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Home My WebLink AboutEngineered Plan - Rev. 2007• wig b...lvrlLt ---- ..__..__- .....-'- - ---- --- ------._ ,�....�..-- -•-' --.._ _.... -__ 7 FEET 29 INCHES 7 cp K / OBSERVED WATER' TABLE (6/13107) ELEV. - 93 3 T 34 INC ll SL.f" �� C � N ti✓!�l /'11� v EI1 ..: TOTAL ESTIMATED FLOW . L8 FEE N _ 1 _ 85.70 3 . . 1 . ` BOTT�SM OF TEST HALE ELEV. ___�_„_ ,(11.0 GAI»Jgi2.fbAY X 8R.) - GAL:/DAY H �-o �Iol�o _ E 660 A ` REQUIRED. SEPTIC TANK, CAPACITY - ._. GAL. { ACTUAL SIZE OF SEPTIC TANK �il500_ GAL ELEV. AT INVERT INLET 95`13 PUMP CHAMBER CALCULATIOI�S. ,• .-9265 V T ALARM ON - ____ ,..:SOIL CLASSIFICATION t >: ELBA _ ' REQUIRED FLOW PER.. CYCLE ,25 X . _330. = _ 82.5 GAL./CYCLEPERCOLATION.< 'MIN./IN. p ! 92.31 _ DESIGN RATE /I S 'EM f ROFIL� ELEV. AT PUMP ON --- -_ --- SEWAGE DISPOSAL SY - VOLUME; PER CYCLE __82_ ;GAL/CYCLE /7.48 GAL/CU.. F�. _ _.11.03 CU. FT./CYCLE EFFLUENT LOADING RATE :: GAL./DAY/S.F. T A : ELEV. AT PUMP OFF �9i.98 _ E FLUE t A �.?�_ NOT 0 SCALE VOLUME OF WATER IN PIPE 3;14 X 0.00694 X _ 21-- FT. _ CU. FT. " �1.15� LEACHING AREA 42433 SO.. BOTTOM OF INSIDE PUMP CHAMBER- TOTALr MINIMUM VOLUME PER CYCLE _ L1�rE9 CU: FT. 11X38 t 47X2X10 2 BOTTOM OF OUTSIDE. PUMP ;CHAMBER 90_90 ..( i1 ) - DISCHARGE _1i_49 CU. FT. 34.67 CU.FT FT. 0.33 FT. :.(1000 GS.T.)351.00 / LEACHING',CAPACITY (AREA X RATE). GAL./DAY 1.27 FT. STORAGE CAPACITY ; - GAL, DAY 7.48 GAL. CU.FT. 34.67 CU.FT. FT = ----- - E (330 - / / I / / 474.33 X 0.74 ' REQUIRED _.RSA PROVIDED RESERVE LEACHING CAPACITY 351.00 GAL/,DAY ' IU QiES : BUOYANCYCLCU�.�ATfoiV S 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO DZP. 150.b GALL C_I. SEPTIC TANK (H-1 Q) 1000GALLON PUMP CHAMSEP (H-10) TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR ; ( THE :SUBSURFACE DISPOSAL OF SEWAGE. WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED . , _ 2. ALL COVERS TO SANITARY UNITS SHALL. BE BROUGHT TO , .. 10.5x5.67x(94.27 91.22)x62.6 11349 LBS. 8.5x4.83x(94.27-90.90)x62.5 8648 IBS. ,. _ WITHIN 6 OF FINISHED GRADE.. WEIGHT OF TANK PER °-MANUFACTURER 11480 LBS. WEIGHT OF TANK PER MANUFACTURER 8240 LBS. HA CAPABLE OF WEIGHT OF "CONCRETE WEIGHT OF WATER IN SUMP - 3. ALL COMPONENTS OF THE SANITARY SYSTEMS ALL BE 8.Ox4.33x0;83x62.5 1796 LBS. WITHSTANDING H-=10 LOADING :UNLESS .THEY ARE UNDER OR WITHIN 10 FT. OF,'DRIVES -OR PARKING AREAS. H--20 LOADING SHALL BE EXCESS _WEIGHT TO OFFSET FLOTATION WEIGHT OF. CONCRETE R THIN 10 FT. OF DRIVES OR PARKING AREAS. - 114E0-11349 131 LBS. USED'UNDER 0 W4 EXCESS WEIGHT TO OFFSET FLOTATION . 