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HomeMy WebLinkAboutEngineered Plan - 2015ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. rn cV c� N rn Y O O M Z a a_ N /F T. 0. Y. BENCH MARK--N.E. CORNER OF BOTTOM STEP= 42.73 ASSIGNED x 40. x 40.E BENCH MARK--N.W. CORN. OF CONC. N 79.1950" BULKHEAD=42.64 ASSIGNED 06' x 40,8 joo. N /F CHUBB • TH 1 W E - _- 6 x 9.5 X$,7 8-- 0 x - 0 x 41.3 0 1.6 0.L8 1.9 _ SERVE , iOS __ --► r RE o x 41.7 X 41,4 0 1.4 �0SERVE X 1,8 1 N X 41.6 x 41.1 T H 1 r -4T:. 0 N 11 EX o0c 11 64 1 .....::::: .......... A 41,29 42,7 1 _ .......... 1-9-..# co.21 :....:::::..... x 2.:.-:.��:::::.�:::.�::.... 41.8 x.;.1...::....1 Ov 42. ti 42. 11 EX�STIN� HJE N, U% 1 p.L' N x 41,6 `. Slob ',1 go� neOt I KIT DNRM - GAR. LVRM BATH1 BATH BDRM I BDRM FLOOR PLAN NOT TO SCALE x 40.9 N /F 01. KAMYCK 2.1 x 41.3 U1 9, N 6 41.8 .. o m o ��2.0 _..i�.42,71� b _ LOT 176 `02 11 11 x 42.6 11,356±S.F. L 1 x 42. I r� �* 42.2 ' � o 4��4213 42.1 42�4� �z 41.4 7.25'50 41.22 G 41.39 _ 44'rO2 1 41.38 \ _ � -•� x 41 , X4"1 20 41,4/ _ , J 41.18 (SS 415 v 0 41.36 LEGEND TEST HOLE LOCATION, NUMBER WATER LINE MARKINGS 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) 46.26± Top Foundation NOTES Morris.dwg 1. LOCUS IS A.M. 78, PARCEL 17. FB31/46 SB14/02 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 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. NO GRADE CHANGES ARE PROPOSED Invert 40.34 Existing TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 TEST HOLE DATE: Dec. 3, 2015 8" PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: 2'-10"/inch (B layer) 27"a SOIL SURVEY(1993): Carver coarse sand 30" GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 39.79 8 ARC36 HC UNITS Proposed Invert 39.10 Use Gas Baffle Top Units39.53 Prop. 9" cover Proposed p Filter Cloth In=Proposed S=1 /4"/ft 3" Max. 40.04 1500 Gal. Inspection Port Septic Tank __________ I Proposed � 10.75" 132" i 38.20 A layer 10yr 4/3 I loamy sand B layer 10yr 6/6 loamy sand C layer 10yr 6/6 medium sand no water j " Invert 39.27 Invert 39.10 8' Bottom 6Stone or compact Proposed Proposed 1 I I INI 0 i 10 26�- Bottom' TH1=30.2 _ 0 On same benchmark as < No. 19 Capt. Besse Rd. DESIGN DATA LEACHING TRENCH BEDROOMS: - 2*, - --(SEE-MOD1nED CERTIFICATION -FOR -GENERAL USE--REV.-6/30/10) GARBAGE GRINDER: No EXCAVATE A 46'-4" LONG TRENCH BY 34.5" WIDE. USE 8 ADS ARC36HC, AS SHOWN. FILTER CLOTH IS RECOMMENDED REQUIRED CAPACITY: 220 GPD OVER UNITS. PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE TRENCH LEACHING AREA: 311.6 SF 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT 8 UNITS X 38.95 SF/UNIT=311.6 SF(EFFECTIVE) DESIGN CAPACITY: 230 GPD [(311.6 SF) X .74 GPD/SF] *REQUIRES A DEED RESTRICTION --LOCUS IS IN A STATE ZONE 2 Yarmouth Health Department / AI?PRwED THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORTGRIAL RE,Q \STAI' P "D. ,SIGNATURE. HEALTH AGENT APPROVAL swl /im e Date 41.2 40.5 38.7 _ � SITE PLAN FOR m RV MORRIS TRUST LOT 1769 8 CAPT. BESSE ROAD, S. YARMOUTH, MA DECEMBER 7, 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 0.2