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HomeMy WebLinkAbout83-1378 - Site Plan002ALL COVERS To SANITARY4' rl 4Q PVC LOCHS f0 FT MIN. TO SHALL 8£ BROUGHT PIPEC-- MIN PITCH O W THIN 6' OF -. + - -- 1/B" PER FOOT F7NI5H GRADE 4' SCI 14Q PVC PRECAST TOP O FOUND FLOWOlFFUSEN? PIPE -MIN PITCH CLEAN SAND EL= 20.2 FIRST 2' TO 1/8" PER FOOT S 8E LEVEL MIN. 2� MAX EL R 19.5 A� GRADE MIN FL = 77.5 2" LAYER OF ND s . 1/8,.-1/2" DOUBI C 36" MAX 6' +MAX WASHED STONE Tit 6 9" MwL �L FLOW LINE EL = ifi.5 KNOB �jy �AiL 0A0 EL= 17.5 To" MIN. -- EL= 17.0 EL- 15.75 EL = 15.0 EL= 16.0 ET C] C3 C3 C3 C3 C3 C3 C7 C7 GAS BAFFLE 0 EL= 16.4 C3 p p C7 C= C7 © T /} /� F 4" CAST IRON { OR OUTLET TEE I i/ (.� �1 �� EQUAL ) PIPE - MIN. ; g PI TCN 1/4 " PER FT. EL 14.0- EL = 14.0 + - p/sT DOUBLE WASH D OUTLET TEE BOX STONE s Fr MIN UL?U!D DEPTH TEE DEPTHCRU12' x 28' 7.1 ACTUAL BELOW FLOW I INF 15OO G -1L O,y MLCHANCAt LYTONf 4 FT 74 INCHES SEPTIC COMPACTED LEVEL BASE. LEGEND 5 FT. 19 INCHES ` 6 FT. 24 JNCHES T,4NK BOTTOM OF TEST HOLE OR OBSERVFD WATER TABLE EL = 6.9 EXi517NG SPOT ELEVATON OOxQ 7 FT. 29 INCHES P, 0AWE OF ADJUSTED GROUND Yt'A ER TABLE ( / / ) EL = EXISTING CONTOUR - 8 F T. 34 INCHES r SEX-4C�' DISPOSAL 6YY...7 FE FINAL SPOT ELEVAPON DO NOT TO SCALE SOIL TEST LOCATlQN ` DESICN C.4LCLfLAT14NS rdWN *A TER = w- ,. NUMBER OF BEDROOMS •••................................. .� GARBAGE DISPOSAL UNIT ............................... NU UARIANES NO TES: TOTAL ESTIMATED FLOYr ( 110 GAL/RR./DAY x 3 BR.) ...... 330 GAL./DAY 1 Q.) VARIANCE FROM TITLE V, SECTION. 15.211 DISTANCE FROM S.A.S. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFOR,v TO D.E.P. 77T.E 5 REQUIRED SEPTIC TANK CAPACITY .................... 660 GAL. TO STREET PROPERTY LINE - 10 FEET REQ'O �- 8 FEET PROVIDED AND THE' TOWN OF YARMOUTH RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF sewac ACTUAL SIZE OF SEPTIC TANK ......................... 7500 GAL. - 2 FOOT VARIANCE 2. ALL covERs To SANIrArr unlrrs SHALL ae �Roucxr Td WITHIN 6 INCHES SOIL CLASSIFICATION . I b.) VARIANCE FROM TITLE V SECTION 15.211 DISTANCE" FROM S.A.S. QF FINISH GRADE EFFLUENT LOADING RATE 0.74 GAL/SF TO WEST PROPERTY LINE - 10 FEET REO D - S. FEET PROVIDED � 3. EX157TNG AND FINAL GRADES SHALL REMAINS ESS£N77ALLY THE SAME, EXCEPT LEACHING AREA PROVIDED 5 FOOT VARIANCE AS INDICATED 4. NO DETERMINArON HAS BEEN MADE BY THIS OFFICE" AS TO COMPLIANCE SIDEWALL + BOTTOM 4i-1TH TOWN ZONING REGULATIONS. O^ER / APPLICANT SHALL OBTAIN SUCH 12' x 28' + (7 x Z8 x 2 x .......... 