4. ANY MASONARY UNITS USED TO BRING COVERS, TO GRADE SHALL BE MORTARED IN PLACE.. • , -� - 8648 (8240+1796)1388 LBS. 5. NO DETERMINATION, HAS BEEN MADE -•°AS TO COMPLIANCE WITH - F SOIL ON 10P' DEEDED OR ZONING REGULATIONS. OWNER `APPLICANT, .IS TO; DOES NOT INCLUDE WEIGHT0 s, 102.6 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 1.03.2 2� 6. UTILITIES SHOWN ARE 'APPROXIMATE 'ONLY.' EXCAVATION CONTRACTOR a 102: IS TO CALL "DIG -SAFE' AT 1888=344-7233 AT LEAST 72 'HOURS PRIOR :TO COMMENCING WORK ONSITE. -�-. CONTRACTORo_-AS- --7,- - fS Tv -RIFT vRnCES t;' - ELEV •; T IOIN ' Az3 W'ELL SITE CONDITIONS PRIOR TO COMMENCING WORK ON .SITE, ANY.VARIATION TO BE BROUGHT TO THE ATTcNTION OF THE..DESIGN ENGINEER . »9r6 IMMEDIATELY: PARCEL IS IN FLOOD ZONE _ `B__ �G G 9. LOT IS SHOWN ON ASSESSORS .MAP __22 AS PARCEL 83 100.6 98.7 10.' PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS, \ • J 100.0 YYzrmoutb Hen1th ]Depart ee�t EQ T 11. ALARM IS TO BE BOTH AUDIO ,AND .VISUAL: . APPROVED 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. `'tom 98.2 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE• PUMP,AND ALARM. 14. ALL UNSUITABLE MATERIAL . SHALL BE REMOVED FROM UNDER AND �O 9 4 iy a FOR A MINIMUM, OF 5' AROUND SOIL ABSORPTION SYSTEM AND SE 9' rvO x 7 REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255: (3}. ' IQ�te 1500 LLON I 15. SEPTIC TANK AND SUMP CHAMBER" ARE TO HAVE ELASTOMERIC SEALS-' �t q / \ SEPTI NK AND BE WATERPROOFED AT THE MANUFACTURER. V ' - 1j r.L=t�;� 16. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED. 98.3 6; fir, '+ \' PUMP 99.2, 'µl r + "s 17. SEPTIC TANK AND PUMP CHAMBER ARE TO BE "MONO" TANKS. 0� OI 100.0 7 DUMAS {, o 9.4, �r �O 99 j' +w;'a,, t 1Vo. 619 iE I'', \ \ ti 6. F , '; r � � ��, � APPROVED:. BOARD OF HEALTH 0.3 ` . .0 LOT 1 TAR" D ! y 1 .2. f S. A101.240 1 VINYL Ox t7 DATE .:AGENT - C. ! SB.I PRCJ� 1 5594-•00 1, dw !' 5 4-sas, DW .2 ,007 1 �, -,<, . h , �i' 0-17" ':`. A LOAMY SAND 10YR3/1 : NO:' ROOTS- 4" SCHEDULE :'40� PVC PIPE A SAD N - OMY TOP OF FOUNDATION 20 FT, MINIMUM FROM CELLAR OR CRAWL SPACE MIN.PITCH 1/8 PER FT ECFV. ,'100A0` - 10 FT. MINIMUM 1C.FT MINIMUM FROM SLAB /ELEV. (ASSUMED) 15PRESSUREPIPE 150 PSI MINIMUM _ ' COV RSA.95.15 „ MANHOLE COVER _ 48+. 