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I I � . I I . I . 4" SCHEDULE 40 PVC MIN. SLOPE 1% . � I . 7 � . `�, t � , � ""
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! � . � ELEV.= 10.2'± . � PROVIDE EXTENSION RISER . . 1, I I � FINISH GRADE OVER D -Box= 8.6'± 1 . I I I I � . � SLOPE @ 2% MIN. - ! . I I
I . . � - . I WITH COVER OVER INLET&. ,�� � � I I I . � I . I � I I I I I . I I . . I I . . i 1 . UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION I �
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I I . . . � OUTLET TO WITHIN 6" OF F.G. � I I [ . I i . I I I I I � I ACCESS BOX TO WITHIN 6" OF � I I I METHODS SHALL BE IN ACCORDANCE WITH TITLE 5, OF THE STATE ENVIRONMENTAL
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I I , I . RISER TO WITHIN 6",OF FINISHED GRADE . I I � I CODE AND ANY APPLICABLE LOCAL RULES. I
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I . FINISH GRADE OVER TANK EL.= 9. 1'± � I i I I -_ I . _ . . --.,-.,- i
� FINISH GRADE @ FND. EL.= 9.2'± � . ! So DIA. OUTLET(S) ,---,--"-------,,--,-----,-,---- --,--,---,-,-,-----",-----,--,----- I . 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
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I " - I . - I . I . I I I i . . I I � I . . I �. � . . I - DESIGN ENGINEER. I I I I
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� :1 : , . I . . 24" MIN. ACCESS MANHOLE . -----",--- _1�,__ --- - . 9" MIN. I . 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
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i �; ,: .1 I EL.=8.34 -\ I . I I I . I � . I 1 6" MAX. . TOP OF SAS I B.O. = 7.681 . � I I I . ! SYSTEM UNLESS OTHERWISE NOTED. I I . � I I 1'� ,
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- , I i :I . 1 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN I
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. . i . ,I . ELEVATION = 7.68'FOR A DISTANCE OF 15'.AROUND THE PERIMETER OF THE SAS. UNLESS A
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I ,_._ I 1 3" DROP MAX. 311 11 I � L 6'± . . I I . J; 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S..A.S. AND THE TOP OF � I I
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! ��. I 'I (� � , ��, . I . I I I I T4" PVC � . ---- i 8# 1 . . � . . i I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. . I . I I
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1 � . . I .. I I . "'-OUTLET TEE ': . 1. . I I 1 -2.875'(34. )_� I i I I
� I I . . I � . I . I . 1 7.19 \- 6.60' (laid flat) . . � I I I I FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM .
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I I I I I "--GAS BAFFLE . I � I I .1 i (TYP.) , I I I I I I . �
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� . . - 11.2'to FND. � I I . . �� OVER MECHANICALLY i I I . I -
I I I I I I . � . . I I �. ! . . I � I . . . 1 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK #1 ELEVATION OF 8.1 0
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i . . I . I . I . . . I I q . I . COMPACTED BASE 35.0' 1 5.0'MIN. REQ'D I I I
� . . - . I .. I . I " � i � . I I I . I . 1 1 1 1 � . I I I I i I -_ . . I � I ,ESTABLISHED ON A NAIL IN UTILITY POLE #451/5 AND BENCHMARK #2 ELEVATION OF 9.511
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. i . . � . . OUTLET DISTRIBUTION BOX . .1 I . I I I . � ESTABLISHED ON CORNER OF BULKHEAD AS SHOWN ON PLAN. I 11
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i - I . TO BE INSTALLED ON A LEVEL STABLE I I ; I GROUND WATER ELEV.= * 2.60' 1 . I C �41 1 A i V1 B LE- i - ,S .
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i . � I ! . � . I . I I � .. . 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION . I .
I . i I I I . . I ! BASE. FIRST TWO FEET OF OUTLET . � . . . � F- \ I I I . I I . i
. I . . I . . . i . Bc " I . � I THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
! I-- ___1 I &PROPOSED 1,500 GALLON PLASTIC S PTIC TANK 6GUSHEDSTONE I PIPES TO BE LAID LEVEL. . i I .1 CHAM ERS (PROFILL'-; . I . I .1 � i - I
i I I . I I .1 . I . ; I .. I 11 . . . . 1 888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES .
I I I I OVER MECHANICALLY !f I . . . . I . ; � I . I . *Adjusted GIN level based on Cape Cod Commission Technical Bulletin 92-001 (revised 2)06) 1 . � . � ... I I � . . .
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F . - : �� � F--, 1 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
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I I . I I . I . I . I � � _. 11 I , , ,\ I 11;1,�� I�Nl, � � I ' INSPECTOR: I Amy VonHone, R. . I I I
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I � I . . I "I-, � I . . I NOTES: is .-"-\ � �1� . . \ LOCATED. UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER I
, � PAVEMENT, DRIVES, OR TRAVELED WAYS IN WHICH CASE THEY SHALL
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. 11 I � . I I ; . / N � I �� 1. I V *!., I I EVALUATOR: Michael Pimentel, .I.T. : . i
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. . - . I . I . . . . I I . I . I . 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION ; I � I- 'D i, �,, - (-- "f ! C.S.E. APPROVAL DATE Oct. 1999 � . . . . :
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1, I I I . I 1. . I ; � I I '�,;Z��,, , ; I � I I 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. I .
I . . I I .1 OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY I i � -_ - � 0 � I I � . I !
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I I // - "'. �,,`, WITHSTAND H-20 LOADING.
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. I . � - - \, I, , _ I . .i . I 11 . I I . I . WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER i :; .�, � � I � 7 . H, 1,�,. i 11 I I t 14. WHERE REQUIRED,
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I I . �. I � �11� I t i . I * � I ; CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
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� 11 . I _�. , . . I I AND LOCAL BOARD OF HEALTH IF SOILSARE NOT I CONSISTENT WITH ft ,�,./ I i t. -'i �'-�-,, . - i MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
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I .I- , � - z I I TEST PIT DATA. , I 1 4 : I !/ . I . I � I �, / . I I REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
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; . I I 1(9,� �1, -I ''z I; "4 . I I . . . I . � , 04,011 . � � F . . I � Q_ - , I ELEV TOP = 1 8.30
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! . I � � _. _� .; I �.. I I I I I r--.-- , ____ 1� . �', It ol 7 1 .1 I i FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ,� i
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� . 1 2.) PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2. 1 - --- 0: ;
� I .1 __ - '' . . 1. . I - I � !! 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
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1 17- DEED REFERENCE: BOOK 17614, PAGE 218 . I I I
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7.30' 1 18. PLAN % . �* I I � . I - I . I
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1. i LOT147 , . ,.11 I / - ____ I "I y � � LOTS 161 1 1 � . . � 1 *BASED ON THE CAPE COD COMMISSION METHOD:
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