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HomeMy WebLinkAboutEngineered Plan - 2015ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. M �2 MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: Y m 1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 310 CMR 15.212. N /F HEALY N /F BOROKAS BENCH MARK--N.W. CORNER OF CONC. SLAB=16.32 ASSIGNED x 14.5 14.9 3 N /F SHRIM INC. CALL HEALTH AGENT TO IN- SPECT SOILS HERE, 1F NEEDED. INVERT HERE IS 1" INTO B LAYER (ON PAPER). IF NEEDED CALL RJ CADILLAC TO PERC B LAYER. `' -is N 8372,31 54' W x 15.4 125.28. 1-15 REMOVE CONC. PAD S *=5' OPENING FUNRM BATH UTIL KIT * MAST. BDRM * D DNRM LVI`W OFFICE _ I 1 ST FLOORL J FLOOR PLAN NOT TO SCALE 16.4 CONC, o x17,0 x 161 I j y i t PAD I N o IB -16.32___--.4F�__'_7 ...:::::7xt 20 ...:::::::.:.......... ...� 2ND FLOOR EXISTING HOUSE ' NO.38 ;`16.5 Crawl Space I 1 W 16.8 p 1 ;� c :>.:::::...::.::::............ 1 Basement I I N .0 ...........:::.. 16.7 ! 1 �'co N !- �--1 16.50 :: :,- ..:::::........ 20 0� w ......_ _ x 16.8 ::J� 16,7 �6.7 17.5 i LOT 6 4# 16 1 .0 \ 15.69 L-11, 540± S. F. 117 � TH 1 1 16.52 /,1 6� % 16.9 \ 15.3 PA�KVEO /w 16.711' 1 C) Nt; \A� I I x 16.8 \ 177 • 14.9 / 15.18 -' - --J 14.92 JERUSHA 16.6 1 G/5.00' � �. N 83 23'54""Wi 1' I x 16� .1� x 16, \ 1 116.0 L L - -3.6,.15 17.8 �� -7 16,40 TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x 9.5 x 17,0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR PROPOSED CONTOUR UTILITY POLE (IF SHOWN) IE EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) BDRM I BATH 0 SLIGHT GRADE CHANGES BDRM 11" I BDRM ARE PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator 17.55± Top'Foundation - 017.3 N /F N .dM MARINER MOTOR Zi7,4 LODGE LLC x 17.4 NEW SEWER LINES / GEOLOGIC MAP(1986): Harwich outwash plain deposits RAISED BY PLUMBER X 17.3 N /F STEIFEL r' BENCH MARK --TOP OF NAIL 16.43 IN PAVEMENT=16.15 ASSIGNED JOB NO. Y15-16 NOTES Monkevicz.dwg 1. LOCUS IS A.M. 31, PARCEL 176. FB31/35 SB13/75 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(0.2% RISK) ON FIRM PANEL 0588) 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 3" BELOW GRADE --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. le .00 pnOra o � �r m �w -• / �o oc �v, A oG�o moo NOT TO Ave r SCALE �oJ LOCATION MAP TEST HOLE 1 DEPTH (inches) ELEV.(feet) BEDROOMS: 4 GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPD PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE TRENCH LEACHING AREA: 623.2 SF 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT . Observed Water --6.95 A layer 10yr 4/2 loamy sand B layer 10yr 5/6 loamy sand C layer 10yr 7/3 medium sand (10% gravel) __observed water LEACHING TRENCHES PROVIDE TWO 40' LONG BY 34.5" WIDE BY 10.75" DEEP LEACHING TRENCHES USING 16 ARC36 HC CHAMBERS, AS SHOWN. 