4" CAST IRON PIPE (OR EQUAL) 'MINIMUM :� � x PITCH.: 1 / t„RFT . � - L LVE r BEL A1800 FIL ELEV - MP E ;15 ' . _ 6" SU LEV. _. _100 _-_ FLOW LINE • �dSTR16UT101� ELEV. ,. r 1. ELEV. _' '- 96. � MIN. 14SL1 s 3/8", DRILL - - BOX. ELEV. _ _95.47 - BAFFLE N HOLE T0: BE WATER _TESTED = ELEV.. = _5_22 : ,' (TO BE PLACED ON FIRM BASE) CHECK 314" ;TO 1 '112" (QUID OUTLET w VALVE WASHED STONE (TO BE PLACED ON FIRM �BASE) r" 4�FEET 5 FEET, e• FEET 14 :INCHES 19 INCHES 19 i� 1500, GALL06V UMP MYERS SRM 4 D.4 •HP (MAX.) _ • wig b...lvrlLt ---- ..__..__- .....-'- - ---- --- ------._ ,�....�..-- -•-' --.._ _.... -__ 7 FEET 29 INCHES 7 cp K / OBSERVED WATER' TABLE (6/13107) ELEV. - 93 3 T 34 INC ll SL.f" �� C � N ti✓!�l /'11� v EI1 ..: TOTAL ESTIMATED FLOW . L8 FEE N _ 1 _ 85.70 3 . . 1 . ` BOTT�SM OF TEST HALE ELEV. ___�_„_ ,(11.0 GAI»Jgi2.fbAY X 8R.) - GAL:/DAY H �-o �Iol�o _ E 660 A ` REQUIRED. SEPTIC TANK, CAPACITY - ._. GAL. { ACTUAL SIZE OF SEPTIC TANK �il500_ GAL ELEV. AT INVERT INLET 95`13 PUMP CHAMBER CALCULATIOI�S. ,• .-9265 V T ALARM ON - ____ ,..:SOIL CLASSIFICATION t >: ELBA _ ' REQUIRED FLOW PER.. CYCLE ,25 X . _330. = _ 82.5 GAL./CYCLEPERCOLATION.< 'MIN./IN. p ! 92.31 _ DESIGN RATE /I S 'EM f ROFIL� ELEV. AT PUMP ON --- -_ --- SEWAGE DISPOSAL SY - VOLUME; PER CYCLE __82_ ;GAL/CYCLE /7.48 GAL/CU.. F�. _ _.11.03 CU. FT./CYCLE EFFLUENT LOADING RATE :: GAL./DAY/S.F. T A : ELEV. AT PUMP OFF �9i.98 _ E FLUE t A �.?�_ NOT 0 SCALE VOLUME OF WATER IN PIPE 3;14 X 0.00694 X _ 21-- FT. _ CU. FT. " �1.15� LEACHING AREA 42433 SO.. BOTTOM OF INSIDE PUMP CHAMBER- TOTALr MINIMUM VOLUME PER CYCLE _ L1�rE9 CU: FT. 11X38 t 47X2X10 2 BOTTOM OF OUTSIDE. PUMP ;CHAMBER 90_90 ..( i1 ) - DISCHARGE _1i_49 CU. FT. 34.67 CU.FT FT. 0.33 FT. :.(1000 GS.T.)351.00 / LEACHING',CAPACITY (AREA X RATE). GAL./DAY 1.27 FT. STORAGE CAPACITY ; - GAL, DAY 7.48 GAL. CU.FT. 34.67 CU.FT. FT = ----- - E (330 - / / I / / 474.33 X 0.74 ' REQUIRED _.RSA PROVIDED RESERVE LEACHING CAPACITY 351.00 GAL/,DAY ' IU QiES : BUOYANCYCLCU�.�ATfoiV S 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO DZP. 150.b GALL C_I. SEPTIC TANK (H-1 Q) 1000GALLON PUMP CHAMSEP (H-10) TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR ; ( THE :SUBSURFACE DISPOSAL OF SEWAGE. WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED . , _ 2. ALL COVERS TO SANITARY UNITS SHALL. BE BROUGHT TO , .. 