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HomeMy WebLinkAbout33 Chamberlain Court - Septic Design]B]";1,FCjD jj, K TI I _ A LEV 16.38 NGVD 4" SCHEDULE 40 PVC PIPE SOIL TEST � F TGP OFEX,S� NG MA:h HOUSE FOJNDATION E TOP OF PROD'o FND 20 FT. M NIMUM FROM CELLAR MIN, PITCH 1/8" PER FT. SOIL TEST DONE BY L QW dL_WELIfR - _ 13 DO 10 FT. MINIMUM 10 FT. MlNIVWM FROM SLAB CR CRAWL SPAC LOAM AND SEED 2" LAYER OF DATE OF "SOIL TEST,121185_ WITNESSED BY $_$A%- ELEV. - -� 2 PRESSURE PIPE CLEAN SAND t/B` TO 1/2" 4" PVC PIP£ PAIN7ED ; OBSERVATION HOLE I ELEV.��13.9 NSVD 150 PSI MINI6IUM 'LEV. _ WASHED STONE FLAT DARK GREEN OR 1 .00 MAX. PERCOLATION RATE < ,2 MIN./INCH AT _ _ -INCHES RE X "MAX � BROWN WITH CARBON ,. ,. . DEPTH_ HORIZ COVERSTE - MOTT. OTHER 24' SEPTIC TANK MIN. FILTER IS REOU/RED GAS VALVE- WITH 1000 GALLON SEPTIC ELECTRIC LINE --E COMPARTMENT AND SUBSOIL 561 GALLON PUMP CHAMBER (� ELECTRIC BOX ••• •• x J ELECTRIC MANHOLE • • . • . ® • • CLEAN � CCESSPOOL. 144* i MEDIUM SAND EXISTING SPOT ELEVATION ...x 0.0 - EXISTING CONTOUR----(0.0)- FINAL 13007 FLOVATION - - 03 . . FINAL CONTOUR-----9E02-- ONTOUR -w"E02FLAGPOLE FLAGPOLE- • •• HYDRANT... .•...•.:�•� •- • - UGHTPOST '• •- 3 0 •.... OBS. WELL• Amy :A. -s - SEWER MANHOLE • 13.50 SOIL TEST LOCATION • . • . . ° m ' .... PUMP SWITCHES DETAIL ca> .. . . 4" CAST IRON 0 0 0 0 0 0 0 0 13 0 0 - NPIPE'MU (OR ECUAL) MIM7dUM .. '1 o o ' PITCH 1/4" PER FT. LEVEL ° 0 13 0 00 13 130 0 0 0 ��. ABEL A1800 FILTER FLOW LINE ELEV. -_ 6" SUMP 'ELEV, _ ti13,00 �.LlII_ a 0 a 0 e ° 0 0 0 0 0 130 Cl0 0 0 03.33 o 0 0 INVERT ELEVAT ON 9.50 DEPTH_ HORIZ TEXTURE COLOR MOTT. OTHER 24' SEPTIC TANK LOAM L ' fl ' ... •... • GAS VALVE- WITH 1000 GALLON SEPTIC ELECTRIC LINE --E COMPARTMENT AND SUBSOIL 561 GALLON PUMP CHAMBER (� ELECTRIC BOX ••• •• (BY WIGGINS OR EQUAL) J ELECTRIC MANHOLE • • . • . ® • • CLEAN • CCESSPOOL. 144* i MEDIUM SAND EXISTING SPOT ELEVATION ...x 0.0 - EXISTING CONTOUR----(0.0)- T7 B PA'SLD ELEV. = 10.00 _ t0" - DISTRIBUTION ELEV: _ ° °°° 1300130000000 ` . MIN. _ o o e o o e 9.50 2B" WATER ENCOUNTERED AT �10..`L. ELEV. = _3.4- A. D R P.PFD By A = 3/HO DRILL BOX - ELEV. _ --- - LI -n+S�✓ F'ue*E 'a AS GAS 1 PER 10/21/05 Adc6 CANCO REPORT ALARM v PER 1985 WELTER PLAN ELEV: = 9.75 BAFFLE TO BE WATER TESTED 2 -4' X 4' X 4' GALLEYS W/TH 4' STONE 4" 48" DESIGN 'CALCULATIONS PER 1985 WELLER PLAN ELEV. _ _9_50 _ { •o (TO 8E PLACED ON FIRM BASE) CHECK/N AN 8'X 12'X 329'A�EP 7RENGH FORMAAON ? 