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Home My WebLink AboutEngineered Plan - 2003„ 4 FEET 14 INCHES MYERS :SRM 4 19 INCHES .4 HP .(MAX.) ' :. 5 FEET 0 ( ) 78^ 1500 GALLON INCHES ROB LE 'WATER TABLE ELEV: _ _1.70 _- : WATER ENCOUNTERED ELEV. g , . 6 FEET 24_ PUMP __ OR EQUAL USGS P AB WELL MIW 29 9 INCHES ( ) - 7FEET 2 OBSERVED WATER TABLE(12/17/03)ELEV.._ ,`6g._4_�� SEPTIC TAIL J '! ZONE A��+ 8 FEET 34 INCHES CI -I Aifia' EI�jV J _a_Y INDEX 9.1 „ os) LEGEND. .,DESIGN CALCULATIONS . : BOTTpM ' OF TEST HOLE_ ELEV.. _ , �5 90 u ryry NUMBER OF .BEDROOMS `. � _' S__ H 20 - ADJUST 2.3 �. H 20 ( - , . EXISTING .SPOT ELEVATION ' 00x0 _ ( ) GARBAGE DiSPOSAt !lNfT (TD $e '�a-�`�iev;� IRiO _ uJ A pp R CALCULATIONS. .. 95:30 PUP CI�IA(� V AT INVERT INLET ��__ ;:, EXISTING CONTOUR----00=--- ELE _ TOTAL'.ESTIMATED FLOW, 93.00 N OO.O ELEV. AT ALARM 0 N ------- FINAL SPOT ELEVATION 550 : - REQUIRED FLOW PER CYCLE `'.25 X __�� = ��3�,5 GAL./CYCLE _ -- ' 110 GAL»/BI;./bAY 'X 5 BR,) GAL:/DAY . _ p c C 92.65 FINAL CONTOUR 00 i PROFILE ELEV. AT PUMP ON ------- SEWAGE DISPOSAL . S 1 STEL 137.5 GAL' CYCLE 7:48 GAL: CU. FT. ; 18.38_ �U. FT. CYCLE REQUIRED SEPTIC TANK 92.13 �110Q GAI: : . VOLUME -CYCLE ; �._-- / / ,92,13_ / _ --- / SOIL, TEST LOCATION NO TO SCALE ELEV. AT PUMP OFF 17 = 0.37 T, ® I PTIC TANK 1500_ GAL. T VOLUME -OF WATER iN PIPE 3,14 X -0.00694: X FT. N _y CU. F ACTUAL SIZE OF SE . 91.30 UTILITY POLE -O- BOTTOM OF INSIDE. PUMP CHAMBER ______ TOTAL. 'MINIMUM . VOLUME: PER :CYCLE CU. FT. SOIL -CLASSIFICATION _ _ _ .1.?� 90,80TOWN WATER .WWW -- ---- t 0.52 < MfN. IN. BOTTOM OF OUTSIDE .PUMP. CHAMBER DISCHARGE _,.18.75 CU. FT. 36.11 CU.FT./FT. __ FT. (1000 G.S.T.) / \ DESIGN PERCOLATION RATE t _ CATCH BASIN 204 \ !. GAL./DAY/S.F. :. - STORAGE CAPACITY 550-GAL./DAY 7:48 GAL./CU.FT:f36.11 CU.FT./FT. - �_�-.FT. � EFFLUENT LOADING RATE � (/ GAS LINE G REQUIRED _ PROVIDED LEACHING AREA �$s'i-?'SQ.:FT.. 4$_ 2.30 CESSPOOL C.P. 0 11X60 + 71X2X10 12 CLEANOUT0. _ 7 .9S . E- LEACHING CAPACITY (AREA X RATE) -- GAL:/DAY, 3 74 I - 778.3 X 0. F ON S. RESERVE LEACHING CAPACITY BUOYANCY,CALCULATIONS: _ Nay= SAL./DAY;.:: . _ 1000 BER 1500 GALLON SEPTIC TANK H 20GALLON PUMP CRAM (H-20 ) WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED _. 9X5.25X 91.70-90.80 X62.5. 2658 LBS. DOTES. - _ 11 X6:1 T.