496 S. F. OETERMJNA77ON FROM 771E APPROPRIATE Au171ORlTY. LEACHING CAPACITY (SIDE ALL t BOTTOM) .. 367 GAL. '5. THIS PLAN IS VALID IF 1T 1S STAMPED AND SIGNED IN RED: THIS OFFICE 496 x 0.74 ASSUMES NO RESPONS1811ITY FOR INFORMATION CONTAINED ON COPIES RESERVE LEACHING CAPACITY ...............: 367 GAL' 144IlCN DQ NOT HAVE ORIGINAL STAMPS AND SIGNATURES. 6. ALL COMPONENTS OF THE SANITARY SYSTEM SMALL BE CAPABLE OF WINSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITH!N 10 FEET OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR k WITHIN 10 FEET OF DRIVES OR PARKING AREAS •7. CONTRACTOR 15 RESPONSIBLE FOR VERIFICATION Of ALL LOCATIONS AND EL£VAi10N5 INCLUDING EXISTING UTILITIES, PRIOR rO CONSMUCTION. IF ANY DISCREPANCIES ARE FOUND, THIS OFFICC" SHALL BE NOTIFIED IMMEDIA TEL Y. S. ALL UNSUITABLE MATERIAL SHALL BE REMOLD UNDER AND FOR 5 FT. AROUND LEACHING FACILITY AND HF REPLACED WITH CLEAN GRANULAR SAND PER SECTION 15.255(3) OF THE STATE ENVIRONMENTAL CODE T17LE 5 TOP �� 9. EXIS77NG SANITARY SYSTEM SHALL 8E PUMPED AND ABAIvDGNEU rd THE COASTAL �\ \ To�c �'OLLINS PDNI� SATT5FAC77ON OF THE DENNIS BOARD OF HEAL 7H BANK \ \ 01<- 10. EXISTING WATER SERVICE TO BE CUT AND CAPPED AT THE MAIN F AND NEW SERVICE TO BE INSTALLED AS SHOMro TOWN OF YARMOUTH \�`� FLOOD ZINE A 4 s WATER DEPT, TO BE NOTIFIED PR'DR TO ANY WORK. ` \ \ \Av y \ \ \� all 1-9,0 of L a. M, TOE' FOUNDA TION EL ;7r f DEEP OQSERVA TION POLE LOG /�. S. L OA TOM DA TE OF' TEST -5461.96- WITNESSED BY A. V L PERFOR E -O BY T A. DUMAS LOT 2 _ - q J' FZ SF \ 1- � tel. ycF Of PERGOLA TION TEST s- 19.2S DATE:- 5 16 96 DEPTH OF PERC. fib" RMS -_2: 00 RATE MIN, PER INCH `2 " DEEP OBSER VA TION HOLE LOG Qo%per � <\ o DATE OF 7FSr 5 16 96 MTNESSED BY -AA V. / ` d PERFORMED BY T. A. DUMAS - LOT- 4 ELEV. DEPTH FROM SOIL SORfAC.E HORIZON soil SOIL . TEXTURE COLOR SQL A!G TIL In G OiNER T$. 9 REV. •� 97 j`740�►tlS/�Af nob Ivo- 95--579R-00 - C" -""HELEN A. DOVE`LL 0 A LOAMY SAND 70Y43/1 SHEET 1 OF .1 18- 6 ,3" - 5" E FINE SAND IOYR6/2 ROOTS 1 &.5 16" B LOAMY SAND 10YR6/8 17.6 144" Cl MED SAND IOYR614 CLASS 1 6.9 \ 18.2 h \\ mss/- 4d'� PERCOLATION TEST DATE- 5/16/96 DEPTH OF FERC. TIME: 2: 00 RATE MIN, PER INCH -, - - All JI P1,14 - 1V - _ - C'rd TN - 219 FT APPW OVER." B04P.O of HEWLTH REV. •� 97 j`740�►tlS/�Af nob Ivo- 95--579R-00 LAS' OCT 22, 1996 C" -""HELEN A. DOVE`LL .11E, AS NOTED DR. BY . R. OH. SHEET 1 OF .1 APPW OVER." B04P.O of HEWLTH