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Home My WebLink About83-1651U omAE I � UWP m v�.oac O ~OZyU _o zZi I ,co',m m_H o-3 f 6O0 O¢ E'°amm c'o'o- U m¢ Dos %EEo -5 vim= Dr QW Z Wm0 oti6�o F-m�aU 2YYa ¢� (PROVIDE PRECAST CONCRETE EXTENSION TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN ELEV.= tg j 6" OF FINISH GRADE MEN NECESSARY. FINISH GRADE ® FND. EL.- FINISH GRADE OVER TANK EL.= 20" MIN. ACCESS COVER (TYPICAL FOR 3) 36"MAX. 4" C.I. OR YUArx "C' Plrr SCHEDULE 40 PVC 6" 3" 3" DROP MIN. 3" 9" 10" 14"1 1 48" 10' MIN. GAS BAFFLE 6" CRUSHED STONE OVER MECHANICALLY COMPACTED BASE -�VIla-1"IN&, GALLON rI "may .SEPTIC TANK -#- ArrraXIMAT-I�,- LENGTH — WIDTH — DEPTH-1%a/I,9IN4 "WOON 11001- 04 ri SEPTIC TANK PROFILE �ty�KuG-I'ioN. NOT TO SCALE 5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS = 1.4, 27 I GENERAL NOTES REMOVABLE COVER 100" FINISH GRADE OVER D-BOX=4+0 4" PVC FROM O 2" LAYER OF 1/8" w 36 tl� 6" CRUSHED STONE ®®® O ®®®® ®®®® O ®®® opo TO 1/2 DOUBLE O Op ® ®®®a 6. D -BOX (p ®®®®®®®®®®® ®®®®®® ®®® O 00 WASHED STONE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED ET DISTRIBUTION BOX ®®®®®®®®®®® ®®®®®® ®®® PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND TO E INSTALLED ON A LEVEL STABLE Oo O 00 METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE AX.. READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED 00 INSPECTOR: �I�til: TOTAL LEACHING CAPACITY!14:!!� GAL/DAY DATE: 1, ly�� p o PIPES TO BE LAID LEVEL I1 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. -n CROSS SECTION VIEW ®®®®®®®®®®® ®®®®®® ®®® ELEVATIONS BASED ON /2" 3/4" TO 1 1/2- 'ACE I '� � SECTION OF CHAMBERS ll�t-t�17 �J� ->�Gt, r% 9. �I Oo p Op 00,00 CHAMBERS DETAIL AG"rupvL WA?7� z! UlLjN t'� h- -ao2 O 00 DOUBLE WASHED STONE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS 102" 4� <' TEST PIT # I TEST PIT #: OF HEALTH AND THE DESIGN ENGINEER. PROVIDE WATERTIGHT LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH ;> 17 JOINTS (TYP.) p N OMAC A20C %AC „ w,• y ELEV TOP =--� ELEV TOP = ELEV TOP = 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL an r - 4" PVC OUT �TO PROFILE OF CHAMBERS — TYPICAL FOR ..---.--CHAMBERS ELEV WATER = 13. BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. LEACHING FA weec .� 4. 4" SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED _ 12" MIN: 36" MAX. 1 62= -{ INSIDE LEACHING TRENCHES OR LEACHING FIELDS. PERC RATE _ MIN/IN PERC RATE = MIN/IN PERC RATE = MIN/IN 14. 