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HomeMy WebLinkAboutEngineered Plan - 2014ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. rn a. c� rn MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 0 1. VARY COVER OVER LEACHING TO BE 4' TO 6' (VENT PROVIDED). 310CMR 15.255 (5) M a L-0 74 BENCH MARK --TOP OF SPIKE SET DOWN 1"=56.91 ASSIGNED (13'-2' OFF HOUSE CORN. & S-3' OFF RANGE UNE) 4,6 N /F TU LLI E BENCH MARK--N.W. CORNER OF - CONC. BULKHEAD=59.82 ASSIGNED 57.0 O00/ v0 � / .. 6 O ly40. S � \ma�c \� _ � V' 54,5 . .91 ¢ 5q _3 3� ><U `n N (a \' 56.98.69.3 ^ry6011) 1a' 28'4 - 58.3 VENT �504�� 58.8 :.60.8 7,08 52.7 0, �, , . y� 59.2 •:' F�.�S �.. \`\ bq / 00 59.5 .`'••:�'d ::. :.. se 2p SF000 56. 60.6 O ` 9 �H 1 60.0 ` 54.5 60! 60.00 b �\T , `\ \ /q \LOT 8 5 :3 5� 57. 58.98 2 `44 25 ' \�`\\ > /56.5, ,Y8 58.4 \,44 5 \ 561__--__ / 57 28 O� 5 7. 7 6S 55.1 / O� 7p.40y 55 3 ti F\ s4 \ )'6 32 s 52 2 6.1 / 53 3 54,4 F'Z- 56.2 Rte¢ / 54 7 4.? 56.0 4 ® 4 2.81 \�8- 50 1 >> • �`\ 1 60.1 59.52± Top Exist. Fou d ® sewer pipe N /F LANDI / N /F 62.iBENAKA 50.4// 5121 ? y 49.88 51�� BDRM = DNRM KIT. I BRZWY /V I \ .9 / II 5 -5 5 3,3 51.82 rBDM LVRM 1 ST FLOOR T 1 JOB NO. Y14-09 W WATER LINE MARKINGS NOTES Wood.dwg UNDERGROUND CABLE MARKINGS --- E - --- FB29/76 S813/42 white 1. LOCUS IS A.M. 114, PARCEL 97. R° 2. ELEVATIONS SHOWN ARE ASSIGNED. o� 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. �'o 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) No Qa 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. Ro 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. of 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". �ot� 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW 5, Use Gas Baffle D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. �g NOT TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE 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. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, S=1 /8"/ft _ -(W/Charcoal) ''Inspection CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 1500 Gal. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING ;Port min. , 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) REGULATIONS 51 0 59.52± Top Exist. Fou d ® sewer pipe N /F LANDI / N /F 62.iBENAKA 50.4// 5121 ? y 49.88 51�� BDRM = DNRM KIT. I BRZWY /V I \ .9 / II 5 -5 5 3,3 51.82 rBDM LVRM 1 ST FLOOR T 1 LEGEND TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS ----i: ----- UNDERGROUND CABLE MARKINGS --- E - --- OVERHEAD ELECTRIC WIRES (IF SHOWN) Ron Cadillac, Soil Evaluator GAS LINE MARKINGS 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) -6 �- EXISTING CONTOUR / PERC RATE: 8- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) 1B EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) Existing TREE (IF SHOWN, NOT ALL SHOWN) EXISTING FLOOR PLAN NOT TO SCALE 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL p TEST HOLE DATE: March 27, 2014 NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator 22" ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: 2'-20"/inch (Cl layer) 25" SOIL SURVEY(1993): Carver loamy coarse sand Invert 56.20 GEOLOGIC MAP(1986): Harwich outwash plain deposits 51" Existing Invert 55.45 21 ADS AR 15HCPHAMBERS -20 - no Proposed � 60" Use Gas Baffle Invert 48.41 Top n1 s.-48.8 60" Proposed ®Filter Cloth S=1 /2"/ft 9" min. cover 3" Max. Provide Vent Proposed S=1 5/8"/ft S=1 /8"/ft _ -(W/Charcoal) ''Inspection Invert 55.70 1500 Gal. ;Port min. , I Proposed Septic Tank ----- ---- Fill E layer 10yr 4/2 loamy sand B layer 10yr 5/8 sandy loam C1 layer 10yr 5/8 loamy sand C2 layer 10yr 6/6 med. coarse sand l 10 3/4 141 no water I 47.45 Invert 46.58 Invert 48.35 8.2' Bottom 6" Stone or compact Proposed Proposed 5 ' ' I-- 50 -a 1 l- 2 -I Bottom TH1=39.25 �--- 12 I I l f� 1 5, DESIGN DATA CD BEDROOMS: 3 GARBAGE GR11dD1=ft: No -- - - LEACH AREA REQUIRED CAPACITY: 330 GPD (SEE MODIFIED APPROVAL FOR GENERAL USE --REV. 01/11/11) PROPOSED SEPTIC TANK: 1500 GAL. USE 21 ADS ARC 36HC (10 3/4" INVERT) EFFECTIVE LEACHING AREA: 504 SF CHAMBERS WITH OUT STONE SET IN 3 ROWS, 4.80 SF/LF X 5'/UNIT=24.00 S.F/UNIT AS SHOWN, IN A 8'-8" X 35' X 10.75" 21 UNITS X 23.65 SF/UNIT=496.65 SF(EFFECTIVE) DEEP LEACHING BED. DESIGN CAPACITY: 373 GPD [(504 SF) X .74 GPD/SF] OICP Permit valid for REPAIR OF SEPTI(' SYSTEM ONLY, ttue to State and Local septic variances. 1 wired for AR. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINA RED ST MP ND SIGNATURE. 0,,A OF A4 8 P\SH OF Mqs RONALD �N �° RONALD o JAMES o JAMES CADILLAC " CADILLAC # 1060 °p # 35779 � G/ST0- ! �cF 5\0 0 ��NlraR�P`' gtio suR\1 HEALTH AGENT APPROVAL DATE Board of Ilealth review and VI-Ov + rs red any future adttitionsh'cnoe;+Uonvalterations to sewage facilities and/or sit m tuf cs/dwelling. Yarmouth Ilealttt th-Pa"I" �nt APPRO VEU 2ND FLOOR- Date ame Date QR((.-�rNdwur.) SITE PLAN FOR rA !' I ` 20"),.14 HEALTH DEPT. 46.75 46.0 39.25 JACK CONWAY REAL ESTATE LOT 89 20 HAMBLIN HILL ROAD, YARMOUTHPORT, MA APRIL 10, 2014 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 9700 508 / / .)_ MAt,F 1 nE7 1 ©2014 BY R.J. CADILLAC _e