1 WELL MIW29 N NUMBER OF 8EDROOMS _ 3__ LIQUID OUTLET L _ .. ') L� VALVE 3/4" TO 1 1/2" CLEAN SOIL ABSORPTION . -� 5 - NDEX_X� 6ZONE A UMP OFF 9- 20• TO A�AGE' DISPOSAL £S77MATED FLOWT N0. NOZ�l1.OWE0 (TO BE PLACED ON FIRM BASE) DOUBLE WASHED STONE ADJUST 2]- 1a (110 GAL/8R./DAYX_3_ BR,) X34_ CAL./DAY - =3 INCHES -w - INCHES 1500 GALLON MCHES E005 BCGs SEPTIC TANK GAS METER • • fl ' ... •... • GAS VALVE- WITH 1000 GALLON SEPTIC ELECTRIC LINE --E COMPARTMENT AND ELECTRIC METER • ••. 561 GALLON PUMP CHAMBER (� ELECTRIC BOX ••• •• (BY WIGGINS OR EQUAL) FREE OF FINES &. SILT SYSTEM SASJ USE 1.1' o To USGS PROBABLE WATER TABLE ELEV.= _-5-5_ eon OBSERVED WATER TABLE (€! / 21 / 85 ) ELEV. e _-L4- BOTTOM OF TEST HOLE ELEV. _ --I&- . PER I& - PER 1985 WELLER PLAN SEWAGE DISPOSAL SYSTEM PROFILE TITLE 5 & B.O.H. VARIANCE REQUIRED: NOT TO SCALE SECTION 15103(3)1`02 USGS GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE A 1' VARIANCE REQUESTED FROM 2.1' ADJUSTMENT PUMP CHAMBER CALCULA TIONS• RE-OUIREV FLOW PER CYCLE .25 X110_ = -27,0_ GAL./CYCLE VOLUME PER CYCLE 27.5 - GAL/CYCLE /7.48 GAC./CU. FT. _ Ifd- CU. FT/CYCLE \1� / VOLUME OF WATER IN PIPE 3.14 X a00694 X _-RQ- FT _ -L26- CU. FT ' v TOTAL MINIMUM VOLUME PER CYCLE A664 CU FT. DISCHARGE -A84- CU. FT. /11.62 CUFT/FT = - tR-' FT. STORAGE CAPACITY (-1Q_ GAL./DAY/7.48 CAL./CUFT.;/11.62 CU.FT/FT = -1-2L FT OJ\° g. _LIZ- REOU/RED ZJJ'- PRONDED / 8.6 BUOYANCY CALCULATIONS + 1500 GALLON SEP77C TANK W/PUMP CHAMBER. I GO\v WEIGHT OF WATER DISPLACED 24,564LBS ICI DE2 1 2005 10.67X 583X 6.17X 64,f/CF WEIGHT OF TANK PER MANUFACTURER 21, 000 " LLBUI�LE� ING DEPT. / 0 10.3 WEIGHT OF WATER ey \ / p- 1 EIGHT X .83X ON TOP F 602 " WEIGHT OF SOIL ON TOP 6,842 " EXIST/NC 70. XC X .5. ISIGH 1 T 110E/CF ?-STORY GARAGE EXCESS WEIGHT TO OFFSET FLOTATION 4880 " SLAB EL. =10.38 7.6 1 \ \: 10.2 10 2 ,�, 1: 77.5 9.1 0 .11.9 10.1 10.2 fX/S17NG 1211 BEDROOM 9 33. I ,BUILDING "'� 20. PROPOSED WIC KITCHEN SEP77C TANK O BE REBUIL F W/PUMP CHAMBER / WHERE SHO �By (W7GGWS TANK SHOWN) l 9'A7£RLINE A Q i10 10.513.2 ! 1 CD 9 13.7 h p - ti 13.4 0.4 12.8 N� tp.0 10.9 •13 I 1 0.7 13. EXIS77NG 59' 1.5 STORY 14, EXIS7/NG 9 e 1 W.F. DWSLUNG SEP77C SYSTEM �3.4 T.O.F.-16.20 LOCA 77ON PER \ 13.3\ W/2 BEDROOMS AB CANCO 10 0705 13.4 \ 4.9 1.4 13.8 13.3 13.8 • 14.0 ' P , POSED 2" PVC P/Pf \ L O T & 0 14.2 12.0' • 1 T P ROP D D. BOX 12.3 78,0 + S. F., 3.7 R� \ 122.2 . 12.9• 14:1/ � 8.0' i 13. o \ 12.5 C� �/ \ y -RECORDED DISTANCE - 33834' 13.9 \ ACTUAL DISTANCE = 328.82' / V _y42. 