CONNOLLY 8 N \ .. ® 69 / :•,.i: �\\Gto���\ ::::: 42.1 a X I .8 \ :. �� �" 431 Pogo \ X 41,9 2'2h 42,03 42.2 40. / x 40.4 S\ab �� y 42,0 3 .64 `, oeck �\ �\ X x 40,2 41.2 ��� X1,6 X x 41.6 42.0 �, 1,4 „ 1 ' o� 0' N _ _`�9' _ I� 15' X N I ----- - ----- I ��3 0.9 I I39r,x 38.8 3 .8 RESER H 1 `:, X0.1 I �41 1.8 o It I' , 1,8 `-� 3 'C - Q i ---x d0,_ \ 47-8" ' N_ r' I 39.4I _'� 0 1.4 x 41,.::: EXIsi I I I X- SHED i x 40,2 ------------ - - ---- I 39, o � x 11 _ x 39.8 122.00' 40.4 N 88'42'10" E N /F BENCH MARK --TOP & CENTER OF CONC. BOUND=39.96 ASSIGNED CHAKRAVARTI LEGEND TH 1 TEST HOLE LOCATION, NUMBER WWATER LINE MARKINGS (FROM AS -BUILT) G GAS LINE MARKINGS x 9.5 -8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,-6 --- EXISTING CONTOUR g--- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) 1 42.0 BENCH MARK--S.E. CORNER OF CONC. BULKHEAD=42.05 ASSIGNED DESIGN DATA CD LEACH AREA USE 3 DRY WELLS SPACED 5'-3" APART BEDROOMS: 5 WITH 4' OF STONE ON THE ENDS AND GARBAGE GRINDER: No 3'-7" OF STONE ON THE SIDES TO MAKE REQUIRED CAPACITY: 550 GPD A 12' WIDE BY 44' LONG 'BY 2' DEEP SEPTIC TANK:. 1500 GAL. LEACH AREA. BOTTOM LEACHING AREA: 528 SF [(44' X 12')] SIDE LEACHING AREA: 224 SF [2(12'+ 44') X 2' DEEP)] DESIGN CAPACITY- 556 GPD [(528 SF + 224 SF) X .74 GPD/SF] GAR I N /F WARD THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN =PA IGNA-TURE. f 9A- �°���\�N °F M�SS9ctiG RONALD sm o JAMES CADILLAC # 1060 `\ I���+STE- RONALD G`fm o JAMES CADILLAC # 35779 ! �A, ss 0 NO SUR\J HEALTH AGENT APPROVAL DATE Yarmouth Health Department Ppl' VED Name -� Date 1 ST FLOOR I LVRM DEN I "'" " KIT FLOOR PLANS NOT TO SCALE ONE FINISHED ROOM IN BASEMENT SITE PLAN FOR BDRM C layer 2.5y 7/4 medium sand (10% gravel) no water OFFICE CU D BDRM S BDRM D BDRM 2ND FLOOR JAMES F. 8c PATRICIA S. LEIGHTON LOT 26, 50 GREEN WAY, SOUTH YARMOUTH, MA JULY 269 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 40.1 39.3 37.4 29.1