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HomeMy WebLinkAboutEngineered Plan - 2016ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. a MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 0 N 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5'. Y 310 CMR 15.211 (1). 0 2. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248. 0° 3. VARY LEACHING TO WETLAND BY 15'. LOCAL. REG.. J 4. PROPOSED LEACHING IS DOWN 4 1/2. VENT PROVIDED. 310CMR 15.221 (7). BENCH MARK --TOP MAG NAIL IN PAVEMENT=16.47 ASSIGNED 16.47 / / / x 16.5 / / // 6.5 � 17,7 �y9 TH 1 16`7 . $01 16.5,_`x.' / �1`Y 0 16.63 16.,847.3 1 1 I I \ 15.51 45.6 CONTRACTOR: REMOVE ANY CLOGGED SOIL AND STONE WITHIN 5' OF NEW LEACHING. N /F DINAN NOTES JOB NO. Y16-06 Randolph.dwg Folder SB14/04 1. LOCUS IS A.M. 49, PARCEL 202. 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. SE CORNER LEACHING IN FLOOD ZONE X(0.2% RISK), REST X(<0.2% RISK) ON FIRM DATED 7/16/14. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 1�` r�-<l x 15,11 x3.3,0 17.75f `Top Foundation Y 1 6.6 y x 12. x 14,3 14.8 1 >.3 x 13.8 36'-6" 15, -10 11.8 17.2 /:::.. N 00,��., ��••..•::''• / � 10,81.0 \1 02 \ O2 .::'::. 10.4 1 3 A\0' A.- 10 10,8 �y 'cam •• x 9.5 17.0 �� \ \ _ . 40�eK\ G o5e \ 10:0 Cj'�\ x 10.9.9 8 9,9 BENCH MARK --TOP NW CORNER ��\ �� 03 P. OF STOOP =18.22 ASSIGNEDL O T 6 3 .(V TH 1 W E G --- x 9.5 X8,7 ,,--6--- -8- 0 ,--6---8-"0 x 0 N /F ALM ON TE 0 �O 2,3 O 9.7.E 0 x 8.7 F /$ 8 x 7.4 x &0 x 7.3 a 5� 7.4 x 7.8 O F WE TLgNp EDGE _-_ N /F 7.7 T.O.Y. x 6.9 Permit valid for REPAIR OH' SF:1'TIC SYS"I'F:M ONLY; due to State and Local septic variances. Board of Ilealth review and approval is required for any . future additions/reoovsilions/alterations to sewage fa6lities:;andlor structures/dwelling. Va�rmouth Ileal,th Departmen k/ LEGEND APPROV llij'" 114 TEST HOLE LOCATION, NUMBER WATER LINE MARKINGS; OVERHEAD ELECTRIC WIRES (IF SHOWN),,, a ` e Date 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) NOT TO SCALE LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) p 1 16.6 TEST HOLE DATE: February 18, 2016 PERFORMED BY. Ron Cadillac, Soil Evaluator NO GRADE CHANGES WITNESSED BY: Philip Renaud, Inspector PERC RATE: <2'-00"/inch (C layer) ARE PROPOSED SOIL SURVEY(1993): Carver coarse sand 54" GEOLOGIC MAP(1986): Harwich outwash plain deposits U Invert 14.63 21 ARC 36HC CHAMBERS 80"n Existing H-20 Use Gas Baffle Invert 12.00 Proposed Top Units=12.43 9" min. cover @Filter Cloth Wit ----- --- 3" Max. -�-{ Existing I S=1 3/4"/ft / Inspection Port 1000 Gal. Tl(�1 Screened Vent ISeptic Tank L ---------- T10.75" 134" 11.1 Invert 12.17 Invert 12.00 5.7' Bottom 6" Stone or compact Proposed Proposed i d ' I ISI 0 I - 17 - O- I Bottom TH 1=5.4 O - __ -__DESIGN DATA _ BEDROOMS: 3 CD GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD EXISTING SEPTICTANK: 1000 GAL. EFFECTIVE LEACHING AREA: 504 SF 4.80 SF/LF X 5'/UNIT=24.0 S.F/UNIT 21 UNITS X 24.0 SF/UNIT=504 SF(EFFECTIVE) DESIGN CAPACITY: 373 GPD [(504 SF) X .74 GPD/SF] THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN OR R T MP SIGNATURE. ,SH OFF OF Mggs' a °a RONALD yes°RONALD y�N o JAMES �, ' o JAMES CADILLAC CADILLAC " # 1060 a # 35779 r F�• G/STE?'� � o Al SS�O e 8 AtITAR\N ���-SURVEy0 I I� HEALTH AGENT APPROVAL DATE Fill C layer 2.5y 6/4 fine sand damp --no water] 12.1 .4 AREA USE 21 ADS ARC 36HC CHAMBERS, AS SHOWN, IN AN 8'6" X 35' X 10.75" DEEP LEACH BED. PROVIDE A SCREENED VENT. FLOOR PLAN NOT TO SCALE BDRM LVR M GAR ENT./ DEN C° BDRM DIN KIT. D UNHEATED OFFICE INBASEMENT BASEMENT W/WALKOUT SLIDER. aC�C��OMC D FEB 2 6 2016 HEALTH DEPT. SITE PLAN FOR RUSSELL M. RANDOLPH LOT 639 11 MUSCOVY LANE, W. YARMOUTH, MA FEBRUARY 22, 2016 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2016 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1