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Home My WebLink About32 Sachem Path - Septic Design 4BENCHMARK TOP OF FOUNDATION ELEV. - 100.00 (ASSUME'D) N prili PLUMBING 7�ABE RAISED IUCD RE -PIPED BY LICENSED PLUMBER AS NEEDED Z IL 0 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4" PER FT. ELEV. = 9aa? ELEV. 96.75_ SEWAGE 4" SCHEDULE 40 PVC PIPE FT. MINIMUM FROM CELLAR MIN. PITCH 1/8" PER FT.--, CLEAN SAND IUM FROM SLAB OR CRAWL SPACE 2" LAYER OF 2" PRESSURE PIPE 1/8' TO 1/2" 150 PSI MINIMUM ELEV. 10143 MA WASHED STONE PVT CONCRETE _96.35 1 3 MIN. COVERS3' MAX. z CU. FT. OF ONCRETE nen � ... _ EL 98.4.3 m NCHOR PUMP SWITCHES DETAIL tits_ A18uu HLI K HORIZ TEXTURE COLOR ELEV. = 6" SUMP ELEV. 98_30 6" J. :; _ LOAMY SAND 1OYR5/2 --- UNSUITABLE 33" 8 FLOW LINE IOYR5/6 NO ELEV. 95.951 50' Cl -98.5D- _ NO _ -�9_• ELEV. = 93.87 ALARM ON PUMP CHAMBER CALCULATIONS: ,o' 58" C2 & GRAVEL 10YR6/8 NO ELEVATION 00,0 DISTRIBUTION ELEV. = 4 HIGH CAPACITY INFILTRATORS 10YR8/4 NO GARBAGE DISPOSAL UNIT NO 1 g _ VOLUME PER CYCLE 825 GAL/CYCLE /7.48 GAL./CU. FT. = 11A3_ CU. FT./CYCLE FINAL SPOT ELEVATION 00. MIN. GAS TOTAL ESTIMATED FLOW ELEV. AT ALARM ON TO SCALE ELEV. AT PUMP ON 91.44 VOLUME OF WATER IN PIPE X 0.00694 X Z5 _ FT, 0_55 CU. FT. FINAL CONTOUR SOIL TEST LOCATION � 3/8" DRILL BOX 97.Q,1' WITH STONE IN AN 9-'S�- z a' LEV. = 93.42 PUMP ON ELEV. AT PUMP OFF BAFFLE a BOTTOM OF INSIDE PUMP CHAMBER BOTTOM OF OUTSIDE PUMP CHAMBER HOLE TO BE WATER TESTED STORAGE CAPACITY ( 330_ GAL/DAY /7.48 GAL./CU.FT. 34.67 CU.FT./FT. _ 1.27 FT. TOWN WATER -W-i�W / 11' X 38' X 10' TRENCH FORMAT ON _1500 SOIL CLASSIFICATION - 1 - WELL MIW29 _t27 REQUIRED -2,W- PROVIDED CATCH BASIN®\ \-/ t4 DESIGN PERCOLATION RATE <_S5__ MIN./IN. WEST YARMOUTH, MASS ELEV. 98•'5_0_ GAS LINE C � M. V) EFFLUENT LOADING RATE Q,j� GAL./DAY/S.F. (TO BE PLACED ON FIRM BASE) 1n ZONE A LEACHING AREA 74 SO. T. 11'(28.5'+9.5')+(28.5'+20.5')2(10/12) CR/9IG R SHORT; P.R CHECK 3/4" TO 1 1/2" SOIL ABSORPTION INDEX 9.6 BUOYANCY CALCULATIONS: ELEV. = 93.08 PUMP OFF 474 X 0.74 RESERVE LEACHING CAPACITY _ 1h[A GAL/DAY 508- P. 0. BOX 1044 1500GALLON SEPTIC TANKH2O 1000 GALLON PUMP CHAMBERHIO SOUTH DENNIS, MASS. 398-8311 02660 VALVE WASHED STONE SYSTEM JTI:M /SAS1 (SAS) WEIGHT OF WATER DISPLACED ADJUST 2.8 1 2 (94-92.25)(10.5X5.67)(64LBS/CF)- 6,668 LBS. t0�' DATE APRIL 2002 DAwi� BE PLACED ON FIRM SE) WEIGHT OF TANK PER MANUFACTURER 8240 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 7.3 EXCESS WEIGHT TO OFFSET FLOTATION TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE f 2985 REVISED 1 SOIL TEST DATE OF SOIL TEST 3J-271? SOIL TEST DONE BY CRAIG R.P.. WITNESSED BY �lyy11EEN OBSERVATION HOLE 1 ELEV.