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 6" CRUSHED STONE O® opo 0— 0 00 EXISTING CONTOURS SEPTIC TANK: OVER MECHANICALLY O Op ® ®®®a 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. COMPACTED BASE 33^ SIDEWALL CAPACITY 4" SOLID SCHEDULE -40 PVC PIPE TEST PIT DATA SQ.FT. X.� GAL/SQ.FT.= 1 1 GAL. ® 1j 17 -" IIr if 4" 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED ET DISTRIBUTION BOX p ®®® 00o LEACHING/DAY PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND TO E INSTALLED ON A LEVEL STABLE Oo O 00 O 00 ' READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED BASE. FIRST TWO FEET OF OUTLET INSPECTOR: �I�til: TOTAL LEACHING CAPACITY!14:!!� GAL/DAY DATE: 1, ly�� WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH PIPES TO BE LAID LEVEL I1 2 AND DESIGN ENGINEER. CROSS SECTION VIEW GROUND WATER ELEVATION l7 i MIN• 8. ELEVATIONS BASED ON DISTRIBUTION BOX DETAILCROSS 'ACE I '� � SECTION OF CHAMBERS ll�t-t�17 �J� ->�Gt, r% 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO � Yfl;�li, PhNL �� 'f� CHAMBERS DETAIL AG"rupvL WA?7� z! UlLjN t'� h- -ao2 CONSTRUCTION THROUGH DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. NOT TO SCALE 1 tT K/ V� ,;✓ NOT TO SCALE 0 %J4116 i it- I I.pA-1�1 Y. �jk I�t7 POND 111./3 I I I OA My -AIS r% VI NAR ''N n r ago � la' �v To l�l�ltiT o� IvArz YANG AMrrVA-N �i%Z4 t GIRAS AuvlUr', !- --- �---- - max" • on.a-�' 4 i 13 +I �PI°r�c1MA�1>: iat�trpN: _ kKF,R�i6251� f KOP�SED 2'4Vt;RN 4N4 0 4T r� 1��?rtt-tali � �t 'fit �- 1 NtO..N'iXlLi'1"I NGi IZ -- WA-Tr m b yIG Ia T.. I rRov OL l5eLf 00 ZUf fZ=77.11 U Xr �rl�17� _ -P% KKt t�C1 A ri5A - Groh vrvwaL. �17K,1�71' �uT-I - RMZ74A'Tl� ''::_ rPr/C I MA I N �12CiPlTh�l� ��IJCiA�LI,/at-I:(IF-Z°) I 4I4lN4--PrllAIn4--Z, Fr�T �ml-51V15*1-i vyd� C',1C rt aw Il m l'eAT6A �45I 0 rrW 1571�NV -IVV r -M d4 rA M - IZ i 1� . pkpl°ph�t7 lb'KAV� I'(iOPJK -a WrfNIN�' hW�fC�l ISS NCrn'��Z) SITE PLAN PLAN SCALE: 1" Nd'(Ih r/ hiAtlt_f!�4 MAyrLa4Cr T� kGI:I PUTN YA N117U1N; MA, I7ATW MhivL?� H , IcFn,, rKEI Arw Z)_rWINIA /P-kMrK �I*LL AKV A 4`11A4&V gLAV �r 1 rhIAHFrf-K�1 SL" XHAL.. 0\45 #+ rWAK K la'1 AN /�OA-(r�r— /07NGi-M aVW LAr O Y !o" ON ALL 51 I7545.'rr6M rl� 141�1IK'iOGIZM� K'OIZ aN� G-HAM��t�� ) VkRIhNGI:h�, - �lili'il t1 � �>%i�'(1G 'i"/�t� K W I I.0 t�E 5'} I%E�'1" -t7a I�V��>✓ I� rvuwo\.-nQNl ia_C �I' Ih K QU IK r NLI PU M►' GNAmK W IL,L 6t at r-fr--T -"a Fl1w a!5-1517 rauwvAlt1aN, la r-6bT I% rwuirr-,v, rPaPi/jW �> � tc -n6 I h �) hen KaICilON t-1Mr( f�l�� ni�l�U-INL� "r0 'fWq Wrpatj-1 h1`4N L 13r t'L-r14l� 5) �o Ta I L� �► u -r s5 �-Ip�l� g� ��u�-r�r I U � IJPh�M�.