�(91.70-90.88)X62.5 3479 LBS. i ) , WEIGHT OF TANK PER MANUFACTURER 145 LBS. 1: ALL WORKMANSHIP- AND MATERIALS. SHALL CONFQRM .TO D.E.P. _ WEIGHT Gf TANK PER MANUFACTURER21230 U3S. ^ WEIGHT OF WA R IN SUMP TITLE .5 AND THE TOWN'S RULES AND REGULATIONS FOR 96,3 WEIGHT O.F.:CONCRETE TE THE SUBSURFACE DISPOSAL OF_SEWAGE. 97.7 x 95.3 I T OFCONCRETE 2. ALL COVERS TO SANITARY UNITS SHALL BE 'BROUGHT TO _ l EXCESS WEIGHT TO OFFSET. FLOTATION WE GH 2123 3479 17,751 LBS. WITHIN 6- OF FINISHED GRADE.: 3. ALL COMPONENTS OF :THE SANITARY SYSTEM SHALL 'BE CAPABLE OF EXCESS WEIGHT TO OFFSET FLOTATION , 14500 2658 _ : 11.842 LBS. WITHSTANDING N-10,t0ADING 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. VENT HA 4. ANY MASONARY,UNiTS USED TO`BRING:COVERS TO'GRADE S L 1. E 9sJ > X SEPTIC TANK D. BOX AND PIT ARE TO BE PUMPED BE MORTARED IN PLACE. AND REMOVED. TT. 6 STING S `. , � 1 EXISTING � . ._ j 5: NO DETERMINATION ..:HAS BEEN MADE -AS TO COMPLIANCE. WITH I 9 TO TITLE 5 AND 'YARMOUTH REGULATIONS: PDt lf'_AA1T COMPLIANCE. Sts 0 iM T�OF sr g . V; 17. 'VARIANCES x 95. _ DEEDED OR ZONI1VG RFGI�LATIIlNs.,_OW.IFR.:P....__�...,_.. ..v N 9 9 0,� .gyp, rind -- vJ p THAN _10 FROM-FOi INDA .._:.. - -. 5 OVERDIG SEPTIC TANK AND PUM CHAMBER LESS ` : `• : _ �BTpiN 5UCH -DETERMINATION FROM APPROPRIATE AUTHORITY, ' 6 �� -- SOIL ABSORPTION SYSTEM LESS THAN 20. FROM FOUNDATION: �1B si 6.',UTILiTIES. SHOWN, ARE:'APPROXIMATE' ONLY,EXCAVATION CONTRACTOR _ ., r THAN 5 ABOVE ADJUSTED_ WATER TABLE. _ •_ _ � UR >; -- / C. SOIL ABSORPTION .SYSTEM LESS _ .IS,.TO CALL . piG SAFE AT.1. _,8$8., 344 7233 .AT LEAST -72 HO S . 96.5 D. N0 RESERVE AREA: 'PRIOR • TO" COMMENCING WORK ONSITE. „ �0 4' 96.8 D ELEVATIONS AS WELL AS _ 7_ CONTRACTOR IS <TO VERIFY GRADES AN x 97 GALLON �. SITE:CONDITIONS.PRIOR.TO COMMENCING WORK ON SITE. ANY. VARIATION 1500 0 7.3 O BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER o EPTIC TANK 9 IS T 7. 40 ML'VINYL ,, .., � �. : x- : IMMEDIATELY. ,. _ o o _. IS IN f OOD ZONE Ira LINER : /, $) j : 8. PARCEL L _.._�.�.�. .O. 97.8. 9 C' ( 9. LOT IS "SHOWN ON "ASSESSORS MA 3� AS `PARCEL 65 98.6. co ,, : •,: ARM ARE TO BE ON SEPERATE CIRCUITS...,. 98. 10. PUMP :.AND AL .. M TO BOTH AUDIO AND :VISUAL. 0 II; ' 11. ALAR IS BE .7 BH. o 0 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. E Y c, R UIRED ATO WIRE PUMP :AND. ALARM.: q. 13. AN ELECTRIC PERMIT !S EQ �, 98.8 �` 1 .' AL UNSUITABLE -MATERIAL `SHALL BE REMOVED FROM UNDER AND �8. 