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HomeMy WebLinkAboutEngineered Plan - Rev. 2005_ I F - U A I BEN DESIGN CALC L T ON - MARK _ - ,4 SCHEDULE 4 „ , N BER F D ODMS - 0 PVC PIPE...... . OBSERtiA _ .. UM 0 BER , TOP F - 0 FT. MINIMU . ., .. � _ 0 FOUNDATION 2 M FROM ,, MIN::PITCH 1 8 PER. ,. , ::, a _- r_ . ,+.SAND 4 f GARBAGE DISPOSAL UNIT /v o , ni o rvE A L < O w �'.,r�.. � - / � _ " PVC PIPE PA /V 10 SFT. INIMUM FROM SLAB OR _CRAWL SPACE t c I ELEV:: 100.00 10 FT. MINIMUM 2 LAYER 0, TOTAL EST/MA TED FL OW " : _ _ FLA T DARK GREEN OR, 2 PRESSURE PIPE 30 ' 1 8 .T0 1 2 110 GAL" R. AY X 3 BR. 3 GAL. AY ASSUMED �, / / 6ROPW WITH .CARBON i /8 .(ASSUMED) ) 150 PSI MINIMUM V. _ WASH RE U/R D .SEP77C TANK CAPACITY - ! . oo G at ra 9;r37 ED STONE F/L7FR /S RE U/RED g O E_ AL. CONCRETE.2� . Q L/ e_ f �rv�. p 10 ACTUAL SEPTIC TANK CAPACITY L�..� GAL. ,S �c COVERS __ ! 'f . o 14 SOIL CLASS/FICA TION _ 1<L 1 � CRA K SPACE 3 , DES/GN PERCOLA 77ON RA TE ' .T M/N, NCH Z r _ EFFLUENT LOAD/NC RATE GAL./bAY�S..F. PLUMING y B NG . TO BE RAISED ., - S LEACHING AREA 2 t x Z 2 ��_ SQ. FT. _AND RE -PIPED BY A 3 4 CAST IRON PIPE �. LICENSED PLUMBER AS OR EQUAL) MINIMUM!�+ - G x 74 341 ( Q L) - LEACH/NG CAPACITY 4 2 GAL.�AY NEEDED ;.PITCH 1 4 PER FT, 2'0 �G ::..F I :. RESERVE'. LEACH/NG CAPACITY '� GAL. AY EL A1800. FILTER H?D - LEVEL o /,::nz v /b ELEV. - 6 SUMP ELEV. = 103. n Q _� _ = ELEV. - -- FLOW LINE _! a?Y1 T _. -_ - _.._- . L r+vClL 7 p p 1 •, -.G t03.3 ELEV. _9�� D Hzo._ . DISTRIBUTION :.ELEV: = MIN. » / o, -7 Ta A D 1 a 3/8 DRILL - - 9- STANDARD INFIL IRA TO : i4-1TH STONE L . AL R0 GAS Box O� ONl COL -« 10 4 - 0. ELEV. = 9G , `? B FFL HOLE TO BE WATER TESTED INA 21 ' X' 22' BED r ;;LS TION �G irLEV. -----------�. x 100-� WELL. y .--- o (TO BE PLACED ' ON FIRM BASE) --, r ZONE CHECK 3/4" TO 1 1/2" SOIL ABSG«t"` IQN INDEX y• -�?`-fi00•U'-. LIQUID OUTLET VALVE WASHED STONE. t ,:4 ADJUST z.3 SYSTEM S ,..' Y � o.�� DEPTH� (TO BE PLACED ON .FIRM BASE) 99.6 r`3 ,,. 4 FEET 14 INCHES 5 FEET 19 INCHES I " 100.7 6 FEET 24 INCHES 2000 GALLON. PUMP" 7 FEET 29 INCHES USGS PROr �.SLE'_WATER .TABLE ELEV. _ • 9 7.30 8 FEET 34 INCHES SEPTIC TANK CHAMBER OBSERVED WATER TLEe9 09O CONCRETE ELEV. _ 9G o0 BO I _: Ai : OF TEST HOLE ELEV. CONCRETE I PUMP CHAMBER CSI. .` rri TIONS.' - I REQUIRED FLOW PER CYCLE .25 X0 82. S SEWAGE DISPOSAL :SYSTEM PROFILE --_ GAL./CYCLE I VOLUME'PER CYCLE ? • GAL/CYCLE /7.48 GAL:/CU. FT. /� 0 9 CU. FT./CYCLE NOT TO SCALE VOLUME OF WATER IN PIPE 3.14 X 0.006 4 X f , d"$-� -� FL - CU FT. - CAPACITY OF SEPTIC TANK TOTAL MINIMUM `VOLUME PER CYCLE //_lam CU. FT. DISCHARGE !!, 9 CU. FT. /3�+CLl.FT. FT. 