10.5x5.67x(94.27 91.22)x62.6 11349 LBS. 8.5x4.83x(94.27-90.90)x62.5 8648 IBS. ,. _ WITHIN 6 OF FINISHED GRADE.. WEIGHT OF TANK PER °-MANUFACTURER 11480 LBS. WEIGHT OF TANK PER MANUFACTURER 8240 LBS. HA CAPABLE OF WEIGHT OF "CONCRETE WEIGHT OF WATER IN SUMP - 3. ALL COMPONENTS OF THE SANITARY SYSTEMS ALL BE 8.Ox4.33x0;83x62.5 1796 LBS. WITHSTANDING H-=10 LOADING :UNLESS .THEY ARE UNDER OR WITHIN 10 FT. OF,'DRIVES -OR PARKING AREAS. H--20 LOADING SHALL BE EXCESS _WEIGHT TO OFFSET FLOTATION WEIGHT OF. CONCRETE R THIN 10 FT. OF DRIVES OR PARKING AREAS. - 114E0-11349 131 LBS. USED'UNDER 0 W4 EXCESS WEIGHT TO OFFSET FLOTATION . 4. ANY MASONARY UNITS USED TO BRING COVERS, TO GRADE SHALL BE MORTARED IN PLACE.. • , -� - 8648 (8240+1796)1388 LBS. 5. NO DETERMINATION, HAS BEEN MADE -•°AS TO COMPLIANCE WITH - F SOIL ON 10P' DEEDED OR ZONING REGULATIONS. OWNER `APPLICANT, .IS TO; DOES NOT INCLUDE WEIGHT0 s, 102.6 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 1.03.2 2� 6. UTILITIES SHOWN ARE 'APPROXIMATE 'ONLY.' EXCAVATION CONTRACTOR a 102: IS TO CALL "DIG -SAFE' AT 1888=344-7233 AT LEAST 72 'HOURS PRIOR :TO COMMENCING WORK ONSITE. -�-. CONTRACTORo_-AS- --7,- - fS Tv -RIFT vRnCES t;' - ELEV •; T IOIN ' Az3 W'ELL SITE CONDITIONS PRIOR TO COMMENCING WORK ON .SITE, ANY.VARIATION TO BE BROUGHT TO THE ATTcNTION OF THE..DESIGN ENGINEER . »9r6 IMMEDIATELY: PARCEL IS IN FLOOD ZONE _ `B__ �G G 9. LOT IS SHOWN ON ASSESSORS .MAP __22 AS PARCEL 83 100.6 98.7 10.' PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS, \ • J 100.0 YYzrmoutb Hen1th ]Depart ee�t EQ T 11. ALARM IS TO BE BOTH AUDIO ,AND .VISUAL: . APPROVED 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. `'tom 98.2 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE• PUMP,AND ALARM. 14. ALL UNSUITABLE MATERIAL . SHALL BE REMOVED FROM UNDER AND �O 9 4 iy a FOR A MINIMUM, OF 5' AROUND SOIL ABSORPTION SYSTEM AND SE 9' rvO x 7 REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255: (3}. ' IQ�te 1500 LLON I 15. SEPTIC TANK AND SUMP CHAMBER" ARE TO HAVE ELASTOMERIC SEALS-' �t q / \ SEPTI NK AND BE WATERPROOFED AT THE MANUFACTURER. V ' - 1j r.L=t�;� 16. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED. 98.3 6; fir, '+ \' PUMP 99.2, 'µl r + "s 17. SEPTIC TANK AND PUMP CHAMBER ARE TO BE "MONO" TANKS. 