98.6 98.9 4 L FOR A MINIMUM OF '5 AROUND SOIL ABSORPTION SYSTEM AND :BE 7 w mrd._ Of REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3): 15, SEPTIC TANK AND PUMP CHAMBER: ARE TO BE :WATERPROOFED AT 98r . h Q;',,.r• , n w THE MANUFACTURER.PUMP TCHAMBER �2 A. QU'11AS ,. .. ,:.. e. gyp. 611I � _.. `. # ,,. ... 3 98.8 ,, - � � APP l�D. :BOARD' OF I-IEALTH ,�: . L��, :L '. L. • t_ }• 1 s_Y Ua ( 99.0 v ^ _ , l 49 449 LOT 2 kt\ �r ' 98.7 i 8,62 S x 9 9s.9 DATE V , . AGENT 0 9 ,3 SCHEDULE 40 PVC PIPE _�..3� CELLAR MIN. PITCH 1 8" PER FT. 20 FT. MINIMUM FROM CLEAN SAND - SOIL TEST INSPECTION PORT 2" -LAYER OF DATE OF SOIL TEST DECEMBER'17. 200_3 / BY EWEETSER,ENGINEERING 1/8 TO 1 2 DBY ErL._MULKEEN TOP OF FOUNDATION p 100.00 10 FT. MINIMUM 10 FT. INIMUM FROM SLAB. OR CRAWL SPACE "PRESSURE ELEV. = (ASSUMED) .PIPE : 2 _ 150 PSI MINIMUM ELEV. - , '_ WASHED STONE WITNESSED 100.03 �! VENT "_ 97.03 ELEV. _ _ 97.10 CONCRETE �5.3o s .78 MIN. PUMP : SVA TCH ES DETAIL 0 VA1�a 4 H 1 ELEV.= 95_90_ � OLE 4.0 4" .CAST IRON PIPE: AX COVERS MANHOLE COVER ... z PERCOLATION RATE < 2 :MIN./INCH AT, '74 INCHES „ 4 FEET 14 INCHES MYERS :SRM 4 19 INCHES .4 HP .(MAX.) ' :. 5 FEET 0 ( ) 78^ 1500 GALLON INCHES ROB LE 'WATER TABLE ELEV: _ _1.70 _- : WATER ENCOUNTERED ELEV. g , . 6 FEET 24_ PUMP __ OR EQUAL USGS P AB WELL MIW 29 9 INCHES ( ) - 7FEET 2 OBSERVED WATER TABLE(12/17/03)ELEV.._ ,`6g._4_�� SEPTIC TAIL J '! ZONE A��+ 8 FEET 34 INCHES CI -I Aifia' EI�jV J _a_Y INDEX 9.1 „ os) LEGEND. .,DESIGN CALCULATIONS . : BOTTpM ' OF TEST HOLE_ ELEV.. _ , �5 90 u ryry NUMBER OF .BEDROOMS `. � _' S__ H 20 - ADJUST 2.3 �. H 20 ( - , . EXISTING .SPOT ELEVATION ' 00x0 _ ( ) GARBAGE DiSPOSAt !lNfT (TD $e '�a-�`�iev;� IRiO _ uJ A pp R CALCULATIONS. .. 95:30 PUP CI�IA(� V AT INVERT INLET ��__ ;:, EXISTING CONTOUR----00=--- ELE _ TOTAL'.ESTIMATED FLOW, 93.00 N OO.O ELEV. AT ALARM 0 N ------- FINAL SPOT ELEVATION 550 : - REQUIRED FLOW PER CYCLE `'.25 X __�� = ��3�,5 GAL./CYCLE _ -- ' 110 GAL»/BI;./bAY 'X 5 BR,) GAL:/DAY . _ p c C 92.65 FINAL CONTOUR 00 i PROFILE ELEV. AT PUMP ON ------- SEWAGE DISPOSAL . S 1 STEL 137.5 GAL' CYCLE 7:48 GAL: CU. FT. ; 18.38_ �U. FT. CYCLE REQUIRED SEPTIC TANK 92.13 �110Q GAI: : . VOLUME -CYCLE ; �._-- / / ,92,13_ / _ --- / SOIL, TEST LOCATION NO TO SCALE ELEV. AT PUMP OFF 17 = 0.37 T, ® I PTIC TANK 1500_ GAL. T VOLUME -OF WATER iN PIPE 3,14 X -0.00694: X FT. N _y CU. F ACTUAL SIZE OF SE . 91.30 UTILITY POLE -O- BOTTOM OF INSIDE. PUMP CHAMBER ______ TOTAL. 