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<br />GEOSYNTHETIC CLAY LINER (GCL) LEACHATE SUMP PUMP
<br />K-16"),DETAIL TYP. (NOTE 2)
<br />Ds SUMP WITH PRIMARY RISER PIPES
<br />N.T.S.
<br />to
<br />B C FLANGE AND GALVANIZED 5
<br />6" DIAM. SCHEDULE 40 HDPE BLIND STEEL POST E]
<br />GALVANIZED STEEL 1,5* FLANGE (TYP.) (TYP )
<br />SUPPORT POST(TYP.)
<br />BOLT SUPPORT
<br />BAR TO POST 2'
<br />EASTERN 6.
<br />TERMINATION
<br />BERM 3_2'
<br />SACRIFICIAL 3" DIAM. /
<br />GALVANIZED
<br />GEOMEMBRANE a
<br />SUPPORT q' g
<br />24" DIAM. HDPE PIPE i'-6" MIN. BAR
<br />(PRIMARY INSPECTION 3
<br />RISER PIPE) 1 2
<br />EARHFILL 1
<br />2% 2%- \ "
<br />J
<br />�1 GEOCOMPOSITE 2•
<br />3 GE MEMBRANE y 3'
<br />GEOSYNTHETIC
<br />CLAY LINER (GCL) '.:4• MIN
<br />ANCHOR TRENCH
<br />EARTHFILL 3^
<br />2' 1• VARIES
<br />17 DETAIL
<br />PRIMARY LCRS RISER TERMINATION AT TOP OF SLOPE
<br />N.T.S.
<br />B -B'
<br />HDPE PIPE
<br />3.. , 3'* B
<br />Q- - - - - - - - - - /e - - -
<br />0.5" DIAM. HOLE
<br />(TYP)
<br />19 DETAIL TYP.
<br />24—IN DIAMETER HDPE PIPE
<br />PERFORATION PATTERN
<br />N.T.S.
<br />LFG BERM
<br />3
<br />SEE �
<br />6" DIAM. HDPE PIPE
<br />(INSTRUMENTATION PIPE)
<br />APPROX. 4'�
<br />24" DIAM. HDPE PIPE 24" DIAM. HDPE
<br />(PRIMARY INSPECTION PIPE (PRIMARY
<br />RISERPIPE) RISER PIPE)-
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<br />GEOMEMBRANE (NOTE 1) ca ca
<br />GEOSYNTHETIC CLAY LINER (GCL) LEACHATE SUMP PUMP
<br />K-16"),DETAIL TYP. (NOTE 2)
<br />Ds SUMP WITH PRIMARY RISER PIPES
<br />N.T.S.
<br />to
<br />B C FLANGE AND GALVANIZED 5
<br />6" DIAM. SCHEDULE 40 HDPE BLIND STEEL POST E]
<br />GALVANIZED STEEL 1,5* FLANGE (TYP.) (TYP )
<br />SUPPORT POST(TYP.)
<br />BOLT SUPPORT
<br />BAR TO POST 2'
<br />EASTERN 6.
<br />TERMINATION
<br />BERM 3_2'
<br />SACRIFICIAL 3" DIAM. /
<br />GALVANIZED
<br />GEOMEMBRANE a
<br />SUPPORT q' g
<br />24" DIAM. HDPE PIPE i'-6" MIN. BAR
<br />(PRIMARY INSPECTION 3
<br />RISER PIPE) 1 2
<br />EARHFILL 1
<br />2% 2%- \ "
<br />J
<br />�1 GEOCOMPOSITE 2•
<br />3 GE MEMBRANE y 3'
<br />GEOSYNTHETIC
<br />CLAY LINER (GCL) '.:4• MIN
<br />ANCHOR TRENCH
<br />EARTHFILL 3^
<br />2' 1• VARIES
<br />17 DETAIL
<br />PRIMARY LCRS RISER TERMINATION AT TOP OF SLOPE
<br />N.T.S.
<br />B -B'
<br />HDPE PIPE
<br />3.. , 3'* B
<br />Q- - - - - - - - - - /e - - -
<br />0.5" DIAM. HOLE
<br />(TYP)
<br />19 DETAIL TYP.
<br />24—IN DIAMETER HDPE PIPE
<br />PERFORATION PATTERN
<br />N.T.S.
<br />LFG BERM
<br />3
<br />SEE �
<br />6" DIAM. HDPE PIPE
<br />(INSTRUMENTATION PIPE)
<br />APPROX. 4'�
<br />24" DIAM. HDPE PIPE 24" DIAM. HDPE
<br />(PRIMARY INSPECTION PIPE (PRIMARY
<br />RISERPIPE) RISER PIPE)-
<br />APPROX2'
<br />CAP(TYPJ
<br />rI
<br />A
<br />._
<br />APPROX.
<br />_GEOMEMBRANE
<br />24" DIAM. HDPE PIPE
<br />(PRIMARY INSPECTION
<br />RISER PIPE
<br />CLAY LINER (GCL)
<br />GALVANIZED U -BOLT (TYP.)
<br />/(LOOSE FIT)
<br />/ 6' DIAM. SCHEDULE 40 GALVANIZED STEEL
<br />SUPPORT POST (TVP.)
<br />APPROX. 4'
<br />GALVANIZED 5
<br />STEEL POST CB El
<br />(TVP.)
<br />PRIMARY AND SECONDARY RISER SUPPORT STRUCTURE AND BOLLARDS
<br />N.T.S.
<br />NOTES:
<br />1. THE CONTRACTOR MAY SUPPLY SEVERAL ECCENTRIC REDUCERS TO PROVIDE REDUCTION TO 61".
<br />REDUCERS SHALL BE MOLDED. FABRICATED REDUCERS ARE NOT ACCEPTABLE.
<br />2. SEE NOTE 1 ON M-2 FOR LEACHATE SUMP PUMP DETAILS.
<br />3, SEE TECHNICAL SPECIFICATIONS SECTION 15590 FOR 7 DIAM. SINGLE PIECE HDPE DISCHARGE PIPE
<br />DETAILS.
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