12.6 - 13.4 2.9 �P c! 1 rnl 12.5 V LEGEND: TOWN WATER -w -w -w - WATER SHUT-OFF • . • • V • • .. WATER VALVUE E005 GAS UNE- c c -0 - GAS METER • • fl ' ... •... • GAS VALVE- ........ ELECTRIC LINE --E -E ELECTRIC METER • ••. © • .•.• (� ELECTRIC BOX ••• •• ® • •• • J ELECTRIC MANHOLE • • . • . ® • • CATCH BASIN' • CCESSPOOL. LEACH PIT • • . • G • • ..... CLEANOUT EXISTING SPOT ELEVATION ...x 0.0 - EXISTING CONTOUR----(0.0)- FINAL 13007 FLOVATION - - 03 . . FINAL CONTOUR-----9E02-- ONTOUR -w"E02FLAGPOLE FLAGPOLE- • •• HYDRANT... .•...•.:�•� •- • - UGHTPOST '• •- MANHOLE •• . 0 •.... OBS. WELL• Amy SEWER LINE -s -`V -s - SEWER MANHOLE • (D • • • SOIL TEST LOCATION • . • . . TELEPHONE BOX • m ' .... UTILITY POLE ........... ca> .. . . { j k 'i {'.;Vi No �03 r J# 6265 � 1 PEOUIRED SEPTIC TANK CAPACITY 1000 CAL. £1/577NC SEP77C TANK CAPACITY If"n CAL. - SOIL CLASSIRCA77ON N/A DESIGN PERCOLA7701V RATE' S2_ AZIM,^CH EFFLUENT LOADING RA 7E N/A GAL./DAY/SF. LEACHING CAPACITY.- N/A SO. FT. SIDES - 40•X 3.29' X 2.5 - 329 GPD BOTTOM - 8'X 12' X V 66 GPD _425_ GAL/bAY TOTAL CAPACITY RESERVE LEACHING CAPACITY X25- GAL./DAY NOTES. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF 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 10 FT. OF DRIVES OR PARKING AREAS, 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS, OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 1S TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8 PARCEL IS IN FLOOD ZONE 13-&-Al2 (EL 12) 9. LOT IS SHOWN ON ASSESSORS MAP -22- AS PARCEL -198-. 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. /2. A ZABEL A1800 FILTER IS TO BE INSTALLED. 13. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND. PROPERTY LINE. /4. CONTRACTOR TO UNCOVER TANK OUTLET TO CONFIRM ELEVATION BEFORE INSTALLING S.A.S. 15. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. 16. PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS. 17. ALARM IS TO BE BOTH AUDIO AND VISUAL. 18 SEPTIC TANK AND PUMP CHAMBER ARE TO BE IPX OR ASPHALT WATERPROOFED BY THE MANUFACTURER. 19. SEPTIC TANK AND PUMP CHAMBER TO HAVE ELASTOMERIC SEALS (IE. "BOOTS" AT INLETS AND OUTLETS) IF BELOW ADJUSTED GROUND WATER OR SUBJECT TO FLOODING. I LOCATION MAP APPROVED: DATE BOARD OF HEALTH AGENT PROPOSED SEPTIC DESIGN FOR STEVE ORR LOC. 33 CHAMBERLAIN COURT TY YARMOUTH, MASS. CRAIG R.. SHORT, P. E. 235 GREAT WESTERN ROAD y P. O BOX 1044 loe sosas6.eJ11 SOUTH DENNIS, MASS 02660 sm. J9B.J06. DATE NOV 28, 2005 REV. DI,C. 10 2005 DEC. 9, E005 2191''2005 . SCALE JOB N0, 12-1079 SHEET 1 OF 1 ©2005 CRAIG R. SHORT, P,