'MINIMUM . VOLUME: PER :CYCLE CU. FT. SOIL -CLASSIFICATION _ _ _ .1.?� 90,80TOWN WATER .WWW -- ---- t 0.52 < MfN. IN. BOTTOM OF OUTSIDE .PUMP. CHAMBER DISCHARGE _,.18.75 CU. FT. 36.11 CU.FT./FT. __ FT. (1000 G.S.T.) / \ DESIGN PERCOLATION RATE t _ CATCH BASIN 204 \ !. GAL./DAY/S.F. :. - STORAGE CAPACITY 550-GAL./DAY 7:48 GAL./CU.FT:f36.11 CU.FT./FT. - �_�-.FT. � EFFLUENT LOADING RATE � (/ GAS LINE G REQUIRED _ PROVIDED LEACHING AREA �$s'i-?'SQ.:FT.. 4$_ 2.30 CESSPOOL C.P. 0 11X60 + 71X2X10 12 CLEANOUT0. _ 7 .9S . E- LEACHING CAPACITY (AREA X RATE) -- GAL:/DAY, 3 74 I - 778.3 X 0. F ON S. RESERVE LEACHING CAPACITY BUOYANCY,CALCULATIONS: _ Nay= SAL./DAY;.:: . _ 1000 BER 1500 GALLON SEPTIC TANK H 20GALLON PUMP CRAM (H-20 ) WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED _. 9X5.25X 91.70-90.80 X62.5. 2658 LBS. DOTES. - _ 11 X6:1 T.�(91.70-90.88)X62.5 3479 LBS. i ) , WEIGHT OF TANK PER MANUFACTURER 145 LBS. 1: ALL WORKMANSHIP- AND MATERIALS. SHALL CONFQRM .TO D.E.P. _ WEIGHT Gf TANK PER MANUFACTURER21230 U3S. ^ WEIGHT OF WA R IN SUMP TITLE .5 AND THE TOWN'S RULES AND REGULATIONS FOR 96,3 WEIGHT O.F.:CONCRETE TE THE SUBSURFACE DISPOSAL OF_SEWAGE. 97.7 x 95.3 I T OFCONCRETE 2. ALL COVERS TO SANITARY UNITS SHALL BE 'BROUGHT TO _ l EXCESS WEIGHT TO OFFSET. FLOTATION WE GH 2123 3479 17,751 LBS. WITHIN 6- OF FINISHED GRADE.: 3. ALL COMPONENTS OF :THE SANITARY SYSTEM SHALL 'BE CAPABLE OF EXCESS WEIGHT TO OFFSET FLOTATION , 14500 2658 _ : 11.842 LBS. WITHSTANDING N-10,t0ADING 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. VENT HA 4. ANY MASONARY,UNiTS USED TO`BRING:COVERS TO'GRADE S L 1. E 9sJ > X SEPTIC TANK D. BOX AND PIT ARE TO BE PUMPED BE MORTARED IN PLACE. AND REMOVED. TT. 6 STING S `. , � 1 EXISTING � . ._ j 5: NO DETERMINATION ..:HAS BEEN MADE -AS TO COMPLIANCE. WITH I 9 TO TITLE 5 AND 'YARMOUTH REGULATIONS: PDt lf'_AA1T COMPLIANCE. Sts 0 iM T�OF sr g . V; 17. 'VARIANCES x 95. _ DEEDED OR ZONI1VG RFGI�LATIIlNs.,_OW.IFR.:P....__�...,_.. ..v N 9 9 0,� .gyp, rind -- vJ p THAN _10 FROM-FOi INDA .._:.. - -. 5 OVERDIG SEPTIC TANK AND PUM CHAMBER LESS ` : `• : _ �BTpiN 5UCH -DETERMINATION FROM APPROPRIATE AUTHORITY, ' 6 �� -- SOIL ABSORPTION SYSTEM LESS THAN 20. FROM FOUNDATION: �1B si 6.',UTILiTIES. SHOWN, ARE:'APPROXIMATE' ONLY,EXCAVATION CONTRACTOR _ ., r THAN 5 ABOVE ADJUSTED_ WATER TABLE. _ •_ _ � UR >; -- / C. SOIL ABSORPTION .SYSTEM LESS _ .IS,.TO CALL . piG SAFE AT.1. _,8$8., 344 7233 .AT LEAST -72 HO S . 