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HomeMy WebLinkAbout95 Baker Road - Site & Sewage Plan 44' CAST IRON PIPE (OR ENTIRE) MINIMUM PITCH 1/4' PEP. FT, 99,80 ELEV.- 97,89 LIQUID OUTLET 1 DDFrI TEEI — 5 FEET 6 FET 7 FE T 8 FEET 19 24 29 34 INCHES iNLHESI INCHESI INCHES I 10 —N- 9 CONCRETE COVERS 4' SCHEDULE 40 PVC PIPE [—MIN. PITCH 1/8' PER FT. GAS RAFFLE 1500 GALLON SEPTIC TANK (NOT TO SCALE) ELEV.- yi.n l/ , •J 210, 1 ELEV.- 6' SUMP LEVEL 97.54 ELEV,- 97,37 DISTRIBUTION BOX TO AE WATER TESTED (TO AE PLACED ON FIRM RASE) ELEV.=- 97.17 3/4' TO 1 1/2' J CLEAN DOUBLE wASHED STONE FPEE OF fINF_S AND SILTS 4N, A x 92.7 i EX. PATIO x • X \ / I -� x - 102.6 DNS' lTmII ` �Dg``'PJD�iOQi =" yx J EXISTING 3 BEDROOM — DWELLING PROPOSED 1500 GAL. SEPTIC TANK 2' LAYER OF LOAM AND,SEED 1/8' TO 1/2' CLEAN SAND _, WASHED STONE \, 100,67 MAX. 97,67 HORIZ TEXTURE COLON Mott. 61tEF? 0"-8" AI LOAMY SAND 10YR 2/1 NO PROJECT LOCATION.• LUT 79 95 BAKER,ROAD WEST YARh4011TH, MA 02673 B"-34' 8 •� c� c�i cwt © o o c� �e NO DEVISED 01-703—.. 0 Orl 1_"03-001 JOR O 4 J L��.. LOCATION MAf'-� L��_."rtvn 1 0';;1 24• REVISEn GTS=2t>D1.SFiT. Xn} J.,.rrYYM'Htr.iP,S.ICFL•IR1 VENT REQUIRED 1 CU, FT, OF CONCRETE ANCHOR 95x17__ _ 2 LEACHING CHAMBER.'; WITH STONE i N/A 1 IN A 13' X 25 TRENr,Ii FORIIATION WELL ZONE —— � INDEX SOIL ABSOPPTION ADJUST SYSTEM (SAS) 16,17 (H-20)'-- � R T P E ELEV- EXISTINC SEPTIC Ghl�l V l.V V LJI\ — FTNAL 51'OT ELEVA110N� FiNAL CONTOUR 0 SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER —W -vs- W-= - CATCH BASIN 4'r1% GAS LINE CLEAN OUT C CESSPOOL _ C.P. Q DEPTH HORIZ TEXTURE COLON Mott. 61tEF? 0"-8" AI LOAMY SAND 10YR 2/1 NO PROJECT LOCATION.• LUT 79 95 BAKER,ROAD WEST YARh4011TH, MA 02673 B"-34' 8 LOAMY: SAND TOYR $/8 NO Root 34"-132" C MEDRYM SAI 10YR 818 NO DEVISED 01-703—.. 0 Orl 1_"03-001 JOR O 4 J L��.. LOCATION MAf'-� L��_."rtvn 1 0';;1 0 NO WATER ENCOUNTERED AT -LK' I ELEV x _8MP— 4 ` . DESIGN CALCULATiONS— NUMBER OF BEDROOMS L,,I GARBAGE DISPOSAL UNIT TOMATED TAL ESTILOW ( 1t0 GAL /BR.AAY X._'0__ BR.) 330 GAt:/DAY RE'0UTREb SEPTIC TANK,iAPACITY � GAL. USGS PROAAALE WAT_ A I_ ACTUAL SiZEOP SEPTIC TANK 500_ GAL t SOIL FFl ❑AEPVED WATER TAALE ELEV.= DESIGN IEPCOLATION RATS AOTTOM OF TEST HOLE ELEV.= EFFLUENT LOADING RATE� n�7 4- GAL/6AY/S.F. LEACHING AREA 3�1Z.00 90. FT. (13X25)+(3$X2X2) LEACHING RATE) (AREA X RATE) 382$0 GAL./DAY 447.00 X 0.74 PESERVE LEACHING CAPACITY JZ2M GAL./DAY NOTES: 13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND 1. ALL WORI(IIANSHIP AND MATERIALS $PA1LL CONFORM TO D.E.P. FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE TITLE 5 AND THE T0741 OF �ARMOkJTH � RULES AND REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). REGULATIONS FOR, THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL C01'ERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIi•1 6" OF FIMISHED GRAD.. 3. ALL COMPONENTS OF TiaE SANITARY SYSTEM SHALL BE CAPABLE OF, WITIISTANDING'H-I0.LOAOING UNLESS THEY RPE UNOEI`t O "THIN Deinp lhr t./ P m VING-A'.ISE',".x-H•- mg 1.4 ' .- U� i'vNDER C." tteT, :0 IT. -C :Ea C' f::Rk 1^ APrAS. 4. ANY MASONARY UMTS USED TO PR1P1G CO'h"RS TO GRAPE SIa KCL BE MORTAREO IN PLAT. 5.NODETERMINATION HAS BEEN MADE AS TO COMPLIANCE N1TH . DEEDED OR ZONING REGULATIONS; OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. f 6. UTILITIES SHOWN ARE. APPROXIMATE ONLY, EXCAVATION CONtltII i`OR � IS TO CALL "DiO-SAFE" AT 1-888-3447233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON ,Si SITE, 7. CONTRACTOR 15 T0, VERIFY GRADES AND ELEVATIONS AS N1ELL A5 PROPOSED SOIL ABSOR9TiON SYSTEM. 2 H-20 LEACHING CHAM9ERS WITH 4' OF STONE ALONG THE SIDES AND 2' OF STONE ON THE ENDS. / 0�• LIMIT OF 5' OVER -EXCAVATION (SEE NOTE 13) rl x 101 2 PROPOSED 6fNPkL4r1R5 .4' WATER LINE PK NAIL 1 tl N ELEVATION= 100.00' L SIq�=,1 �(ASSUMEO) �y( ,Lehi yyi I TaIi, PROPOSED Y \ til i �1 DRIVEWAY x 100.1 ' � i , I� PROPOSED\°- -t00 00 0 ♦ 00 IS - H7 It 6 x P9.9 --SYSTEM VENT x 994, C� 1"=20' x 0,9.4 LIP rr 1j: T. A� Qt)t•AAS� �o �Gl� Ski/ SITE CONDITIONS PRfOR TO COMMENCtNG WORK ON SITE. ANY ',fARiATf0R IS TO BE BROUGHT t0 THE ATTENTION OF THE DESIGN ENGiNEER IMMEDIATELY, B. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP __2_2___ AS PARCEL -322_._, 10. EXISTING SEPTICS ARE TO BE PUMPED AND PEneOVED. 11. TOWN WATERLINE TO OF RE-ROUTED AS SHOWN. 12. EXISTING HOUSE, SHED, PATIO AND UTILITY CONNECTIONS ARE TO BE PEMOVED. APPROVED: BOARD OF HEALTH DATE AGENT •1 I l --- VISIT YAMUM INA ' I I v 1; 5 �I o-0• �� W rI m / subtle ST. (c Nf`p BLVD. _ BAY RtJ. �- PROPOSED SEPTIC DESIGN FOR PHIL CURRA T PROJECT LOCATION.• LUT 79 95 BAKER,ROAD WEST YARh4011TH, MA 02673 1 __ _ _—T �._.._._ S' iiT E TSEIr . ENG lIVRERI NC. 235 GRFAT WESTERN ROAD 508- P. 0, 90X. 713, 398_3922 SOUTHDENNIS, MASS. W46fio _ DATE i _ �I I 1`7 200 - DEVISED 01-703—.. 0 Orl 1_"03-001 JOR O 4 J L��.. LOCATION MAf'-� L��_."rtvn 1 0';;1 REVISEn GTS=2t>D1.SFiT. Xn} J.,.rrYYM'Htr.iP,S.ICFL•IR1