'G .9a7--' FT. i x 00.5 5X10X(5.33-_ � __)X7.48 = 1 G I GALLONS / I STORAG CAPACITY 330 J /.23 (�.� GAL jO�`( /7.48 GAL,/CU.FT./3ts EU.FT./FT. � � . FT.. rn -_ REQUIRED 2� 3 PROM DIED i PUMP SWITCHES DETAIL NOT S. - ? Ey. x 100.3 � LOT 31 & 32 INVERT ELEVATION 5 G;25 J & B.O.H. VARIANCES REQUIRED' 1. ALL WORKMANSHIP ANu MATERIALS SHALL CONFORM TO D•E.P. TITLE' S I AtvO.. i 22, 546. ,3 f S. F. I ` © SECTION 15.103(3)(C)2. THE TOWN RULES AND RE-CULATIONS FOR THE .SUBSURFACE DISPOSAL OF v- SOIL. PROFILE DETERMINE MAXIMUM GROUNDWATER SEWAGE. • '° �` _ t7 i � A 1 VARIANCE FROM 2.3 ADJUSTMENT 2. ALL .,COVERS TO.SANIT'!Y UNITS SHALL BE BROUGHT TO WITHIN 6" OF I v - ALARM ON ELEV. 93.''Z FINISHED GRADE. J. ALL COMPONENTS OF THE SANITARY SYSTEM, SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10- FT. OF ! DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED .UNDER OR WITHIN _' `y , .. ,:.„ ?.2• A! 1 PUM? ON ELEV, 4 3 . r_ TO FT. OF DRIVES OR P :RKiNG AREAS. F4 o a.� fw' C 4: ANY MASONRY UNITS USED TO BRING COVERS TO- GRADE SHALL BE MORTARED 1 1 BH DRI bEIYA r PUMP OFF ELEV. 2. e BUD YANC Y CA CULA .TIONSPLACE. IN DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR NO D Q 99.8 0 =0 LLUN 'SEP7I�'T t 2� ZONING REGULATIONS. ,OWNER / APPLICANT IS TO OBTAIN SUCH BOTTOM' OF INSIDE 2 .a ' WEIGHT OF WATER DISPLACE DETERMINATION FROM APPROPRIATE AUTHORITY. 1G0:2 {4.Xl 7.33�t�"Gf /b-I/c 3ugL2LBS. 6. UTILITIES. SHOWN ARE APPROXIMATE ONLY, EXCAVATION: CONTRACTOR IS TO BOTTOM OF TANKL �) S WEIGHT OF TANK PER MANUFACTURER 23'O� +' I F RTE CALL DIG -SAFE AT 1-088=344-7233 AT LEAST 72 HOURS PRIOR ;TO YtE CHT O CONC E - .,LGARA lin, � 1 0. SOILi � %CONTRACTOR IS TO ,VEfi FY GRADES AND ELEVATIONS AS WELL AS SITE 385 t EXCESS WE/CHT TO OFFSET FLOTATION r t /1�j11 GE DATE OF SOIL TEST _!.ty2-�+'-"� CONDITIONS PRIOR TO COi,MENCING WORK ON SITE. ANY VARIATION. IS TO BE 9.© 0 SOIL .TEST DONE BY/�1���5<i��Z` BROUGHT `TO.THE ATTENTION "'OF THE DESIGN; ENGINEER IMMEDIATELY. 98.9 x j9 2 �CP ^� { WITNESSED BY _..:__.2Za���Z -/S�e.-e`Y 1000 GALLON PUMP CHAMBER t / 20 8. PARCEL IS IN FLOOD ZONE R_�E'L / o, cO 9 2 0 - WEIGHT OF WATER DISPLACED 9. LOT IS SHOWN ON ASSESSORS MAP ,33 A5 PARCEL -2.53: 91 S.2Sh 9A 4 x 1-4lbJ eF-Ief'I(LBS.�10. ALL UNSUITABLE MATEMAL SHALL'. BE REMOVED ,FROM UNDER,:A.ND FOR A + OBSERVATION HOLE 1 ELEV. ----- 101.:f P 3 3g SA WEIGHT OF TANK PER MANU ACTURER r ��a " MINIMUM OF 5 FEET FRC �i :AROUND THE SOIL ABSORPTION SYSTEM, AND BE �j gg,31 �. PERCOLATION RATE MIFL/INCH AT INCHES WEIGHT OF SOIL REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF DEPTH HORIZ TEXTURE CALOR MOTT. OTHER ROu�� .' SEWER LINE- S - S - SEWER MANHOLE, (S) • •-rp. • • ... • • 1�N.Sv iT. LOCUS M )7-k'. p p,G R� Z.:-ay _ � m0 v o N Q 'i C�7 2 0 OAK BLUFFS 1 �YlC >3 r. " M'.41,..., id,i%Z --7 C - - / as1 s J E C 92.00 ENCOUNTERED BELOW S.A.S. PIPE INVERT. WEIGHT OF SUMP �8 a 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH, SAND OR REMOVED. 36, r /. • S 3 x G2.� � -��C� 12 A ZABEL A1800 FILTER IS TO BE INSTALLED. EXCESS WEIGHT TO OFF �: FLOTATION 2? 13. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND PROPERTY LINE. 14. CONTRACTOR TO ,UNCOVER TANK OUTLET TO CONFIRM ELEVATION BEFORE INSTALLING S.A.S. , /5. AN ELECTRIC PERMIT` IS REQUIRED TO WIRE PUMP AND ALARM. a 16. PUMP AND ALARM ARE TO BE .ON SEPARATE' CIRCUITS. 17, WATERPROOFED TANK EAND P PUMP CHAMBER ARE TO BE IPX OR . ASPHALT CRAIG �v '. A` t r '18. ALARM IS TO PE 1301%i . ; :v AND VISUAL +a! SHORT ` 19_.Tf�N1C$ T•", " rr-,t-:e^ ,..,,✓/�'^',..-� .+:t.,}+•w••�-yn.,�'G-?sC .':`•.+�✓,, y",ay' T. i CIVIL t �. AP ��E�LTH i c�J 27423 I d� SErQ r7� 101 0 S.'',; WATER ENCOUNTERED AT ELEV. ; [ --• : < j Tp nr� x 101.2 j I J I 1'i 1 �a4 4209 DATE AGENT LEG ND: 410 TOWN WATER-- w - w - w = WATER SHUT-OFF.... • .'f . , ... . y `v low SE'E /VOTE /o WATER VALVUE..... , .... • . pump (-� �! G'f` ; �_� GAS LINE- GAS GAS - GAS - I0.� 100.8 a* GAS METER, , : • . , ► Q I ... ®. 17 GAS VALVE •.& • • i�1.1 ELECTRIC LINE -- E E <-T . 2 / ELECTRIC METER.. ... • E@ .. • . . 0 1M/L V//t/ L ELECTRIC BOX, .. , ... ® ... • .... c\j�-- - - _ ELECTRIC MANHOLE I HOLE 99.4 1 0 n- -- Na 138 O'2 CATCH BASIN • ...: .\fp.. . . v- r 5, /9. S. CESSPOOL• .. , ...... Q . . 1., LEACH PIT Qv CLEANOUT........ , . . O. \99:✓� i+ s EXISTING SPOT ELEVA11ON.... x 0.0• • �• '9,t'�T"/a, I^V EXISTING CONTOUR (0.0) 99.6 '2 i : f FINAL SPOT ELEVATION• .. ®. . 99.7 �< s -a,. InJ FINAL CONTOUR - 99.7 1 FLAGPOLE. • .r... • ........ . 99.7 SITE PLAN . 210 0 10 20 SCALE 1 INCH 20 FEET g j._-- �' -4 OGA-- -- -« 100.3 MMPAROA G ROA HYDRANT, .. .. ; ....Zy� ... . LIGHTPOST• • • 7 • • • MANHOLE, .... , . . 0 .. . . OBS. WELL. , ....:.. . ROu�� .' SEWER LINE- S - S - SEWER MANHOLE, (S) • •-rp. • • ... • • SOIL TEST LOCATION • • • • • TELEPHONE BOX. m .. ' . . ':.UTILITY POLE.... ; ........ c - Cl) ....... FOR =�esT;r JOHN' vT�,'l Y .,.,f DATE DEC., O SCALE .4S -NOTED REV. JOB NO: .12-.1048 LOCATION MAP REQ. .- FILE NAME OEM SHEET 1 OF 1 02004 CRAIG R. SHORT, P.E.. 2$ ROu�� Z LOCUS p p,G R� _ � m0 v o N Q 'i C�7 OAK BLUFFS FOR =�esT;r JOHN' vT�,'l Y .,.,f DATE DEC., O SCALE .4S -NOTED REV. JOB NO: .12-.1048 LOCATION MAP REQ. .- FILE NAME OEM SHEET 1 OF 1 02004 CRAIG R. SHORT, P.E..