The URL can be used to link to this page

Home My WebLink About83-1678Z F V¢Z c OZywp MU',OZ oar `a v6 ~ U� j Z 2nd Lra a Z22 Nom, SNS a� ¢ZO ao¢ 3¢a r;3 ��n wj0 aN Jw N w� C LFa �U m or�E > roN o- �00� p qy n \ V b Rs I I'i�nP> v=h-11'ifJd V0%,Pp11I 11 ECAST CONCRETE EXTENSION 5" DIA. OUTLET(S) ^ FINISH GRADE OVER LEACHING FIELD=��-��'-- GENERAL NOTES CONCRETE COVER TO WITHIN 4 SCHEDULE 40 PVC 9 GRADE WHEN NECESSARY. REMOVABLE COVER SLOPE ®2y MIN. OVER SYSTEM FINISH GRADE OVER D -BOX= 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE 2" OF 1/8" TO 1/2" DOUBLE WASHED STONE 1E OVER TANK EL.= \7� "K �..__ 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION 0" MIN. ACCESS COVER TYPICAL FOR 3) 36"MAX.�-P•ARALLEL LINES OF METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE -•` 36"MAX. 12" MIN. ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2, � 4" PERFORATED PVC PIPE 36MAX... �—I2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD PROVIDE WATERTIGHT OF HEALTH AND THE DESIGN ENGINEER. '1P MIN. 114" JOINTS (TYP.) + ^ 4" PVC IN FROM ,,, SLOPE PERFORATED AT 0.5� 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL SEPTIC TANK 4" PVC OUT TO BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. LEACHING FACILITY ' o CAP ENDS p 4. 4" SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED ,/- d d d 12" p0 LAYER OF O p0 YP O O INSIDE LEACHING TRENCHES OR LEACHING FIELDS. 3/4" TO 1-1/2" g p DOUBLE WASHED STONE . GAS BAFFLE 6" CRUSHED STONE O LAYER OF 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. OVER MECHANICALLY O _ �.,a._;, p 3/4" TO 1-1/2" 6" CRUSHED STONE COMPACTEDO 6. THIS SYSTEM IS NOT DESIGNED FOR A OVER MECHANICALLY BASE DOUBLE WASHED STONE GARBAGE DISPOSAL. COMPACTED BASE IWTLET , TO BE INSTALLED DISTRIBUTION EVELBS ABLE I �_ �__ 7 PRIOR T. LOCAL BO BACKFILLINGOARD OF WHEN SYSTEMTH AND INIS NEARLY COMPLETE ENGINEER TO BE TANIDD = �I BASE. FIRST TWO FEET OF OUTLET READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED PIPES TO BE LAID LEVEL. GROUND WATER ELE%L._ -- MIN. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH - - AND DESIGN ENGINEER. ETE SEPTI TANK (SDN _ __ l_ �, _ CROSS SECTION VIEW -DEPTH TYPICAL FIELD PROFILE TYPICAL FIELD SECTION S. ELEVATIONS BASED oN =VEL STABLE BASE PROFILE DISTRIBUTION BOX DETAIL FIELD DETAILS s. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG -SAFE AND ANY OTHER APPLICABLE NOT TO SCALE NOT TO SCALE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 10. NON -SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR p� TEST PIT DATA LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. ' -- - =' ' ' 3 - rya ,e 0 4 +p' .�� l INSPECT ATE: 11. ALL TANKS SHALL BE WATERTIGHT TROUGH MANUFACTURERS SPECIFICATIONS -� ? 