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HomeMy WebLinkAboutDOA - 102 Standish Way - Site Plan14. Y \ 20 \ 12.77 BENCH MARK --TOP MAG. NAIL IN WALK= 15.02 ASSIGNED (26'-6' OFF CENTER OF CONC. BOUND) BENCH MARK--N.W. CORNER OF CONCRETE BOUND=14.21 NGVD29 N /F LIBERTY JOB NO. Y03-39 ,Q NOTES Marcellinol.DWG TF2 1. LOCUS IS A.M. 29, PARCEL 240. l 8 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM 20. s�P 3. LOCUS IS IN FLOOD ZONES B & Al2(EL10) ON FIRM DATED JULY 2, 1992. 2 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) �O�y 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. `t 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. BR y 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Rod LEACH DETAIL 9. DEPTH OF (T PIPES TO BE LEVEL FOR FIRST COMPONENTS NOT TO EXCEED 3', RO VENTING MUST BE PROVIDED. NOT TO 01 \\O'.. EXISTING O . i Q Q ea � c�� �a �TIES �/ o� / \ \ � TO ELANDSCAPECREPLACED EXIST. CONC. DRIVE PROP. EDGE OF o �o 0 I DRIVE q 5 u o 14 ti CD 13 6 OV \O 70 C), 5.7 O . .:'' oma\ 17 CARPENTER 5.7�0� \ ks" -/10, , 8.0s . A; A LO T 2 REMOVE EXISTING ,,�Q� �Q) O -9 DECKS 8c STEPS CJ Invert 10.67 T 2.8 *Water depth from low32 Proposed 9 5 side of test hole, horizons Invert 10.88 from high side. 6" Stone or compact Proposed 4' I 5 Bottom �-- 10' --� -- 29' - n' �--0, EI. 4.5 m 1.3' USGS Adjustment CD 4 Using Mashpee 29 DESIGN DATA Zone 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 SIF/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/SF1 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 r --_ CO / THIS PLAN IS A VALID COPY ONLY IF IT BEARS 10.2 AN ORIGINAL RED STAMP AND SIGNATURE. LEGEND LOT COVERAGE O TH 1 TEST HOLE LOCATION, NO. P -W- WATER LINE MARKINGS EXIST. HOUSE 1021 SF 9.s Ex 8.7 EXIST. &DPROP. ELECTRIC WIRES ('XS POINT) C H I M N N E Y 13 SF N /F �6- EXISTING CONTOUR gam- PROPOSED CONTOUR FRONT STEPS 32 SF CARPENTER ._._ 0 UTILITY POLE (IF SHOWN) PROP. ADDITION 486 SF ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) PROP. DECKS 330 SF 0 TREE (IF SHOWN, NOT ALL SHOWN) TOTAL 1882 S F REV. 7/21/06 --PROP. DECKS DESCRIBED & FLOOD ZONE ADDED % BUILDING COVERAGE= 1882/7567=24.9% REV. 7/18/06 --DECK FOOTPRINT REV. 6/12/06--4 BEDROOMS I I 'Z_l©6 HEALTH AGENT APPROVAL DATE SITE PLAN FOR STEVEN M. & KAREN K. MARCELLINO 102 STANDISH WAY, WEST YARMOUTH, MA. MAY 31 2006 SCALE: 1"=10' RONALD J. CADILLAC, PLS, RS `PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 PIPPPI PWI _0" WEST YARMOUTH, MA 02673 DATE (508) 775-9700 ©2006 BY R.J. CADILLAC PAGE 1 OF 1 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 22" A layer 10 3/4 / 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 outwash plain deposits (9•0) 57" 17.3 a Top Exist. Found. Invert 11.17 24 RECHARGER 180'S C layer 2.5y 5/4 ` ° 78" Use Gas Baffle (SEE CULTEC GENERAL USE LETTER) Proposed Invert 10.71 H-20 sandy loam Proposed 11.2=To Units Cover with Filter Cloth g,gg _ Existing S=1 /8"/ft Inspection ports 118"* o serveder (3.2) Invert 11.42 1000 Gal. S=1 /8 /ft Top Conc. Skirt Outside Garage Door Existing LSepVc TankJ - -� Invert 10.67 T 2.8 *Water depth from low32 Proposed 9 5 side of test hole, horizons Invert 10.88 from high side. 6" Stone or compact Proposed 4' I 5 Bottom �-- 10' --� -- 29' - n' �--0, EI. 4.5 m 1.3' USGS Adjustment CD 4 Using Mashpee 29 DESIGN DATA Zone 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 SIF/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/SF1 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 r --_ CO / THIS PLAN IS A VALID COPY ONLY IF IT BEARS 10.2 AN ORIGINAL RED STAMP AND SIGNATURE. LEGEND LOT COVERAGE O TH 1 TEST HOLE LOCATION, NO. P -W- WATER LINE MARKINGS EXIST. HOUSE 1021 SF 9.s Ex 8.7 EXIST. &DPROP. ELECTRIC WIRES ('XS POINT) C H I M N N E Y 13 SF N /F �6- EXISTING CONTOUR gam- PROPOSED CONTOUR FRONT STEPS 32 SF CARPENTER ._._ 0 UTILITY POLE (IF SHOWN) PROP. ADDITION 486 SF ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) PROP. DECKS 330 SF 0 TREE (IF SHOWN, NOT ALL SHOWN) TOTAL 1882 S F REV. 7/21/06 --PROP. DECKS DESCRIBED & FLOOD ZONE ADDED % BUILDING COVERAGE= 1882/7567=24.9% REV. 7/18/06 --DECK FOOTPRINT REV. 6/12/06--4 BEDROOMS I I 'Z_l©6 HEALTH AGENT APPROVAL DATE SITE PLAN FOR STEVEN M. & KAREN K. MARCELLINO 102 STANDISH WAY, WEST YARMOUTH, MA. MAY 31 2006 SCALE: 1"=10' RONALD J. CADILLAC, PLS, RS `PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 PIPPPI PWI _0" WEST YARMOUTH, MA 02673 DATE (508) 775-9700 ©2006 BY R.J. CADILLAC PAGE 1 OF 1