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Home My WebLink AboutDOA - 102 Standish Way - Site Plan0020 BENCH MARK --TOP MAG. NAIL IN WALK= 15.02 ASSIGNED (28'-8' OFF CENTER OF CONC. BOUND) BENCH MARK--N.W. CORNER OF 14\5 CONCRETE BOUND=14.21 NGVD29 /� / 412 0 1,77 NSF \ _ LIBERTY LEACH DETAIL 1))-10) 32 ) -10 EXISTING OLD LANDSCAPE TIES TO BE REPLACED EXIST. CONC. DRIVE 9 ::::.:.;::::::: 10.1 0� PROP. EDGE OF o 14....1.. LOT ,I DRIVE 55� 5.7 7� � CARPENTER 5.7 �, Q�°°��1°�° 12.9 �� As•F� x/10. , - e.o C) rLO T 2 B N Gl REMO E EXISTING O O -9 DECKS & STEPSx 1 Q)' O t 0� y LOT COVERAGE C3 LEGEND O TH 1 TEST HOLE LOCATION, NO. -W- WATER LINE MARKINGS E - OVERHEAD ELECTRIC WIRES 9.5 x 8,7 EXIST. & PROP. ELEV. ('X'=POINT) --- EXISTING CONTOUR ____8, PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 7/21/06 --PROP. DECKS DESCRIBED & FLOOD ZONE ADDED REV. 7/18/06 --DECK FOOTPRINT REV. 6/12/06--4 BEDROOMS EXIST. HOUSE 1021 SF Q X�P CHIMNNEY 13 SF N/F FRONT STEPS 32 SF CARPENTER PROP. ADDITION 486 SF PROP. DECKS 330 SF \ TOTAL 1882 SF %BUILDING COVERAGE= 1882/7567=24.9% \ 17.3 Top Exist. Found. 9.95 Top Conc. Skirt Outside Garage Door NOTES JOB NO. Y03-39 Marcellinol.DWG TFC 1. LOCUS IS A.M. 29, PARCEL 240. d 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM 20. 3. LOCUS IS IN FLOOD ZONES B & Al2(EL10) ON FIRM DATED JULY 2, 1992. 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. F 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. C7 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Ro,o D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING SCALE 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, 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). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN (ELEV.feet) DEPTH in inches LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. (13.8) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. (13.0) fill TEST HOLE DATE: February 8, 2006 A layer 10 3 4 22 PERFORMED BY: Ron Cadillac, Soil Evaluator a / sandy loam WITNESSED BY: Philip Renaud, Inspector 30" PERC RATE: <2'-00"/inch (C layer) B layer 10yr 5/6 SOIL SURVEY(1993): Carver coarse sand sandy loam GEOLOGIC MAP(1986): Harwich outwosh plain deposits (9.0) 57" V Invert 11:17 24 RECHARGER 180'S Use Gas Baffle (SEE CULTEC GENERAL USE LETTER) C layer 2.5ym /4 a 78 Proposed Invert 10.71 H-20 sandy loa Proposed 11.2=To Units Cover with Filter Cloth Existing S=1 /8"/ft Inspection ports 118"* observed water (3.2) Invert 11.42 1000 Gal. S=1/8 /ft Existing LSeptic TankJ Invert 10.67 �9.5 14" 2.832" Water depth from 1owProposed side of test hole, horizons Invert 10.88from high side. 6" Stone or compact Proposed 4' I 5 Bottom �- 10' --� �-- 29' -� N F_00 El. 4.5 0 1.3' USGS Adjustment m 4' Using Mashpee 29 DESIGN DATA f Zane A observed water=3.2 BEDROOMS: 4 LEACH AREA GARBAGE GRINDER: No USE 24 CULTEC RECHARGER 180'S SET IN 4 ROWS REQUIRED CAPACITY: 440 GPD 6" APART, AS SHOWN, IN CLEAN SAND, FOR A EXISTING SEPTIC TANK: 1000 GAL. A 39"-2" LONG BY 13'-6" WIDE BED. EFFECTIVE LEACHING AREA: 759.6 SF 5' REMOVAL 5.0' SF/LF X 6.33'/UNIT=31.65 S.F/UNIT DO 5' ALL AROUND REMOVAL DOWN 5't 24 UNITS X 31.65 SF/UNIT=759.6 SF TO SANDY LOAM, PLUS REMOVE ANY DESIGN CAPACITY: 455 GPD CLOGGED SOIL/STONE AND EXISTING [(759.6 SF) X"'.60 GPD/SF] FLOWDIFFUSORS. MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY 5' (5' PROVIDED). VARY LEACHING TO BASEMENT BY 1/2' (19 1/2' PROVIDED) 310 CMR 15.211 (1). 2. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. 