4+ F -'� ; OR APPLICATION OF ASPHALT OR SYNTHETIC E SEALER. HET POLYMER S E . SOIL EVALUATOR: -CERT. #: :_•P zi° 9 B��Y 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS ROAD TEST PIT : - TEST PIT #: EST PIT #: LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH ; CASE THEY SHALL WITHSTAND H-20 LOADING. ELEV TO -------- ELEV TOP = ELEV TOP = ELEV WATER 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND & 00.j ° 4'= _ ELEV WATER = FINES. 14lop f•. g, n') PERC RAE "_� MIN AN PERC RAE = MIN/IN PERC RATE = MIN/IN 10 of It 14. WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND _%�, ' » DEPTH OF PERC= DEPTH OF PERC= UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES ---- �' * � .T DEPTH OF PEF� I - G OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN __� -- COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN j�E TEXTURAL CLASS_ TERTfJRAt CLASS TEXTURAL CLASS ACCORDANCE WITH 310 CMR 15.255(3). 501 }r 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES qN In 1 ISI LEWIS BAY 1 , t1�t- �j%h�117 vv,vv nv one %.Unurl lUlva MUM I rlUDt JMUYVN VKIUK IV CONTINUATION OF WORK. 16. PROPOSED PROJECT IS LOCATED WITHIN: ASSESSORS MAP -#- ZONING DISTRICT_ �J--- .. BUILDING SETBACKS -F--- t—S. '�� -ft -R: ft. FEMA FLOOD ZONEtfVATOM�j - AS SHOWN ON COMMUNITY PANEL 17. OWNER OF RECORD: ADDRESS: - _- ' 4t>� (LENGTH)WIDTH)= I-et9 SQ.FT. SQ:FT. XG GAL/SQ.FT.- GAL. LEACHING/ DAY -- `_-}-K,�FnEr TOTALS: TOTAL NUMBER OF LINES —� TOTAL LEACHING AREA SO.FT. TOTAL LEACHING CAPACIGAL./DAY REV. DATE BY APP'D. DESCRIPTION APPROVED BY: SEWAGE DISPOSAL SYSTEM DESIGN ,✓16 JHorMng4 PREPARED FOR RESERVED FOR BOARD OF HEALTH ,USEw W111 a MADDEN i'r . 8 61VIL LOCATED AT N--„.3^.887 "v” APPROVED BY: d i SCALE: i %yD Z-'- _ .DATE: 71JLY Zzza-74 fn _G.A.F. ENGINEERING, INC, SITE - PROFESSIONAL ENGINEERS & LAND SURVEYORS S I TE PLA `F 266 MAIN STREET, WAREHAM, MA 02571 PLAN SCALE: 1"__' (508)-295-6600 DRN er. KKM lcw rl. jJoe Pt�1'v;Cb o DESIGN DATA �-Icer_ �_.,��'►:�� LEGEND __ _ , NUMBER OF BEDROOMS Q' — —Foo — --- _EXISTING CONTOURS ) NUMBER OF PERSONS / r� PROPOSED CONTOURS '- --- DESIGN FLOW I j r% GAL/DAY/BEDROOM G GAS LINE TOTAL DESIGN FLOW �{0 GAL/DAY E&T ELECTRIC/TELEPHONE LINE s w WATER LINE SEPTIC TANK: _` 4" SOLID _ 40 VC 4" PERFORATED SCHEDULE 40IPVC PIPE 440 GAL. X 2007. GALS. DESIGN CAPACITY — - LIMITS OF OVERDIG USE IOW GALLON SEPTIC TANK. (MIN. SIZE PER REGS) - - O LIMITS OF WETLANDS WELL LOCATION 1� EST PIT LOCATION ► --- 10Q'-� }'O LEACHING FIELD: o O SEPTIC TANK �. 0 DISTRIBUTION BOX BOTTOM CAPACITY EROSION CONTROL• - _- ' 4t>� (LENGTH)WIDTH)= I-et9 SQ.FT. SQ:FT. XG GAL/SQ.FT.- GAL. LEACHING/ DAY -- `_-}-K,�FnEr TOTALS: TOTAL NUMBER OF LINES —� TOTAL LEACHING AREA SO.FT. TOTAL LEACHING CAPACIGAL./DAY REV. DATE BY APP'D. DESCRIPTION APPROVED BY: SEWAGE DISPOSAL SYSTEM DESIGN ,✓16 JHorMng4 PREPARED FOR RESERVED FOR BOARD OF HEALTH ,USEw W111 a MADDEN i'r . 