96.5 D. N0 RESERVE AREA: 'PRIOR • TO" COMMENCING WORK ONSITE. „ �0 4' 96.8 D ELEVATIONS AS WELL AS _ 7_ CONTRACTOR IS <TO VERIFY GRADES AN x 97 GALLON �. SITE:CONDITIONS.PRIOR.TO COMMENCING WORK ON SITE. ANY. VARIATION 1500 0 7.3 O BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER o EPTIC TANK 9 IS T 7. 40 ML'VINYL ,, .., � �. : x- : IMMEDIATELY. ,. _ o o _. IS IN f OOD ZONE Ira LINER : /, $) j : 8. PARCEL L _.._�.�.�. .O. 97.8. 9 C' ( 9. LOT IS "SHOWN ON "ASSESSORS MA 3� AS `PARCEL 65 98.6. co ,, : •,: ARM ARE TO BE ON SEPERATE CIRCUITS...,. 98. 10. PUMP :.AND AL .. M TO BOTH AUDIO AND :VISUAL. 0 II; ' 11. ALAR IS BE .7 BH. o 0 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. E Y c, R UIRED ATO WIRE PUMP :AND. ALARM.: q. 13. AN ELECTRIC PERMIT !S EQ �, 98.8 �` 1 .' AL UNSUITABLE -MATERIAL `SHALL BE REMOVED FROM UNDER AND �8. 98.6 98.9 4 L FOR A MINIMUM OF '5 AROUND SOIL ABSORPTION SYSTEM AND :BE 7 w mrd._ Of REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3): 15, SEPTIC TANK AND PUMP CHAMBER: ARE TO BE :WATERPROOFED AT 98r . h Q;',,.r• , n w THE MANUFACTURER.PUMP TCHAMBER �2 A. QU'11AS ,. .. ,:.. e. gyp. 611I � _.. `. # ,,. ... 3 98.8 ,, - � � APP l�D. :BOARD' OF I-IEALTH ,�: . L��, :L '. L. • t_ }• 1 s_Y Ua ( 99.0 v ^ _ , l 49 449 LOT 2 kt\ �r ' 98.7 i 8,62 S x 9 9s.9 DATE V , . AGENT 0 9 ,3 ` "_ 97.03 ELEV. _ _ 97.10 4.0 4" .CAST IRON PIPE: AX (OR EQUAL) MINIMUM PITCH 1/4" PER FT. : i 2,0.E _: LEVEL o o V o _: - 10" ° ZABEL A1800 FILTER . - 'ELEV. 6" SUMP ELEV. _ __$6.53 o - ,_ o ELEV. - -- .95.70_ . 40 ML VINYL m a FLOW LINE _9£.7�_ LINER ALARM ON t- ; ! ELEV. = 96.00M _ 10" -TMIN. _TMIN. i�ISTi�IS'UTIONELEV. 3f8" DRILL' p �/ 95.83 8 HIGH CAPACITY INFILTRATORS NTH STONE IN AN z 4.00. 20-3/8" 1.70' PUMP ON „ ELEV. = 95.63_. BAFFLE ` 95.38 D v' �lO/� HOLE O BE WATER TESTED 11' X 60' X 10" TRENCH FORMATION 'u� 16-1/4" 1.35' I ELEV. _ o TO : BE PLACED ON FIRM BASE ( 3J4" TO i 1 %2" SOIL ADSORPTION PUMP OFF .- CHECK VALVE WASHED STONE SYSTEM (SAS)T ELEV. _91.y0_ . t0 0.83 LLJ LIQUID OUTLET DEPTHTEE _ (TO BE PLACED . ON FIRM BASE) : „ 4 FEET 14 INCHES MYERS :SRM 4 19 INCHES .4 HP .(MAX.) ' :. 5 FEET 0 ( ) 78^ 1500 GALLON INCHES ROB LE 'WATER TABLE ELEV: _ _1.70 _- : WATER ENCOUNTERED ELEV. g , . 