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Home My WebLink About33 Chamberlain Court - Septic Design 2BENCHMARK TOP OFEXISTING MAIN HOUSE FOUNDATION ELEV 16.38 NGV 1) 4" SCHEDULE 40 PVC PIPE TEXTURE SOIL TEST,, TOP OF PROP'D FND _ , 20 FT. MINIMUM FROM CELLAR MIN. PITCH1/8* PER FT. 24' SOIL'TEST>DONE 8Y LOW dE 1hTLLETt ' ELEV. = i3.VD t0 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPAC LOAM AND SEED 2" LAYER OF DATE OF SOIL TEST 12>7 85 WITNESSED BY 5.�A% NGVD 2" PRESSURE PIPE 150 PSL MINIMUM ELEV. "_ - 1447 CLEAN SAND : WAS TO 1/2" ` WASHED STONE f7 PVC RK PAINTED FLAT-0ARK GREEN OR' OBSERVATION }TOLE 1 ELEV.=_13.9_ z _X COVERS 1 .00 MAX. MIN. BROWN W H CARBON MIN./INCH PERCOLATION RATE _<;2'_ MIN. INCH AT X ;INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 24' LOAM do RL TER. IS REOt#RE"D ELEV 12.33 MAX 1447 ¢ CLEAN MEDIUM SAND z 3' a• CAST IRON PIPE . M 13.5a PUMP SWITCHES DETAIL (OR EQUAL) MINIMUM ❑ ❑ ❑ Cl0 O In C3 C3 PITCH 1/4" PER FT. pO" o BEL A1800 FILTER LEVEL , ❑ ❑ ❑ ❑ ❑ ❑ C3'13 L7 ❑ ❑ ° ELEV. - 6" SU P ELEV. t 13A0 FLOW UNE ... _1370 ---- °° O❑❑❑❑❑❑❑O❑❑ °3.33 ° INVERT ELEVATION 8.50 PLUMBING TO BE RAISED ELEV - 10.00 10" DISTRIBUTION ELEV = °° ° ° ❑ ❑ 0 0 0 0 ❑ Co ❑ ❑ ❑ DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 24' LOAM do SUBSOIL 1447 CLEAN MEDIUM SAND AND RE -PIPED BY A ----` MIN. 3/8 DRILL �2 $_ ° ° o ° e ° ° ELEV. 9.50 2B" NO WATER ENCOUNTERED AT _10.5.'- ELEV:, j' } LICENSED PLUMBER AS GAS HOLE BOX + - RM v X NEEDED ( ELEV. _' 9.75 _ BAFFLE TO BE WATER TESTED PER 10/21/05 ALIcB CANCO REPORT LPER 1985 WELLER PLAN ELEV. 9.50 0 (TO BE PLACED ON FIRM BASE) 2 -4 X 4' X, 4' GALLEYS WITH r STONE 4 PUMP ELEV, x 48" DESIGN CALCULATIONS PER 1985 KILLER PLAN CHECK IN ANS'XV'X.12B'Af P TRENCH FORMA 770,V Z WELL MIW29 NUMBER OF BEDROOMS VALVE 2 5 ZONE_ 20" GARBAGE DISPOSAL UNIT NO, NOT AlIOWED LIQUID OUTLET - .. t 3/4" TO 1 1/2" CLEAN 6" SOIL ABSORPTION INDEX PUMP OFF ELEV. 6.33 18• TOTAL E577MATED fLOW 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) DOUBLE WASHED STONE ADJUSTS 110 CALyBR/bAYX-_ 8RJ Mn GALIVAY FREE OF FINES & SILT to' lo' -.- 5 FEET 19 INCHES � � SYSTEM - SAS -� -USE 1.1' Orr !N 0 0 _ REOU/RED SEP DC. TANK CAPACITY FOOD_ CAL. 6 FEET 24 INCHES � 500 GALLON BOTTOM of TANK 5.00 EX/S77NG SEPT/C17ANK CAPACITY _l50D_ GAL 7 FEET 29 INCHES USGS PROBABLE WATER TABLE ELEV. _ _55_ SOIL CLASSIRCA�ON 8 FEET 34 INCHES SEPTIC .TANK OBSERVED WATER TABLE ( Ft / 21 /85 ) ELEV. = 1 4_ DESIGN PERCOLA'770N RATE Q MlNf1NCH WITH 1000 GALLON SEPTIC BOTTOM OF TEST HOLE- ELEV. _ _ ��_ EFfLUENT