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HomeMy WebLinkAboutEngineered Plan - 2017ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. CONSTRUCTION NOTE: NO AS -BUILT EXISTS. FILL IN ANY CESSPOOLS FOUND. OWNER SAYS ONLY ONE 4o CESSPOOL HAS BEEN PUMPED .(BORTOLOTTI) AND ITS ON THE HIGGINS CROWELL SIDE OF LOT. OWNER r BELIEVES THERE MAY BE A "DRY WELL" OFF KITCHEN SEWER, BUT PLUMBER TIED THIS LINE INTO BATH SEWER. o TRENCHES OR .DRYWELLS MAY. BE MOVED TO AVOID CESSPOOLS. z BENCH MARK -TOP OF MAG. a NAIL SET= 50.00 ASSIGNED U ORCHID N /F GAROFOLO BENCH MARK--S.W. CORNER OF CONC. BULKHEAD=51.69 ASSIGNED (PUT BOOT OF ROD 2" NORTH. OF CORNER) LANE - - - - - - --b, +tt e---444-7-_�- - _-4 975 5$, 09- -I 5 0.15 x 49.0 �p 47,2 48.2 N 88.59'40" E�� 50.29 50.30 I PAVED i 4S 90:50' _U x 51.1 x „9 50 50,4 151 o i 51.03 i DRIVE x 51.4 I I 51.0 7 ( 51.32 I 50.96 LOT 1,6 15 1.M I x 51.1 5� x10,147± S. FF. 51.8 / I 51,34 :.2 51. I x 5L '- 5L3 ...... 513 I EXISTING /51.8 x 51.3 z HOUSE `::::::::::.:::...... ••••• 51,5 .: ................ (2 N 0. 9 W 7.C5 -N /F No : .................... ANDRE ........ 51,5x 51.3 -. N I blk I L how. 51.2 5.69 0 51.1 3�\ N N ��� 51,3 0 51.2 0 �1. O % 5.' 3 TH 1 125'+ 12.5'+ 0 0 RESERVE L____ _"RESERVE _j - 1.31 J •51.11 STUMP 0L5 50.9 I > x 51.0 L_-_ 6__, 01.5 1.7 x 51,2 x 50,9 - : 90.56' K vx 4 _.�7 -77 h S �86'SZ'00 'Vil N /F LTERNATIVE LEACHING AREA N/F 2 DRY WELLS WITH APPROX. MANNING & FORDE BOTEL 0 4' OF STONE. ALL AROUND TO MAKE A 13' X 25' X 2' CHAMBERS IN DEEP LEACH AREA=352 GPD �iJ D -BOX SAME INVERTS' Invert 48.00 TWO 30' TRENCHES LEACH INVERT=47.9 J_ BOTTOM LEACH=45.9 Use Gas Baffle 5.25' TO BOTTOM TH r S=7/8' a i �I I 52. I6t Top Fouhdation JOB N0, Y17-05 NOTES McCormick.dwg 1. LOCUS IS A.M. 46, PARCEL 41. FB33/08 SB14/26 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 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 MAX. 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 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. GRADE MIGHT NEED TO BE TEST HOLE DATE: May 3; 2017 PERFORMED BY: Ron Cadillac, Soil Evaluator LOWERED 2" NEAR 'TEST HOLE WITNESSED BY: Amy Von Hone, RS, CHO (3' MAX. COVER) PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand Invert 49.55 GEOLOGIC MAP(1986): Harwich outwash plain deposits 2T L 40" BUCK �5iu"`" NOT TO SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 4- 8. Existing. C.I. Pipe 12 ADS ARC 36KC Invert 49.26 Invert 48.43 CHAMBERS IN Existing C.I. Pipe Proposed Invert 48.00 TWO 30' TRENCHES Use Gas Baffle S=7/8' 17" cover Proposed Top Units.=48.43 .® Filter Cloth j Invert 48.68 Proposed 1500 Gal. S=3/8"/ft 3" Max. Inspection Plort I Proposed Septic Tank _ _ ______ 10.75" t I I I I 6" St invert 48.17 Invert 48.00 6 45' 47.10 Bottom Proposed Pro one or com act r 1 p P Proposed r I , ,I Q' I �4 $ g, -i - It O, --I Bottc CD DESIGN DATA BEDROOMS: 3 GARBAGE" GRINDER: No REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE LEACHING AREA: 467 SF 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT 12 UNITS X 38.95 SF/UNIT=467 SF(EFFECTIVE) DESIGN CAPACITY: 345 GPD [(467 SF) X .74 GPD/SF] Yfirmouth Health Department PP VE n be Date � -/r r -� THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ) AL R STA AND SIGNATURE. LEGEND ZN OF MAS N, A OF M,4 ° RONALD �s o � RONALD N TH 1 TEST HOLE LOCATION, NUMBER o� JAMES -4 o� JAMES W WATER LINE MARKINGS " CADILLAC Cn " �ADILLAC N G GAS LINE MARKINGS # 1060 O # 35779 x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)ss�°� EXISTING CONTOUR SgNITAR\PN gtio SURD .40 g PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ID EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN HEALTH AGENT APPROVAL DATE i 58' 129" LEACH AREA USE 12 ADS ARC 36HC CHAMBERS IN TWO TRENCHES 30' X 34.5" X 10.75" DEEP, AS SHOWN. BDRM LVRM BDRM FE3A4BDRM I KIT. ENTRY DEN A layer 10yr 2/2 sandy loam E layer 10yr .5/2 loamy sand B layer 10yr 6/8 foamy sand C1 layer 2.5y 6/8 loamy med. sand C2 layer 2.5y 6/4 med. sand no water EXISTING FLOOR PLAN NOT TO SCALE EEADE�DF. SITE PLAN FOR LAWRENCE E. & MARY L. MCCORMICK LOT 15, 9 ORCHID LANE, W. YARMOUTH, MA MAY 199, 2017 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 ©2017 BY R.J. CADILLAC PAGE 1 OF 1 49.1 46.6 40.65