8 61VIL LOCATED AT N--„.3^.887 "v” APPROVED BY: d i SCALE: i %yD Z-'- _ .DATE: 71JLY Zzza-74 fn _G.A.F. ENGINEERING, INC, SITE - PROFESSIONAL ENGINEERS & LAND SURVEYORS S I TE PLA `F 266 MAIN STREET, WAREHAM, MA 02571 PLAN SCALE: 1"__' (508)-295-6600 DRN er. KKM lcw rl. jJoe --- " O F&D 0 _TYP, O INSIDE LEACHING TRENCHES OR LEACHING FIELDS. 12 O 3 4 TO 1-1 2 48" MIN. li:V� DOUBLE WASHED STONE O —UPJ y... 4� O _ LAYER OF 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. GAS BAFFLE 6" CRUSHED STONE " 10 MIN. OVER MECHANICALLY O p 3/4" TO ED S' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 6" CRUSHED STONE COMPACTED BASE O c7 c-0 0 DOUBLE WASHED STONE OVER MECHANICALLY I COMPACTED BASE - 1 II 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED TO WEOUTLET DISTRIBUTION BOX ___ PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND = INSTALLED ON A LEVEL STABLE —�1/ .4 READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELE ._ -- MIN. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH PIPES TO BE LAID LEVEL.. AND DESIGN ENGINEER. GALLON CO CRETE SEPTIC TANK ,. ,,__._.... _ CROSS SECTION VIEW LENGTHWIDTH *` DEPTH TYPICAL FIELD PROFILE TYPICAL FIELD SECTION 8. ELEVATIONS 13ASED ON TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE DISTRIBUTION BOX DETAIL FIELD DETAILS 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO SEPTIC TANK PROFILE CONSTRUCTION THROUGH DIG -SAFE AND ANY OTHER APPLICABLE NOT TO SCALE NOT TO SCALE NOT TO SCALE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. ; 14, � .. I � � I � ' -1 10. NON -SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR -� f - Wa'' �� TEST PIT DATA LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. i '� E °! u "�• '� +n 1 1. ALL TANKS SHALL BE WATERTIGHT TROUGH MANUFACTURERS SPECIFICATIONS INSPECTOR. -IM ' I.Ti'I' DATE T'L �i�d OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. SOIL EVALUATOR?�Arl�K�1�I-1�1 _ CERT. # � 12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS - • TEST PITS:---"t"---`""-"'TEST PIT #: TEST PIT #: LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH r ,.... ELEV TO = - �-�E[:EV TOP ELEV TOP = CASE THEY SHALL WITHSTAND H-20 LOADING. ELEV WATER. _ jtr ELEWWATER = ELEV WATER = 13• DF NESLE WASHED CRUSHED' STONE SHALL BE FREE OF ALL DIRT, DUST AND S. ? e W JIB i w +S'1, PERC RATE -_ MIN/IN PERC RATE MIN/IN PERC RATE = MIN/1N 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND r f > • „ _ j1 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES (%6� ,; �. DEPTH OF PER DEPTH OF PERC= DEPTH OF PERC= OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN /� ACCORDANCE WITH 310 CMR 15.255(3). 