16 UNITS X 38.95 SF/UNIT=623.2 SF(EFFECTIVE) DESIGN CAPACITY: 461 GPD [(623.2 SF) X .74 GPD/SF] i f DESIGN NOTE: THIS PLAN ON SAME BENCHMARK AS RAVA PLAN --20 JERUSHA LANE 5/7/11 I LEACHING HERE IS PROPOSED 0.8' HIGHER THAN RAVA PLAN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORI RED S AND SIGNATURE. OF 14,48 � P�j OF 14,q � c RONALD yes s RONALD 7 o JAMES CADILLACJAMES > LAC CADIL # 1060 O # 35779 TER� lye ESS SgNITAR�P� ...... VE I HEALTH AGENT APPROVAL DATE 16.7 14.8 95 7 permit valid for REPAIR OF SEPTIC S'S7'P ONLY; due to State and Local septic va fiances. Board. of llealth review and approval is required for any, futiire. additions/renovations/alterati ns to sewage facilities:and/or structures/dwelling; Y.arntouth lleatdti Department. APPI,.O SITE PLAN umlw kNake,jDate FOR SCOTT MONKEVICZ LOT 69 38 JERUSHA LANE, W. YARMOUTH, M.A SEPTEMBER 24, 2015 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 ©2015 BY R.J. CADILLAC PAGE 1 OF 1 0 SLIGHT GRADE CHANGES TEST HOLE DATE: August 13, 2015 11" ARE PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (C layer) Invert A 15.42 SOIL SURVEY(1993): Carver coarse sand Invert B 15.41 GEOLOGIC MAP(1986): Harwich outwash plain deposits 23" Existing PVC (' Invert A 15.36 Invert 14.80] Invert B 15.20 Proposed 16 ARC36 HC CHAMBERS Existing PVC Use Gas Baffle Invert 14.46 Top Units=14.8 S=1 /8"/ft 9" cover Proposed © Filter Cloth Proposed 1500 Gal. S=1 /8"/ft 3" Max. S=18 /ft inspection Port 11, Invert t 1 15.05 Septic Tank 117" 3 Proposed ---------_ 10.75" 120" T I o 1 j i 6„ Stone or Compact Invert 14.63 Invert 14.37 4, 13.47 Bottom Proposed �¢ A 30 1 Proposed 1 1 1 1, 1 2' 1B 9" B 1'+ 1 17 - j j - 11-- 9 .--1 High Ground water=9.45 M 2.5' of 3.5' USGS Ad1'ustment < Provided DESIGN DATA --August 2015 �° Zane B BEDROOMS: 4 GARBAGE GRINDER: No REQUIRED CAPACITY: 440 GPD PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE TRENCH LEACHING AREA: 623.2 SF 7.79 SF/LF X 5'/UNIT=38.95 S.F/UNIT . Observed Water --6.95 A layer 10yr 4/2 loamy sand B layer 10yr 5/6 loamy sand C layer 10yr 7/3 medium sand (10% gravel) __observed water LEACHING TRENCHES PROVIDE TWO 40' LONG BY 34.5" WIDE BY 10.75" DEEP LEACHING TRENCHES USING 16 ARC36 HC CHAMBERS, AS SHOWN. 16 UNITS X 38.95 SF/UNIT=623.2 SF(EFFECTIVE) DESIGN CAPACITY: 461 GPD [(623.2 SF) X .74 GPD/SF] i f DESIGN NOTE: THIS PLAN ON SAME BENCHMARK AS RAVA PLAN --20 JERUSHA LANE 5/7/11 I LEACHING HERE IS PROPOSED 0.8' HIGHER THAN RAVA PLAN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORI RED S AND SIGNATURE. OF 14,48 � P�j OF 14,q � c RONALD yes s RONALD 7 o JAMES CADILLACJAMES > LAC CADIL # 1060 O # 35779 TER� lye ESS SgNITAR�P� ...... VE I HEALTH AGENT APPROVAL DATE 16.7 14.8 95 7 permit valid for REPAIR OF SEPTIC S'S7'P ONLY; due to State and Local septic va fiances. Board. of llealth review and approval is required for any, futiire. additions/renovations/alterati ns to sewage facilities:and/or structures/dwelling; Y.arntouth lleatdti Department. APPI,.O SITE PLAN umlw kNake,jDate FOR SCOTT MONKEVICZ LOT 69 38 JERUSHA LANE, W. YARMOUTH, M.A SEPTEMBER 24, 2015 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 ©2015 BY R.J. CADILLAC PAGE 1 OF 1