6 FEET 24_ PUMP __ OR EQUAL USGS P AB WELL MIW 29 9 INCHES ( ) - 7FEET 2 OBSERVED WATER TABLE(12/17/03)ELEV.._ ,`6g._4_�� SEPTIC TAIL J '! ZONE A��+ 8 FEET 34 INCHES CI -I Aifia' EI�jV J _a_Y INDEX 9.1 „ os) LEGEND. .,DESIGN CALCULATIONS . : BOTTpM ' OF TEST HOLE_ ELEV.. _ , �5 90 u ryry NUMBER OF .BEDROOMS `. � _' S__ H 20 - ADJUST 2.3 �. H 20 ( - , . EXISTING .SPOT ELEVATION ' 00x0 _ ( ) GARBAGE DiSPOSAt !lNfT (TD $e '�a-�`�iev;� IRiO _ uJ A pp R CALCULATIONS. .. 95:30 PUP CI�IA(� V AT INVERT INLET ��__ ;:, EXISTING CONTOUR----00=--- ELE _ TOTAL'.ESTIMATED FLOW, 93.00 N OO.O ELEV. AT ALARM 0 N ------- FINAL SPOT ELEVATION 550 : - REQUIRED FLOW PER CYCLE `'.25 X __�� = ��3�,5 GAL./CYCLE _ -- ' 110 GAL»/BI;./bAY 'X 5 BR,) GAL:/DAY . _ p c C 92.65 FINAL CONTOUR 00 i PROFILE ELEV. AT PUMP ON ------- SEWAGE DISPOSAL . S 1 STEL 137.5 GAL' CYCLE 7:48 GAL: CU. FT. ; 18.38_ �U. FT. CYCLE REQUIRED SEPTIC TANK 92.13 �110Q GAI: : . VOLUME -CYCLE ; �._-- / / ,92,13_ / _ --- / SOIL, TEST LOCATION NO TO SCALE ELEV. AT PUMP OFF 17 = 0.37 T, ® I PTIC TANK 1500_ GAL. T VOLUME -OF WATER iN PIPE 3,14 X -0.00694: X FT. N _y CU. F ACTUAL SIZE OF SE . 91.30 UTILITY POLE -O- BOTTOM OF INSIDE. PUMP CHAMBER ______ TOTAL. 'MINIMUM . VOLUME: PER :CYCLE CU. FT. SOIL -CLASSIFICATION _ _ _ .1.?� 90,80TOWN WATER .WWW -- ---- t 0.52 < MfN. IN. BOTTOM OF OUTSIDE .PUMP. CHAMBER DISCHARGE _,.18.75 CU. FT. 36.11 CU.FT./FT. __ FT. (1000 G.S.T.) / \ DESIGN PERCOLATION RATE t _ CATCH BASIN 204 \ !. GAL./DAY/S.F. :. - STORAGE CAPACITY 550-GAL./DAY 7:48 GAL./CU.FT:f36.11 CU.FT./FT. - �_�-.FT. � EFFLUENT LOADING RATE � (/ GAS LINE G REQUIRED _ PROVIDED LEACHING AREA �$s'i-?'SQ.:FT.. 4$_ 2.30 CESSPOOL C.P. 0 11X60 + 71X2X10 12 CLEANOUT0. _ 7 .9S . E- LEACHING CAPACITY (AREA X RATE) -- GAL:/DAY, 3 74 I - 778.3 X 0. F ON S. RESERVE LEACHING CAPACITY BUOYANCY,CALCULATIONS: _ Nay= SAL./DAY;.:: . _ 1000 BER 1500 GALLON SEPTIC TANK H 20GALLON PUMP CRAM (H-20 ) WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED _. 9X5.25X 91.70-90.80 X62.5. 2658 LBS. DOTES. - _ 11 X6:1 T.�(91.70-90.88)X62.5 3479 LBS. i ) , WEIGHT OF TANK PER MANUFACTURER 145 LBS. 1: ALL WORKMANSHIP- AND MATERIALS. SHALL CONFQRM .TO D.E.P. _ WEIGHT Gf TANK PER MANUFACTURER21230 U3S. ^ WEIGHT OF WA R IN SUMP TITLE .5 AND THE TOWN'S RULES AND REGULATIONS FOR 96,3 WEIGHT O.F.:CONCRETE TE THE SUBSURFACE DISPOSAL OF_SEWAGE. 