0� OI 100.0 7 DUMAS {, o 9.4, �r �O 99 j' +w;'a,, t 1Vo. 619 iE I'', \ \ ti 6. F , '; r � � ��, � APPROVED:. BOARD OF HEALTH 0.3 ` . .0 LOT 1 TAR" D ! y 1 .2. f S. A101.240 1 VINYL Ox t7 DATE .:AGENT - C. ! SB.I PRCJ� 1 5594-•00 1, dw !' 5 4-sas, DW .2 ,007 1 �, -,<, . h , �i' 0-17" ':`. A LOAMY SAND 10YR3/1 : NO:' ROOTS- 17 --9 A SAD N - OMY 1OYR 5.6 ROOTS • wig b...lvrlLt ---- ..__..__- .....-'- - ---- --- ------._ ,�....�..-- -•-' --.._ _.... -__ 7 FEET 29 INCHES 7 cp K / OBSERVED WATER' TABLE (6/13107) ELEV. - 93 3 T 34 INC ll SL.f" �� C � N ti✓!�l /'11� v EI1 ..: TOTAL ESTIMATED FLOW . L8 FEE N _ 1 _ 85.70 3 . . 1 . ` BOTT�SM OF TEST HALE ELEV. ___�_„_ ,(11.0 GAI»Jgi2.fbAY X 8R.) - GAL:/DAY H �-o �Iol�o _ E 660 A ` REQUIRED. SEPTIC TANK, CAPACITY - ._. GAL. { ACTUAL SIZE OF SEPTIC TANK �il500_ GAL ELEV. AT INVERT INLET 95`13 PUMP CHAMBER CALCULATIOI�S. ,• .-9265 V T ALARM ON - ____ ,..:SOIL CLASSIFICATION t >: ELBA _ ' REQUIRED FLOW PER.. CYCLE ,25 X . _330. = _ 82.5 GAL./CYCLEPERCOLATION.< 'MIN./IN. p ! 92.31 _ DESIGN RATE /I S 'EM f ROFIL� ELEV. AT PUMP ON --- -_ --- SEWAGE DISPOSAL SY - VOLUME; PER CYCLE __82_ ;GAL/CYCLE /7.48 GAL/CU.. F�. _ _.11.03 CU. FT./CYCLE EFFLUENT LOADING RATE :: GAL./DAY/S.F. T A : ELEV. AT PUMP OFF �9i.98 _ E FLUE t A �.?�_ NOT 0 SCALE VOLUME OF WATER IN PIPE 3;14 X 0.00694 X _ 21-- FT. _ CU. FT. " �1.15� LEACHING AREA 42433 SO.. BOTTOM OF INSIDE PUMP CHAMBER- TOTALr MINIMUM VOLUME PER CYCLE _ L1�rE9 CU: FT. 11X38 t 47X2X10 2 BOTTOM OF OUTSIDE. PUMP ;CHAMBER 90_90 ..( i1 ) - DISCHARGE _1i_49 CU. FT. 34.67 CU.FT FT. 0.33 FT. :.(1000 GS.T.)351.00 / LEACHING',CAPACITY (AREA X RATE). GAL./DAY 1.27 FT. STORAGE CAPACITY ; - GAL, DAY 7.48 GAL. CU.FT. 34.67 CU.FT. FT = ----- - E (330 - / / I / / 474.33 X 0.74 ' REQUIRED _.RSA PROVIDED RESERVE LEACHING CAPACITY 351.00 GAL/,DAY ' IU QiES : BUOYANCYCLCU�.�ATfoiV S 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO DZP. 150.b GALL C_I. SEPTIC TANK (H-1 Q) 1000GALLON PUMP CHAMSEP (H-10) TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR ; ( THE :SUBSURFACE DISPOSAL OF SEWAGE. WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED . , _ 2. ALL COVERS TO SANITARY UNITS SHALL. BE BROUGHT TO , .. 