LOADING RA 7E 1/A- �CAL.IDAY/SF. COMPARTMENT AND PER 1985 WELLER PLAN LEACHING CAPACITY N/A S0. FT. 561 GALLON PUMP CHAMBER SEWAGE DISPOSAL SYSTEM PROFILESIDES - 40'X 3.29' X 2.5 a 329 GPD (BY WIGGINS OR EQUAL) NOT TO SCALE TITLE- & B.O.H. VARIANCE REQUIRED: BOTTOM a 8'X 12' X 1' a 96 GPD �2 - GALAAY SECTI ON 15.103(3)(1)2 USGS GROUNDWATER ADJUSTMENT TOTAL CAPACITY a 425 GPD SEWAGE DISPOSAL SYSTEM PROFILE A 1' VARIANCE REQUESTED FROM 2.1' ADJUSTMENT RESERVE LEACHING CAPACITY 425_ GAL/DAY NOT TO SCALE NOTES. PUMP CHAMBER CALCULATIONS.- 1. ALL WORKMANSHIP AD MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND 7 y'� REOU/RED FLOW PER CYCLE .25 X _VQ- _ .27-0- GAL./CYCLE THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF / VOLUME PER CYCLE 27.5 GAL/CYCLE /7.48 GAL./CU. FT I68 CU. f"T/CYCLE LEGEND: SEWAGE. „ 10 VOLUME' OF WATER IN PIPE J14 X 0.00694 X _..99 FT - 1,8FZ CU FT TOWN WATER-* -w -r 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF / TOTAL MINIMUM VOLUME' PER CYCLE x..64- CU. FT. FINISHED GRADE. DISCHARGE � _ CU. fT. /11.62 CUFT./FT. _ __�. WATER SHUT-OFF • • . • • . • i • ' \1 / 42- F7. , J. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF V S70RAGE CAPAC/TY (110._ GAL./DAY17.48 GAL./CU.FT/11.62 CU.FT1rT - -saL FT. WATER VALVUE• • • • • • • WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF _L27 REOU/REDZjj:- PROVIDED GAS LINE -o -o -o - DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN _ GAS ..: ., . .PARKING AREAS. O J \ BUOYANCY CALCULA TIONS ELECTRIC VLINE-t � . E S. IN LACE. DETERMINATION HAS USED TO BRING COVERS TO GRADE SHALL BE MORTARED f( 8.6 1500 GALLON SEPTIC TANK W/PUMP CHAMBER.' ELECTRIC METER ® AS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR G ELECTRIC BOX U3 ' •' • • . ZONING REGULATIONS, OWNER / APPLICANT IS TO OBTAIN SUCH WEIGHT OF WATER DISPLACED 24,564LBS ELECTRIC MANHOLE "" (D ...... 6. UT LITIES SHOWN ARE APPROPRIATE AUTHORITY. \\ DETERMINATION FROM 10.67X 5.83)' 6.17X 64 CF APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO tfO, .�/ CATCH BASIN .. " ..• " CALL -DIG-SAFE' ATII-888-344-7233 AT LEAST 72 HOURS PRIOR TO WEIGHT OF TANK PER MANUFAC71JRER 21,000 " CESSPOOL.. • • " ©r ' COMMENCING WORK ON SITE. VWE7GHT OF WATER LEACH PIT • • • . Q • • • 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE J \8 It. X .BJX 62.4{ 602 /CF " CLEANOUT- CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE / O. 10 3 WEIGHT OF SOIL ON TOP 6,842 " EXISTING SPOT ELEVATION • •x 0.0 BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. / O 10.67' X .5.83 X I X 1101/CF \ O EXCESS WEIGHT TO OFFSET FL07A1 7ON 3880- EXISTING CONTOUR -(0.0)- 8 BARGEE 1S M FLOOD :ZONE B de A72 (EL T2) . \ _ FINAL SPOT ELEVATION �1 w 9. LOT IS SHOWN ON ASSESSORS MAP 22 _ AS PARCEL 1g8 EX�57)NC -in ALL UNTurrnyr WTEReAi SHAI1 BE PEMC\SD FPCM UNHCR AND c0^ A (V\} FINAL CON IUUK--• y�- -_... ___ . ._ ,,. .. `N _ 2 -STORY GARAGE FLAGPOLE � � � � � • � � MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND .BE SLAB £L.=70,38 HYDRANT r YY••�� REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255 (3) (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. • 7.6 , \'\ LIGHTPOST • • • • * • ' • • • 11• EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED 'MTH SAND OR REMOVED. " 10.2 - MANHOLE O 12 A ZABEL A1800 FILTER lS TO BE INSTALLED. - OBS. WELL • • • • 13 CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND SEWER UNE -S -S - PROPERTY LINE. - 1 y 10 SEWER MANHOLE • QS 14. CONTRACTOR TO UNCOVER TANK OUTLET TO CONFIRM ELEVATION BEFORE �ci 1 .2 SOIL TEST LOCATION • • • • • INSTALLING S.A.S. L- 9 1 15. AN ELECTRIC PERMIT IIS REQUIRED TO WIRE PUMP AND ALARM. [ 7:5 1I g,1 TELEPHONE BOX' M """"' 16. PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS. vtog UTILITY POLE' ..• rQj ...... 17 ALARM IS TO BE BOTH AUDIO AND VISUAL. 18. SEPTIC TANK AND PUMP CHAMBER ARE TO BE IPX OR ASPHALT n PROPOSED WATERPROOFED BY THE MANUFACTURER. 10.2-r•17ST1N 19 SEPTIC TANK AND PUMP CHAMBER TO HAVE ELASTOMERIC SEALS IE 'BOOTS" 7.9 f BEDROOM SEP77C TANK 12.1 W/PUMP CHAMBER _-RUILD,A'C % W/D KITCHEN / bb BE REBUII F 12.1 11 O O 1J 50' PROPOSED WATERLINE IN 4 - 4" PIPE SLEEVE I I f 10.5 r' .13.2 1�f12( 4 0:3 vt2 9 13.7 12.8 t3.4 0.4 , 9.0 10:9 1315 0.7 / 13. EX/SDNG 1J 9.4 1 1.5 STORY 14.4 EX/S77NC W.F. DWFLUNG SEPTIC SYSTEM ri13.4 T.D.F.=16.20 LOCATION PER \ 13.3 \ W/2 BEDROOMS IAS CANCO NSPECTION REPORT05 13.4 • 4.9 �0.\ .4 3.1 13.8 13.3 13.8 y 14.0 LOT 1 & 10 \ \ / P POSED 2" PVC PIPE \ V 13.7 � 14.2 12 0' 1 T PROP D 0. BOX 19, 932 0' f S. F. �- R-� 12.3 � 1 ' 12.2 1K =.12.9 ^ B0` J 13. 12.5 SITE PLAN : � � � • ,3.4 f2.g ER 20 o :o zo P� -f^ 1 bVCH = 20 FEET 12.5 12 -.1 - SCALE _ -- • r2 g AT INLETS AND OUTLETS)IF BELOW ADJUSTED GROUND WATER ORSUBJECT _I TO FLOODING. c F ..p•, C� '' n 9T y - G APPROVED: B91D OF HEALTH J# 6265 DATE NT PROPOSED SEPTIC DESIGN FOR STEVE ORR 33 CHAMBERLAIN COURT W YARMOUTH, MASS. CRAIG R. SHORT, P. E. �2J5 GREAT WESTERN ROAD P. 0. BOX 9044 �as9a.as1/ OUTH DENNIS, MASS 02660 5o8.398.sa LENS \ REV. DEC. 1, 2005 JOB No. 12-1079 /LOCATION MAP REV. L - SHEET r OF 1 12-1079 ORR5EX I X2005 CRAIG R. SHORT, P.