97.7 x 95.3 I T OFCONCRETE 2. ALL COVERS TO SANITARY UNITS SHALL BE 'BROUGHT TO _ l EXCESS WEIGHT TO OFFSET. FLOTATION WE GH 2123 3479 17,751 LBS. WITHIN 6- OF FINISHED GRADE.: 3. ALL COMPONENTS OF :THE SANITARY SYSTEM SHALL 'BE CAPABLE OF EXCESS WEIGHT TO OFFSET FLOTATION , 14500 2658 _ : 11.842 LBS. WITHSTANDING N-10,t0ADING 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. VENT HA 4. ANY MASONARY,UNiTS USED TO`BRING:COVERS TO'GRADE S L 1. E 9sJ > X SEPTIC TANK D. BOX AND PIT ARE TO BE PUMPED BE MORTARED IN PLACE. AND REMOVED. TT. 6 STING S `. , � 1 EXISTING � . ._ j 5: NO DETERMINATION ..:HAS BEEN MADE -AS TO COMPLIANCE. WITH I 9 TO TITLE 5 AND 'YARMOUTH REGULATIONS: PDt lf'_AA1T COMPLIANCE. Sts 0 iM T�OF sr g . V; 17. 'VARIANCES x 95. _ DEEDED OR ZONI1VG RFGI�LATIIlNs.,_OW.IFR.:P....__�...,_.. ..v N 9 9 0,� .gyp, rind -- vJ p THAN _10 FROM-FOi INDA .._:.. - -. 5 OVERDIG SEPTIC TANK AND PUM CHAMBER LESS ` : `• : _ �BTpiN 5UCH -DETERMINATION FROM APPROPRIATE AUTHORITY, ' 6 �� -- SOIL ABSORPTION SYSTEM LESS THAN 20. FROM FOUNDATION: �1B si 6.',UTILiTIES. SHOWN, ARE:'APPROXIMATE' ONLY,EXCAVATION CONTRACTOR _ ., r THAN 5 ABOVE ADJUSTED_ WATER TABLE. _ •_ _ � UR >; -- / C. SOIL ABSORPTION .SYSTEM LESS _ .IS,.TO CALL . piG SAFE AT.1. _,8$8., 344 7233 .AT LEAST -72 HO S . 96.5 D. N0 RESERVE AREA: 'PRIOR • TO" COMMENCING WORK ONSITE. „ �0 4' 96.8 D ELEVATIONS AS WELL AS _ 7_ CONTRACTOR IS <TO VERIFY GRADES AN x 97 GALLON �. SITE:CONDITIONS.PRIOR.TO COMMENCING WORK ON SITE. ANY. VARIATION 1500 0 7.3 O BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER o EPTIC TANK 9 IS T 7. 40 ML'VINYL ,, .., � �. : x- : IMMEDIATELY. ,. _ o o _. IS IN f OOD ZONE Ira LINER : /, $) j : 8. PARCEL L _.._�.�.�. .O. 97.8. 9 C' ( 9. LOT IS "SHOWN ON "ASSESSORS MA 3� AS `PARCEL 65 98.6. co ,, : •,: ARM ARE TO BE ON SEPERATE CIRCUITS...,. 98. 10. PUMP :.AND AL .. M TO BOTH AUDIO AND :VISUAL. 0 II; ' 11. ALAR IS BE .7 BH. o 0 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. E Y c, R UIRED ATO WIRE PUMP :AND. ALARM.: q. 13. AN ELECTRIC PERMIT !S EQ �, 98.8 �` 1 .' AL UNSUITABLE -MATERIAL `SHALL BE REMOVED FROM UNDER AND �8. 98.6 98.9 4 L FOR A MINIMUM OF '5 AROUND SOIL ABSORPTION SYSTEM AND :BE 7 w mrd._ Of REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3): 15, SEPTIC TANK AND PUMP CHAMBER: ARE TO BE :WATERPROOFED AT 98r . h Q;',,.r• , n w THE MANUFACTURER.PUMP TCHAMBER �2 A. QU'11AS ,. .. ,:.. e. gyp. 611I � _.. `. # ,,. ... 3 98.8 ,, - � � APP l�D. :BOARD' OF I-IEALTH ,�: . L��, :L '. L. • t_ }• 1 s_Y Ua ( 99.0 v ^ _ , l 49 449 LOT 2 kt\ �r ' 98.7 i 8,62 S x 9 9s.9 DATE V , . AGENT 0 9 ,3