8 --E TEXTURAL CLASS=" -TEXTURAL CLASS TEXTURAL CLASS 1KJ% 1 y •a ,ct1 t 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES r,c''• r j ,J j FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. IDD,00� i �r �TANC 16. PROPOSED PROJECT IS LOCATED WITHIN: 1 IZ II r► -- q ASSESSORS MAP. - �I - ZONING DISTRICT"- 12 = — — ��--�/' ''.. - ��/� - 1� BUILDING SETBACKS -EMA FLOOD ZONE -ftfVA N-it-- � ( LEWISLEBAY AS SHOWN ON COMMUNITY PANEL I I� —'-IwTr,u5_- i' L%FIJ -- T ,T S r _ 17. OWNER OF RECORD: - N-�►�%�L�;o-- ADDRESS: 0-0 o rl AALA - _ o DESIGN DATA LEGEND NUMBER OF BEDROOMS 4 — — Too — -- EXISTING CONTOURS NUMBER OF PERSONS eA3 r PROPOSED CONTOURS DESIGN FLOW Ila GAL/DAY/BEDROOM- G GAS UNE TOTAL DESIGN FLOW 44a EdcT ELECTRIC/TELEPHONE LINE w WATER UNE 4" SOLID SCHEDULE -40 PVC PIPE 4j,011, SEPTIC TANK: — — — 4" PERFORATED SCHEDULE 40 PVC PIPE R - Y k► -- LIMITS OF OVERDIG �1 2}�Fa GAL. X 2007. =_GALS. DESIGN CAPACITY -- LIMITS OF WETLANDS USE JqW GALLON SEPTIC TANK. (MIN. SIZE PER REGS) 0 WELL LOCATION TEST PIT LOCATION LEACHING FIELD: 000 SEPTIC TANK O DISTRIBUTION BOX I I= EROSION CONTROL �I BOTTOM CAPACITY 1 ec / Ib �'�%D SQ FT(LENGmX X / GAL/SQ.FT.=!�1�7 WIDTH) SGAL. LEACHING/DAY LJ N� TOTALS: -- -IN TOTAL NUMBER OF LINES TOTAL LEACHING AREA SQ.FT. -- TOTAL LEACHING CAPACITY GAL./DAY REV. DATE BY APP'D. DESCRIPTION APPROVED BY: SEWAGE DISPOSAL SYSTEM DESIGN r &.AA4 � ��v PREPARED FOR RESERVED FOR BOARD OF HEALTH USE `T rs9^ _JL'�Ti�T7L IIZIrj" NG t''- ' oo : WILLIAM E i U M�CIVILN i1 lw No,32ea3 Q LOCATED AT quo IOYAI \ ---- � APPROVED BY: ( SCALE: -I . DATE: TULY M 26194 s� 4Q fli's _G.A.F. ENGINEERING, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS SITE PLAN 266 MAIN STREET, WAREHAM, MA 02571 (508)-295-6600 PLAN SCALE: 1" M Or. KKM CW BY DMD No. -- JOB No µ 1 Q r GENERAL NOTES I' PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S)4" FINISH I I r TOP OF FOUNDATION k$ REMOVABLE COVER: SCHEDULE 40 PVC SLOPE� 2% MIN. OVER SYSTEM --- " O F&D 0 _TYP, O INSIDE LEACHING TRENCHES OR LEACHING FIELDS. 12 O 3 4 TO 1-1 2 48" MIN. li:V� DOUBLE WASHED STONE O —UPJ y... 4� O _ LAYER OF 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. GAS BAFFLE 6" CRUSHED STONE " 10 MIN. OVER MECHANICALLY O p 3/4" TO ED S' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 6" CRUSHED STONE COMPACTED BASE O c7 c-0 0 DOUBLE WASHED STONE OVER MECHANICALLY I COMPACTED BASE - 1 II 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED TO WEOUTLET DISTRIBUTION BOX ___ PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND = INSTALLED ON A LEVEL STABLE —�1/ .4 READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELE ._ -- MIN. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH PIPES TO BE LAID LEVEL.. AND DESIGN ENGINEER. GALLON CO CRETE SEPTIC TANK ,. ,,__._.... _ CROSS SECTION VIEW LENGTHWIDTH *` DEPTH TYPICAL FIELD PROFILE TYPICAL FIELD SECTION 8. ELEVATIONS 13ASED ON TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE DISTRIBUTION BOX DETAIL FIELD DETAILS 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO SEPTIC TANK PROFILE CONSTRUCTION THROUGH DIG -SAFE AND ANY OTHER APPLICABLE NOT TO SCALE NOT TO SCALE NOT TO SCALE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. ; 14, � .. I � � I � ' -1 10. NON -SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR -� f - Wa'' �� TEST PIT DATA LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. i '� E °! u "�• '� +n 1 1. ALL TANKS SHALL BE WATERTIGHT TROUGH MANUFACTURERS SPECIFICATIONS INSPECTOR. -IM ' I.Ti'I' DATE T'L �i�d OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. SOIL EVALUATOR?�Arl�K�1�I-1�1 _ CERT. # � 12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS - • TEST PITS:---"t"---`""-"'TEST PIT #: TEST PIT #: LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH r ,.... ELEV TO = - �-�E[:EV TOP ELEV TOP = CASE THEY SHALL WITHSTAND H-20 LOADING. ELEV WATER. _ jtr ELEWWATER = ELEV WATER = 13• DF NESLE WASHED CRUSHED' STONE SHALL BE FREE OF ALL DIRT, DUST AND S. ? e W JIB i w +S'1, PERC RATE -_ MIN/IN PERC RATE MIN/IN PERC RATE = MIN/1N 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND r f > • „ _ j1 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES (%6� ,; �. DEPTH OF PER DEPTH OF PERC= DEPTH OF PERC= OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN /� ACCORDANCE WITH 310 CMR 15.255(3). 8 --E TEXTURAL CLASS=" -TEXTURAL CLASS TEXTURAL CLASS 1KJ% 1 y •a ,ct1 t 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES r,c''• r j ,J j FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. IDD,00� i �r �TANC 16. PROPOSED PROJECT IS LOCATED WITHIN: 1 IZ II r► -- q ASSESSORS MAP. - �I - ZONING DISTRICT"- 12 = — — ��--�/' ''.. - ��/� - 1� BUILDING SETBACKS -EMA FLOOD ZONE -ftfVA N-it-- � ( LEWISLEBAY AS SHOWN ON COMMUNITY PANEL I I� —'-IwTr,u5_- i' L%FIJ -- T ,T S r _ 17. OWNER OF RECORD: - N-�►�%�L�;o-- ADDRESS: 0-0 o rl AALA - _ o DESIGN DATA LEGEND NUMBER OF BEDROOMS 4 — — Too — -- EXISTING CONTOURS NUMBER OF PERSONS eA3 r PROPOSED CONTOURS DESIGN FLOW Ila GAL/DAY/BEDROOM- G GAS UNE TOTAL DESIGN FLOW 44a EdcT ELECTRIC/TELEPHONE LINE w WATER UNE 4" SOLID SCHEDULE -40 PVC PIPE 4j,011, SEPTIC TANK: — — — 4" PERFORATED SCHEDULE 40 PVC PIPE R - Y k► -- LIMITS OF OVERDIG �1 2}�Fa GAL. X 2007. =_GALS. DESIGN CAPACITY -- LIMITS OF WETLANDS USE JqW GALLON SEPTIC TANK. (MIN. SIZE PER REGS) 0 WELL LOCATION TEST PIT LOCATION LEACHING FIELD: 000 SEPTIC TANK O DISTRIBUTION BOX I I= EROSION CONTROL �I BOTTOM CAPACITY 1 ec / Ib �'�%D SQ FT(LENGmX X / GAL/SQ.FT.=!