= 96.6 PERCOLATION RATE < 2 _ MIN./INCH AT _52=64 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 6" A LOAMY SAND 1OYR5/2 NO UNSUITABLE 33" 8 (OR EQUAL) SEPTIC TANK CHAMBER IOYR5/6 NO ELEV. 95.951 50' Cl FLONAEMYYpSAND AdEDIUAd SAND 1OYR7/6 NO _ -�9_• SEPTIC TANK PUMP CHAMBER CALCULATIONS: LEGEND: EXISTING SPOT 58" C2 & GRAVEL 10YR6/8 NO ELEVATION 00,0 106' C3 FINE SAND 10YR8/4 NO 1500 GALL MYERS MHV 4 OR 5 AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) mVAR1ANCE •,� UMP- Y *` % (I. E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. ;'`'QLSN Ft l,y�1 (, SHORY 931 11. 12. WATER ENCOUNTERED AT __B.B ELEV. o1.H (OR EQUAL) SEPTIC TANK CHAMBER �'t USGS PROBABLE WATER TABLE ELEV. OBSERVED WATER TABLE ( 03 / 27 /02 ) ELEV. - =.� _ (94.4 MAX.) APPROVED: BOARD OF HEALTH NCI 1000 GALLON BOTTOM OF TEST HOLE ELEV. _ -�9_• SEPTIC TANK PUMP CHAMBER CALCULATIONS: LEGEND: EXISTING SPOT DESIGN CALCULATIONS ' ELEVATION 00,0 #2287 NUMBER OF BEDROOMS 3 96.25 REQUIRED FLOW PER CYCLE .25 X _,' _ X2,5 GAL./CYCLE EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO ELEV. AT INVERT ET AL SYSTEM PROFILE g _ VOLUME PER CYCLE 825 GAL/CYCLE /7.48 GAL./CU. FT. = 11A3_ CU. FT./CYCLE FINAL SPOT ELEVATION 00. TOTAL ESTIMATED FLOW ELEV. AT ALARM ON TO SCALE ELEV. AT PUMP ON 91.44 VOLUME OF WATER IN PIPE X 0.00694 X Z5 _ FT, 0_55 CU. FT. FINAL CONTOUR SOIL TEST LOCATION � ( 110 GAL./BR./DAY X �_ BR.) -,331- GAL./DAY FOR 9-'S�- CYCLE TOTAL MINIMUM VOLUME PER CYCLE 1],'>fD CU. FT. AN REQUIRED SEPTIC TANK CAPACITY GAL ELEV. AT PUMP OFF DISCHARGE _J_1 CU. FT. / 34.67 CU.FT./FT. _ _ 0.33 FT. (1000 G.S.T.) UTILITY POLE --C- _1509_ ACTUAL SIZE OF SEPTIC TANK GAL. BOTTOM OF INSIDE PUMP CHAMBER BOTTOM OF OUTSIDE PUMP CHAMBER =3.25_ 93•� STORAGE CAPACITY ( 330_ GAL/DAY /7.48 GAL./CU.FT. 34.67 CU.FT./FT. _ 1.27 FT. TOWN WATER -W-i�W / _1500 SOIL CLASSIFICATION - 1 - bf rC £4 w.c�-s _t27 REQUIRED -2,W- PROVIDED CATCH BASIN®\ \-/ DESIGN PERCOLATION RATE <_S5__ MIN./IN. WEST YARMOUTH, MASS GAS LINE C � EFFLUENT LOADING RATE Q,j� GAL./DAY/S.F. CLEAN OUT CESSPOOL C.P.0 LEACHING AREA 74 SO. T. 11'(28.5'+9.5')+(28.5'+20.5')2(10/12) CR/9IG R SHORT; P.R LEACHING CAPACITY (AREA X RATE) -.SSL GAL./DAY 235 GREAT WESTERN ROAD BUOYANCY CALCULATIONS: 474 X 0.74 RESERVE LEACHING CAPACITY _ 1h[A GAL/DAY 508- P. 0. BOX 1044 1500GALLON SEPTIC TANKH2O 1000 GALLON PUMP CHAMBERHIO SOUTH DENNIS, MASS. 398-8311 02660 WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED rc�+ NOTES: (94-92.25)(10.5X5.67)(64LBS/CF)- 6,668 LBS. (94-92)(&5x4.83x64) 5255 LBS. DATE APRIL 2002 DAwi� (WEIGHT OF TANK PER MANUFACTURER 11.480 WEIGHT OF TANK PER MANUFACTURER 8240 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. EXCESS WEIGHT TO OFFSET FLOTATION 4,812 EXCESS WEIGHT TO OFFSET FLOTATION TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE f 2985 REVISED 1 DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO LOCATION MAP REVISED SHEET 1 OF 1 WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF W1THSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WTHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE VEN USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 10 Tiro, 5 & TOM B.O.H. VAMAN(M pEQUMM 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL SECTION 15.103 (3)(B) USE OF USGS FOR MAX. 5. BE MORTARED IN PLACE. .SES 5 1 GROUNDWATER. 2.6 REWIRED NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 26 r" N. M A 1.3' VARIANCE REQUESTED. DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO SECTION 15212(8) DISTANCE BETWEEN BOTTOM OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. yN6. OF S.A.S. & GROUND WATER 5' REQUIRED. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR U• IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS �><1o A 1.0' VARIANCE REQUESTED. 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 LOT 54 J IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER AREA,wIalODf Sf. IST PUMP IMMEDIATELY. B CHAMBER 8. PARCEL IS IN FLOOD ZONE 9. _-a -. LOT IS SHOWN ON ASSESSORS MAP ?J AS PARCEL 4k 1M\NQ 10. _ ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM'UNDER, AND �� FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM 29 t DOSllNC + DOELL C t Ka P�„r Etl Y Q EXS�RIG 0E DECK 0 `3 _ m tL REµ�Vti; ,0 Stlm; , B!T-A5nHALT Wt/bE 100.oD 'y," C 2002 CRAIG R. SHORT, P.E: AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) •,� Y *` % (I. E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. ;'`'QLSN Ft l,y�1 (, SHORY 15r 4S` 11. 12. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. SEPTIC TANK & PUMP CHAMBER TO BE WATER PROOF BY MFR (IPX), �'t APPROVED: BOARD OF HEALTH NCI ' #2287 DATE AGENT PROPOSED SEPTIC DESIGN �. _ FOR JAMES MORSE bf rC £4 w.c�-s LOC. 32 SACHEM PATH ?� sAcrFM WEST YARMOUTH, MASS L aCV g CR/9IG R SHORT; P.R 235 GREAT WESTERN ROAD 508- P. 0. BOX 1044 SOUTH DENNIS, MASS. 398-8311 02660 SCALE c 20' DATE APRIL 2002 DAwi� �.�• , I f JOB NO. 12 943 I REVISED 1 LOCATION MAP REVISED SHEET 1 OF 1 C 2002 CRAIG R. SHORT, P.E: