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I TOP OF FOUNDATION .. PROVIDE EXTENSION RISER WITH I . I . 4" SCHEDULE 40 PVC MIN. SLOPE 1 % . FINISHED GRADE OVER CHAMBERS = 1 �_71� - �\� il,__ f \ i, -A?L_ I ��, ". ,,, � -1- . I
i I . I . .1 I I . . I ! , FINISH GRADE OVER D -BOX = 24.6'± 1 1 1 . :1 . 11 I I . . I I I I . 24,31- 25.11 1 1 . I I I . I . � .
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i: � ELEV.= 26.3 1 . CONCRETE COVER TO WITHIN 6" OF I . I I I � . I I I I SLOPE @ 2% MIN. . I I
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� � I I i ii ;: I I FINISH GRADE OVER INLET & OUTLET I � � I I REMOVABLE WATER -TIGHT COVER OVER ! ! INSPECTION PORT WITH � I 1! I - UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
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I . i � . RISER TO WITHIN 6" OF FINISHED GRADE I I I . . � . METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL ,
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I 11 ! I OVERTANK EL.= 24.4'+ i F.G. (ONE PER OUTER ROW) . I . I
I � 1. �4 FINISH GRADE @ FND. EL.= 25.4'± 1 . . . � I � I I � I I CODE AND ANY APPLICABLE LOCAL RULES. � I
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; ,� . 20" MIN. ACCESS COVER I 1 9" MIN. � I � . � . . 1 4=� .
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I 11 .i I (TYPICAL FOR 3 . 36" MAX. I I I I I ; . I . .
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I I � I I I ! 3. 4" SCHEDULE 40 PVC PIPE NTH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
� I PROPOSED4" i 36" MAX. . i 1 36" MAX. TOP OF SAS I B.O. = 29.19 � � � .
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I i il, �;` SCHEDULE 40 PVC-"%\ . � . I I � ! SYSTEM UNLESS OTHERWIS,F;: NOTED. . I
. — /-PRd,P. 4" SCH. 40 PVC I . i� I I i I
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i � __,_ �_- - 3' III I I .BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
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-11 11 I -_ . - *_�, 0 41; ::: "In ELEVATION=, 22.12' FOR A DISTANCE OF 1 5'AROUND THE PERIMETER OF THE SAS. NLE
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I , � . I j 13" 1 .1 . I I I I __� t ` 0 . 1 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
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� . I I \ 22.15' 1 (TYP.) I . THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
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� I I . � � . I I I I i I I' I . i 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
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� -F ' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
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i � . . � I I I . 1. 1. I I . . I . (TYP.) I I 1. 1 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
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� I I I �� . . I � i I i . I � I I I % (TY.P.) . I I � . I I 5'MIN. - 1 115— j FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
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I � I I I I I COMPACTED BASE I I : . I I I I . I . I I !
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I � 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION
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I - . I I I I . OVER MEPHANICALLY I To B : INSTALLED ON A LEVEL STABLE I I I I I I I = .1 I ,EP ,D VIEW� I OF 25.00'ESTABLISHED ON A NAIL SET IN A PINE TREE AS SHOWN ON PLAN. I
r . I - I I : j GROUND WATER ELEV. < 15.00' C`,`0IIAE1 ,,S 1EIV I I
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I . . I COMPACTED BASE , � .1 BASE. FIRST TWO FEET OF OUTLET I I I I � . . I . I I I I I I ! �
Al ='� i . I j I � I I . I I .1 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION i
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I PR PO ED 1 500 GALLON CONCRETE SEPTIC TANK I I . . . I I I � CHA' 3ERS (PROF11' I . . -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT d
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I I . - I . I .-�� . I I 1, I I 1 " ! 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
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25.8'
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TANK COVER OUT (2)
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13.9'
29.2'
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130.9'
13.5'
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37.4'
1 25.0'
1 CHAMBER CORNER (6)
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1 25.3' 1
36.0' 1
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. � ., . I I I I Approx. M.S.L. � . . t ; I KANSMITTAL NUMBER = X264258. � i I � I i P .. ! � 21 STILES ROAD . . . I ,
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