�1�7 WIDTH) SGAL. LEACHING/DAY LJ N� TOTALS: -- -IN TOTAL NUMBER OF LINES TOTAL LEACHING AREA SQ.FT. -- TOTAL LEACHING CAPACITY GAL./DAY REV. DATE BY APP'D. DESCRIPTION APPROVED BY: SEWAGE DISPOSAL SYSTEM DESIGN r &.AA4 � ��v PREPARED FOR RESERVED FOR BOARD OF HEALTH USE `T rs9^ _JL'�Ti�T7L IIZIrj" NG t''- ' oo : WILLIAM E i U M�CIVILN i1 lw No,32ea3 Q LOCATED AT quo IOYAI \ ---- � APPROVED BY: ( SCALE: -I . DATE: TULY M 26194 s� 4Q fli's _G.A.F. ENGINEERING, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS SITE PLAN 266 MAIN STREET, WAREHAM, MA 02571 (508)-295-6600 PLAN SCALE: 1" M Or. KKM CW BY DMD No. -- JOB No GENERAL NOTES I' PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S)4" FINISH GRADE OVER LEACHING FIELD) TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN REMOVABLE COVER: SCHEDULE 40 PVC SLOPE� 2% MIN. OVER SYSTEM ELEV.� ` ill 6" OF FINISH GRADE WHEN NECESSARY. - FINISH GRADE OVER D -BOX= -J 2" LAYER OF 1/8 TO 1/2" DOUBLE WASHED STONE 2" OF 1/8 TO 1/2 DOUBLE WASHED STONE FINISH GRADE ® FND. FINISH GRADE OVER TANK EL= 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION 20" MIN. ACCESS COVERRALLEL LINES OF " METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE (TYPICAL FOR 3) 36"MAX. 36"MAX, 12 MiN. ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2' 4" PERFORATED PVC PIPE 36" MAX. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD " C.I. OR WATERTIGHT OF HEALTH AND THE DESIGN ENGINEER. SCHEDULE 40 PVC 6" 3"PROVIDE 3" DROP MIN. 3" 9" JOINTS (TYP.) PVC IN FROM r 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL SLOPEOPEROFORATED AT 0.5� 1110.4" 14" f SEPTIC TANK 4" PVC OUT TO LEACHING FACILITY ' " // \\ „ )) O O 4. BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. " 4 SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED II CAP ENDS O O �- LAYER OF --- " O F&D 0 _TYP, O INSIDE LEACHING TRENCHES OR LEACHING FIELDS. 12 O 3 4 TO 1-1 2 48" MIN. li:V� DOUBLE WASHED STONE O —UPJ y... 4� O _ LAYER OF 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. GAS BAFFLE 6" CRUSHED STONE " 10 MIN. OVER MECHANICALLY O p 3/4" TO ED S' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 6" CRUSHED STONE COMPACTED BASE O c7 c-0 0 DOUBLE WASHED STONE OVER MECHANICALLY I COMPACTED BASE - 1 II 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED TO WEOUTLET DISTRIBUTION BOX ___ PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND = INSTALLED ON A LEVEL STABLE —�1/ .4 READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELE ._ -- MIN. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH PIPES TO BE LAID LEVEL.. AND DESIGN ENGINEER. GALLON CO CRETE SEPTIC TANK ,. ,,__._.... _ CROSS SECTION VIEW LENGTHWIDTH *` DEPTH TYPICAL FIELD PROFILE TYPICAL FIELD SECTION 8. ELEVATIONS 13ASED ON TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE DISTRIBUTION BOX DETAIL FIELD DETAILS 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO SEPTIC TANK PROFILE CONSTRUCTION THROUGH DIG -SAFE AND ANY OTHER APPLICABLE NOT TO SCALE NOT TO SCALE NOT TO SCALE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. ; 14, � .. I � � I � ' -1 10. NON -SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR -� f - Wa'' �� TEST PIT DATA LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. i '� E °! u "�• '� +n 1 1. ALL TANKS SHALL BE WATERTIGHT TROUGH MANUFACTURERS SPECIFICATIONS INSPECTOR. -IM ' I.Ti'I' DATE T'L �i�d OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. SOIL EVALUATOR?