►•I'r � THIS � M �, I � 112"a I 11 DESIGN DATA NUMBER OF BEDROOMS NUMBER OF PERSONS lD DESIGN FLOW IIIA GAL/DAY/BEDROOM r TOTAL DESIGN FLOW J! -GAL/DAY EXISTING CONTOURS SEPTIC TANK: PROPOSED CONTOURS �" GAL X 2007. - (IktV GALS. DESIGN 10. NON -SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR PER REGS) LEACHING TRENCH: WATER LINE SIDEWALL CAPACITY 4" SOLID SCHEDULE -40 PVC PIPE TEST PIT DATA SQ.FT. X.� GAL/SQ.FT.= 1 1 GAL. LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. BOTTOM CAPACITY LIMITS OF WETLANDS `'" �----_---- SQ.FT. X GAL/SQ.FT.= /GAL. LEACHING/DAY .d�� SEPTIC TANK TOTAL NUMBER OF CHAMBERS DISTRIBUTION BOX ' EROSION CONTROL TOTAL LEACHING AREA 471 SQ.FT. INSPECTOR: �I�til: TOTAL LEACHING CAPACITY!14:!!� GAL/DAY DATE: 1, ly�� 11. ALL TANKS SHALL BE WATERTIGHT TROUGH MANUFACTURERS SPECIFICATIONS 2 _�y T– OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. 'ACE I '� � �7 SOIL EVALUATOR:CERT. : ,;✓ 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS 4� <' TEST PIT # I TEST PIT #: TEST PIT l7.: LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH ;> CASE THEY SHALL WITHSTAND H-20 LOADING. p N OMAC A20C %AC „ w,• . a.c, ELEV TOP =--� ELEV TOP = ELEV TOP = an r - * c ELEV WATER =� ELEV WATER = ELEV WATER = 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND weec .� FINES. AC PERC RATE _ MIN/IN PERC RATE = MIN/IN PERC RATE = MIN/IN 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND �rfo�e II II DEPTH OF PERC=SDEPTH OF PERC= DEPTH OF PERC= UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN TEXTURAL CLASS � TEXTURAL CLASS TEXTURAL CLASS COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). (�GU7 ' 7 ' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES ' DOHAHS frj` --� FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO I.pA-1�1 Y. �jk I�t7 POND 111./3 I I I OA My -AIS r% VI NAR ''N n r ago � la' �v To l�l�ltiT o� IvArz YANG AMrrVA-N �i%Z4 t GIRAS AuvlUr', !- --- �---- - max" • on.a-�' 4 i 13 +I �PI°r�c1MA�1>: iat�trpN: _ kKF,R�i6251� f KOP�SED 2'4Vt;RN 4N4 0 4T r� 1��?rtt-tali � �t 'fit �- 1 NtO..N'iXlLi'1"I NGi IZ -- WA-Tr m b yIG Ia T.. I rRov OL l5eLf 00 ZUf fZ=77.11 U Xr �rl�17� _ -P% KKt t�C1 A ri5A - Groh vrvwaL. �17K,1�71' �uT-I - RMZ74A'Tl� ''::_ rPr/C I MA I N �12CiPlTh�l� ��IJCiA�LI,/at-I:(IF-Z°) I 4I4lN4--PrllAIn4--Z, Fr�T �ml-51V15*1-i vyd� C',1C rt aw Il m l'eAT6A �45I 0 rrW 1571�NV -IVV r -M d4 rA M - IZ i 1� . pkpl°ph�t7 lb'KAV� I'(iOPJK -a WrfNIN�' hW�fC�l ISS NCrn'��Z) SITE PLAN PLAN SCALE: 1" Nd'(Ih r/ hiAtlt_f!�4 MAyrLa4Cr T� kGI:I PUTN YA N117U1N; MA, I7ATW MhivL?