3. VARY REMOVAL WHERE SEPTIC TANK IS SHOWN. 310 CMR 15.255 (5). PROPOSED WORK LIMIT ,73 00 / THIS PLAN IS A VALID COPY ONLY IF IT BEARS 102 AN ORIGINAL RED STAMP AND SIGNATURE. -7 1211 O6 HEALTH AGENT APPROVAL DATE SITE PLAN FOR STEVEN M. & KAREN K. MARCELLINO 102 STANDISH WAY, WEST YARMOUTH, MA. MAY 3, 2006 SCALE: 1"=10' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258?=�� WEST YARMOUTH, MA 02673 DATE%DO (508) 775-9700 2006 BY R.J. CADILLAC PAGE 1 OF 1 EXIST. HOUSE 1021 SF Q X�P CHIMNNEY 13 SF N/F FRONT STEPS 32 SF CARPENTER PROP. ADDITION 486 SF PROP. DECKS 330 SF \ TOTAL 1882 SF %BUILDING COVERAGE= 1882/7567=24.9% \ 17.3 Top Exist. Found. 9.95 Top Conc. Skirt Outside Garage Door NOTES JOB NO. Y03-39 Marcellinol.DWG TFC 1. LOCUS IS A.M. 29, PARCEL 240. d 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM 20. 3. LOCUS IS IN FLOOD ZONES B & Al2(EL10) ON FIRM DATED JULY 2, 1992. 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. F 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. C7 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Ro,o D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 2 ON LEACHING SCALE 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, 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). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN (ELEV.feet) DEPTH in inches LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. (13.8) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. (13.0) fill TEST HOLE DATE: February 8, 2006 A layer 10 3 4 22 PERFORMED BY: Ron Cadillac, Soil Evaluator a / sandy loam WITNESSED BY: Philip Renaud, Inspector 30" PERC RATE: <2'-00"/inch (C layer) B layer 10yr 5/6 SOIL SURVEY(1993): Carver coarse sand sandy loam GEOLOGIC MAP(1986): Harwich outwosh plain deposits (9.0) 57" V Invert 11:17 24 RECHARGER 180'S Use Gas Baffle (SEE CULTEC GENERAL USE LETTER) C layer 2.5ym /4 a 78 Proposed Invert 10.71 H-20 sandy loa Proposed 11.2=To Units Cover with Filter Cloth Existing S=1 /8"/ft Inspection ports 118"* observed water (3.2) Invert 11.42 1000 Gal. S=1/8 /ft Existing LSeptic TankJ Invert 10.67 �9.5 14" 2.832" Water depth from 1owProposed side of test hole, horizons Invert 10.88from high side. 6" Stone or compact Proposed 4' I 5 Bottom �- 10' --� �-- 29' -� N F_00 El. 4.5 0 1.3' USGS Adjustment m 4' Using Mashpee 29 DESIGN DATA f Zane A observed water=3.2 BEDROOMS: 4 LEACH AREA GARBAGE GRINDER: No USE 24 CULTEC RECHARGER 180'S SET IN 4 ROWS REQUIRED CAPACITY: 440 GPD 6" APART, AS SHOWN, IN CLEAN SAND, FOR A EXISTING SEPTIC TANK: 1000 GAL. A 39"-2" LONG BY 13'-6" WIDE BED. EFFECTIVE LEACHING AREA: 759.6 SF 5' REMOVAL 5.0' SF/LF X 6.33'/UNIT=31.65 S.F/UNIT DO 5' ALL AROUND REMOVAL DOWN 5't 24 UNITS X 31.65 SF/UNIT=759.6 SF TO SANDY LOAM, PLUS REMOVE ANY DESIGN CAPACITY: 455 GPD CLOGGED SOIL/STONE AND EXISTING [(759.6 SF) X"'.60 GPD/SF] FLOWDIFFUSORS. MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. VARY LEACH AREA TO PROPERTY LINE BY 5' (5' PROVIDED). VARY LEACHING TO BASEMENT BY 1/2' (19 1/2' PROVIDED) 310 CMR 15.211 (1). 2. NO RESERVE AREA IS SHOWN. 310 CMR 15.248. 3. VARY REMOVAL WHERE SEPTIC TANK IS SHOWN. 310 CMR 15.255 (5). PROPOSED WORK LIMIT ,73 00 / THIS PLAN IS A VALID COPY ONLY IF IT BEARS 102 AN ORIGINAL RED STAMP AND SIGNATURE. -7 1211 O6 HEALTH AGENT APPROVAL DATE SITE PLAN FOR STEVEN M. & KAREN K. MARCELLINO 102 STANDISH WAY, WEST YARMOUTH, MA. MAY 3, 2006 SCALE: 1"=10' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258?=�� WEST YARMOUTH, MA 02673 DATE%DO (508) 775-9700 2006 BY R.J. CADILLAC PAGE 1 OF 1