�Arl�K�1�I-1�1 _ CERT. # � 12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS - • TEST PITS:---"t"---`""-"'TEST PIT #: TEST PIT #: LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH r ,.... ELEV TO = - �-�E[:EV TOP ELEV TOP = CASE THEY SHALL WITHSTAND H-20 LOADING. ELEV WATER. _ jtr ELEWWATER = ELEV WATER = 13• DF NESLE WASHED CRUSHED' STONE SHALL BE FREE OF ALL DIRT, DUST AND S. ? e W JIB i w +S'1, PERC RATE -_ MIN/IN PERC RATE MIN/IN PERC RATE = MIN/1N 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND r f > • „ _ j1 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES (%6� ,; �. DEPTH OF PER DEPTH OF PERC= DEPTH OF PERC= OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN /� ACCORDANCE WITH 310 CMR 15.255(3). 8 --E TEXTURAL CLASS=" -TEXTURAL CLASS TEXTURAL CLASS 1KJ% 1 y •a ,ct1 t 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES r,c''• r j ,J j FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. IDD,00� i �r �TANC 16. PROPOSED PROJECT IS LOCATED WITHIN: 1 IZ II r► -- q ASSESSORS MAP. - �I - ZONING DISTRICT"- 12 = — — ��--�/' ''.. - ��/� - 1� BUILDING SETBACKS -EMA FLOOD ZONE -ftfVA N-it-- � ( LEWISLEBAY AS SHOWN ON COMMUNITY PANEL I I� —'-IwTr,u5_- i' L%FIJ -- T ,T S r _ 17. OWNER OF RECORD: - N-�►�%�L�;o-- ADDRESS: 0-0 o rl AALA - _ o DESIGN DATA LEGEND NUMBER OF BEDROOMS 4 — — Too — -- EXISTING CONTOURS NUMBER OF PERSONS eA3 r PROPOSED CONTOURS DESIGN FLOW Ila GAL/DAY/BEDROOM- G GAS UNE TOTAL DESIGN FLOW 44a EdcT ELECTRIC/TELEPHONE LINE w WATER UNE 4" SOLID SCHEDULE -40 PVC PIPE 4j,011, SEPTIC TANK: — — — 4" PERFORATED SCHEDULE 40 PVC PIPE R - Y k► -- LIMITS OF OVERDIG �1 2}�Fa GAL. X 2007. =_GALS. DESIGN CAPACITY -- LIMITS OF WETLANDS USE JqW GALLON SEPTIC TANK. (MIN. SIZE PER REGS) 0 WELL LOCATION TEST PIT LOCATION LEACHING FIELD: 000 SEPTIC TANK O DISTRIBUTION BOX I I= EROSION CONTROL �I BOTTOM CAPACITY 1 ec / Ib �'�%D SQ FT(LENGmX X / GAL/SQ.FT.=!�1�7 WIDTH) SGAL. LEACHING/DAY LJ N� TOTALS: -- -IN TOTAL NUMBER OF LINES TOTAL LEACHING AREA SQ.FT. -- TOTAL LEACHING CAPACITY GAL./DAY REV. DATE BY APP'D. DESCRIPTION APPROVED BY: SEWAGE DISPOSAL SYSTEM DESIGN r &.AA4 � ��v PREPARED FOR RESERVED FOR BOARD OF HEALTH USE `T rs9^ _JL'�Ti�T7L IIZIrj" NG t''- ' oo : WILLIAM E i U M�CIVILN i1 lw No,32ea3 Q LOCATED AT quo IOYAI \ ---- � APPROVED BY: ( SCALE: -I . DATE: TULY M 26194 s� 4Q fli's _G.A.F. ENGINEERING, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS SITE PLAN 266 MAIN STREET, WAREHAM, MA 02571 (508)-295-6600 PLAN SCALE: 1" M Or. KKM CW BY DMD No. -- JOB No