� H , IcFn,, rKEI Arw Z)_rWINIA /P-kMrK �I*LL AKV A 4`11A4&V gLAV �r 1 rhIAHFrf-K�1 SL" XHAL.. 0\45 #+ rWAK K la'1 AN /�OA-(r�r— /07NGi-M aVW LAr O Y !o" ON ALL 51 I7545.'rr6M rl� 141�1IK'iOGIZM� K'OIZ aN� G-HAM��t�� ) VkRIhNGI:h�, - �lili'il t1 � �>%i�'(1G 'i"/�t� K W I I.0 t�E 5'} I%E�'1" -t7a I�V��>✓ I� rvuwo\.-nQNl ia_C �I' Ih K QU IK r NLI PU M►' GNAmK W IL,L 6t at r-fr--T -"a Fl1w a!5-1517 rauwvAlt1aN, la r-6bT I% rwuirr-,v, rPaPi/jW �> � tc -n6 I h �) hen KaICilON t-1Mr( f�l�� ni�l�U-INL� "r0 'fWq Wrpatj-1 h1`4N L 13r t'L-r14l� 5) �o Ta I L� �► u -r s5 �-Ip�l� g� ��u�-r�r I U � IJPh�M�.►•I'r � THIS � M �, I � 112"a I 11 DESIGN DATA NUMBER OF BEDROOMS NUMBER OF PERSONS lD DESIGN FLOW IIIA GAL/DAY/BEDROOM LEGEND TOTAL DESIGN FLOW J! -GAL/DAY EXISTING CONTOURS SEPTIC TANK: PROPOSED CONTOURS �" GAL X 2007. - (IktV GALS. DESIGN CAPACITY USE 1 _GALLON SEPTIC TANK. (MIN. SIZE PER REGS) LEACHING TRENCH: WATER LINE SIDEWALL CAPACITY 4" SOLID SCHEDULE -40 PVC PIPE 2 X�J& LENGTH + WIDTH) X (DEPTH)= ( I, SQ.FT. SQ.FT. X.� GAL/SQ.FT.= 1 1 GAL. LEACHING/DAY BOTTOM CAPACITY LIMITS OF WETLANDS �t 1,1(7 (LENGTH) X If se (WIDTH)= SQ.FT. WELL LOCATION SQ.FT. X GAL/SQ.FT.= /GAL. LEACHING/DAY TOTALS: SEPTIC TANK TOTAL NUMBER OF CHAMBERS DISTRIBUTION BOX TOTAL NUMBER OF TRENCHES EROSION CONTROL TOTAL LEACHING AREA 471 SQ.FT. ll<< r ll- <'r/ 1...111 TOTAL LEACHING CAPACITY!14:!!� GAL/DAY RESERVED FOR BOARD OF HEALTH USE CONTINUATION OF WORK. 16. PROPOSED PROJECT IS LOCATED WITHIN: ASSESSORS MAP N I ?ia LOT # (3 ZONING DISTRICT K—z!�z BUILDING SETBACKS F: t. S: ft. R: ft. FEMA FLOOD ZONE ELEVATION 60 AS SHOWN ON COMMUNITY PANEL # 17 17. OWNER OF RECORD: ADDRESS: // a l O7 LEGEND — — wo — EXISTING CONTOURS APPROVED BY - Y PROPOSED CONTOURS G GAS LINE E&T ELECTRIC/TELEPHONE LINE W WATER LINE LOCATED AT 4" SOLID SCHEDULE -40 PVC PIPE — — — — — 4" PERFORATED SCHEDULE 40 PVC PIPE --------- LIMITS OF OVERDIG - - LIMITS OF WETLANDS O WELL LOCATION v TEST PIT LOCATION 170-0-1 SEPTIC TANK ❑ DISTRIBUTION BOX EROSION CONTROL ll<< r ll- <'r/ 1...111 // a l O7 lr 1t4U E 2' R A -N& REV. I DATE BY I APP'D. I DESCRIPTION APPROVED BY - Y SEWAGE DISPOSAL SYSTEM DESIGN .141,110161 OF M4$' 4 PREPARED FOR // s� e' Ly MA -N WILLIAM a IAACUP! j CIVIL LOCATED AT No 72M7 C'/STf.Q � ep •. �'c PSSAONAL ENV �i �J�{ � r A -,\H aLrK APPROVED BY: SCALE: 1 II % ;1-aI DATE: l%G'r ISI ZJ1 5 G.A.F. ENGINEERING, INC. ROFESSIONAL ENGINEERS & LAND SURVEYORS 266 MAIN STREET, WAREHAM, MA 02571 (508)-295-660007.7 m eT: K K MNK lcway. W DWc No. `l V J08 No.