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HomeMy WebLinkAboutBLD-19-1970TOP OF FOUNDATION ELEVATION 99.60 CRAWLSPACE FLOOR ELEVATION . SHALL NOT BE LOWER THAN THE TOP OF LEACH PIT ELEV.=95.86± K I PVCOS-0.020 MN 11, ROUTE 6 WHITES PATH SITE ate°°N 511 �9 S� oy 9�F i LOCUS c(`AI F' 1"=1500' 9' MIN. COVER 36" MAX. COVER PROPOSED 1,500 GALLON T 0" REINFORCED CONCRETE SEPTIC TANK (HID) 14 - TEE MATH GAS BAFFLE (CENTERED IN TANK OPENING) LEVEL STABLE BASE CONSISTING OF 6" CRUSHED STONE PROPOSED SEPTIC TANK_ (1110) EXI51 UVti I AIV R TO BE REMOVED N/F PATRICK H SILVESTRO PROPOSED NEW C/0 WAYNE L EARNEST 1,500 GALLON 143 ASTOR WAY SEPTIC TANK MAP/LOT 99.2 PROPOSED DISTRIBUTION BOX n W g2 g5 EXISTING LEACH PIT g 23' TO REMAIN -� S o tt- EXISTING DISTRIBUTION - I BOX TO BE REMOVED �- PROPOSED 9.89' X 18' ADDITION TO MASTER BEDROOM (BATHROOM AND WALK-IN CLOSET) - (CRAWLSPACE - SEE PROFILE) N/F JUDITH S DEAL 22 MONOMOY ROAD MAP/LOT 99/15 Do RISERS TO BE INSTALLED TO BRING COVERS RISER ON D -BOX TO TO WTHIN 6" OF GRADE BE BROUGHT TO GRADE MATH CAST IRON FRAME AND COVER INV.=94.82± 4' OF 4' SCH 40 EXISTING PSC. S-0.010 MIN. 8' OF 4" SCH 40 PVC, S=0.010 MIN. LEVEL STABLE BASE CONSISTING OF 6" CRUSHED STONE SYSTEM PROFILE NOT TO SCALE ZONING REQUIREMENTS ZONING DISTRICT. R-40 REED EXLiTIN PROPOSED MINIMUM FRONT YARD SETBACK 30' 20' 33.3'± 36.6'± 33.3'1: 30.8'± MINIMUM SIDE YARD SETBACK 20' 27'7'± 27'7'± MINIMUM REAR YARD SETBACK MAXIMUM PERCENT TOTAL LOT COVERAGE 25% 10.470± 11.6%± EXISTING X 98.71 \ Po / i �� / , -moi 97.52 FENCE \ / -1 98.47 \ Fo /cp BENCHMARK MAG NAIL SET ELEVATION = 98.30' (ASSUMED) A \ k� / \ \ \\ \ 9L F t vir R EA ap r. 064 24" TULIP y \ s'o� \ r 99.08 \ \ f� �0 71/ - / �\ r \ t EXISTING GAS METERlet- 97.62 G 0 ELEV.=95.86± (EXISTING 0000000 0000006 0000000 0000000 0000000 000000© 0000000 000o00E) 1000000® 10000000 EXISTING 1000 GALLON LEACH PIT TO REMAIN PROPOSED ADDITION - MASTER BATH AND WALK-IN CLOSET (SEE ARCHITECHURAL DRAWINGS) SUN ROOM KITCHEN MASTER BEDROOM LIVING RM GARAGE PORCH BATH BEDROOM FLOOR PLAN NOT TO SCALE Y/qN r Po / i �� / , -moi 97.52 rn / -1 98.47 9�p X11, /cp \ k� / \ \ \\ \\,n LOT 2,on R EA ap r. \ 14,999 SO. FT. t 0.34 ACRES \ \ \\481.35 PERIMETER \ � o yob"1 98.85 X 98.80 oy��� o. p \ g4>�� ELECTRIC \\12" 96.71 v� / r1r� METER,G /MNE (TYP.)_E-E,� \�'�Jl ` \ �Af r 1 .30' R=30.00' � T=43.94' D=111'20'55 96.53 g(b���� / „+�'� %ice 18" SPRUCE - i o 9-573 -<96.78 X 97.5. 7 g0 X-0704 �s ELEV.=95.86± (EXISTING 0000000 0000006 0000000 0000000 0000000 000000© 0000000 000o00E) 1000000® 10000000 EXISTING 1000 GALLON LEACH PIT TO REMAIN PROPOSED ADDITION - MASTER BATH AND WALK-IN CLOSET (SEE ARCHITECHURAL DRAWINGS) SUN ROOM KITCHEN MASTER BEDROOM LIVING RM GARAGE PORCH BATH BEDROOM FLOOR PLAN NOT TO SCALE Y/qN r rn RFcIs SITE INFORMATION DDRE S: 137 ASTOR WAY SOUTH YARMOUTH MA 02664 MAP/LQ : 99/16 DEED REFERENCE: DOCUMENT 1286585 DESIGN CALCULCATIONS DESIGN FLOW 110 GALLONS/DAY/BEDROOM X 3 BEDROOMS = 330 GALLONS/DAY TANK CAPACITY 200% DAILY FLOW = 660 GALLONS; USE NEW 1.500 GALLON TANK REQUIRED LEACHING CAPACITY USE EXISTING LEACHING FIELD GENERAL NOTES 1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD HAZARD ZONE AS SHOWN ON PANEL NO. 25001 CO587J, EFFECTIVE DATE JULY 16, 2014. 2. THE SITE IS LOCATED WITHIN A ZONE II AREA. 3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM, 4. VERTICAL DATUM IS ASSUMED 5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00 STATE REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT REGULATIONS. 6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC CEMENT. 7. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY EXCAVATION OCCURRING. 8. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD. 9. THE SYSTEM INSTALIER SHALLGINEER DAYSSEPTIC PR OR TO BEGINNING NSTALATIONOTIFY OF THEESYSTEM TODESIGNN ALLOW FOR SCHEDULING OF INSPECTIONS 10. THE INSTALLER SHALL VERIFY EXISTING BUILDING SEWER AND LEACH PIT ELEVATIONS PRIOR TO THE PLACEMENT OF ANY STRUCTURES OR FOUNDATIONS. 11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER �,ZN OF M9 LEGEND PZA UL ti PROPERTY UNE S �' o. 35044. ---------------104 --------------- EXISTING CONTOUR 0FESS\0� Q - - --104 - - - PROPOSED CONTOUR qN0 SNRV�`y0 -- --X EXISTING FENCE ---OHP EXISTING OVERHEAD UTILITIES V+t EXISTING WATER UNE yy PROPOSED WATER LINE G PROPOSED NATURAL GAS UNE LIGE PROPOSED UNDERGROUND POWER/TELCOM TP_1 LOCATION OF TEST PIT/PERC TEST 99.76 X EXISTING SPOT ELEVATION -QFH EXISTING FIRE HYDRANT TI TTY POLE UP .p. EXISTING UL SH BULKHEAD 101. 50 PROPSED SPOT GRADE RECEIVED SEP 2 8 2018 HEALTH DEPT 4 CRESTVIEW DRIVE EAST SANDWICH, MA 02537 PHONE: (508) 400-2365 sN, LL C _ Site TyDesign and Permitting ME REVISIONS N0. DATE DESCRIPTION 1 9/27/18 PLAN REVISIONS TO SHOW PROPOSED CRAWLSPACE 3