10.5x5.67x(94.27 91.22)x62.6 11349 LBS. 8.5x4.83x(94.27-90.90)x62.5 8648 IBS. ,. _ WITHIN 6 OF FINISHED GRADE.. WEIGHT OF TANK PER °-MANUFACTURER 11480 LBS. WEIGHT OF TANK PER MANUFACTURER 8240 LBS. HA CAPABLE OF WEIGHT OF "CONCRETE WEIGHT OF WATER IN SUMP - 3. ALL COMPONENTS OF THE SANITARY SYSTEMS ALL BE 8.Ox4.33x0;83x62.5 1796 LBS. WITHSTANDING H-=10 LOADING :UNLESS .THEY ARE UNDER OR WITHIN 10 FT. OF,'DRIVES -OR PARKING AREAS. H--20 LOADING SHALL BE EXCESS _WEIGHT TO OFFSET FLOTATION WEIGHT OF. CONCRETE R THIN 10 FT. OF DRIVES OR PARKING AREAS. - 114E0-11349 131 LBS. USED'UNDER 0 W4 EXCESS WEIGHT TO OFFSET FLOTATION . 4. ANY MASONARY UNITS USED TO BRING COVERS, TO GRADE SHALL BE MORTARED IN PLACE.. • , -� - 8648 (8240+1796)1388 LBS. 5. NO DETERMINATION, HAS BEEN MADE -•°AS TO COMPLIANCE WITH - F SOIL ON 10P' DEEDED OR ZONING REGULATIONS. OWNER `APPLICANT, .IS TO; DOES NOT INCLUDE WEIGHT0 s, 102.6 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 1.03.2 2� 6. UTILITIES SHOWN ARE 'APPROXIMATE 'ONLY.' EXCAVATION CONTRACTOR a 102: IS TO CALL "DIG -SAFE' AT 1888=344-7233 AT LEAST 72 'HOURS PRIOR :TO COMMENCING WORK ONSITE. -�-. CONTRACTORo_-AS- --7,- - fS Tv -RIFT vRnCES t;' - ELEV •; T IOIN ' Az3 W'ELL SITE CONDITIONS PRIOR TO COMMENCING WORK ON .SITE, ANY.VARIATION TO BE BROUGHT TO THE ATTcNTION OF THE..DESIGN ENGINEER . »9r6 IMMEDIATELY: PARCEL IS IN FLOOD ZONE _ `B__ �G G 9. LOT IS SHOWN ON ASSESSORS .MAP __22 AS PARCEL 83 100.6 98.7 10.' PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS, \ • J 100.0 YYzrmoutb Hen1th ]Depart ee�t EQ T 11. ALARM IS TO BE BOTH AUDIO ,AND .VISUAL: . APPROVED 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. `'tom 98.2 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE• PUMP,AND ALARM. 14. ALL UNSUITABLE MATERIAL . SHALL BE REMOVED FROM UNDER AND �O 9 4 iy a FOR A MINIMUM, OF 5' AROUND SOIL ABSORPTION SYSTEM AND SE 9' rvO x 7 REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255: (3}. ' IQ�te 1500 LLON I 15. SEPTIC TANK AND SUMP CHAMBER" ARE TO HAVE ELASTOMERIC SEALS-' �t q / \ SEPTI NK AND BE WATERPROOFED AT THE MANUFACTURER. V ' - 1j r.L=t�;� 16. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED. 98.3 6; fir, '+ \' PUMP 99.2, 'µl r + "s 17. SEPTIC TANK AND PUMP CHAMBER ARE TO BE "MONO" TANKS. 0� OI 100.0 7 DUMAS {, o 9.4, �r �O 99 j' +w;'a,, t 1Vo. 619 iE I'', \ \ ti 6. F , '; r � � ��, � APPROVED:. BOARD OF HEALTH 0.3 ` . .0 LOT 1 TAR" D ! y 1 .2. f S. A101.240 1 VINYL Ox t7 DATE .:AGENT - C. ! SB.I PRCJ� 1 5594-•00 1, dw !' 5 4-sas, DW .2 ,007 1 �, -,<, . h , �i'