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BURY EDGE OF
<br /> OVERLAP EXISTING APPROX. GEOMEMBRANE 60 mil HDPE3-INCH DIA
<br /> AND NEW GEOTEXTILE REMOVE EXISTING 3' REMOVE EXISTING GEOMEMBRANE PERFORATED HDPE PIPE
<br /> A MINIMUM OF 3-FEET 60 MIL HDPE 5, GENERAL EARTHFILL BERM (NOTE 5) PROTECTIVE
<br /> GEOMEMBRANE EXISTING SOIL BERM COARSE OPE TION LAYER
<br /> PROTECTIVE 1 J 1 PROTECTIVE 1 GRAVEL
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<br /> MATERIAL
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<br /> FILTER GEOTEXTILE
<br /> EXISTING
<br /> REMOVE EXISTING :8' MIN `2' MIN � FILTER CLAY LINER _ c
<br /> GRANULARDRAINAGEGEOTEXTILE
<br /> MATERIAL AND REPLACE
<br /> WITH GENERAL EARTHFILL a
<br /> WESTERN CONNECTION O GRANULAR SOUTHERN TERMINATION��
<br /> DRAINAGE MATERIAL
<br /> NTS SHT 3 NTS SHT 3 Q
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<br /> 60 mil HDPE
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<br /> TOP DECK
<br /> APPROX. CLAY PLUG BERM GEOMEMBRANE
<br /> TERMINATION BERM HDPE PIPE (SEE NOTE 2j PROTECTIVE
<br /> CLAY PLUGOPERATION LAYER
<br /> 0 5' (GENERAL EARTHFILL) ELBOW JOINT (SEE NOTE 2) 2 L ,PROTECTIVE
<br /> 60 MIL SINGLE TEXTURED 3-INCH DIA MIN 3
<br /> OPERATION.LAYER HDPE GEOMEMBRANE 1 1 NON PERFORATED
<br /> 1 1 HDPE PIPE .:
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<br /> APPROX 20- NOTES:
<br /> 3-INCH DIA FILTER GEOTEXTILE 60-mil HDPE u
<br /> PERFORATED (NOTE 4) ' f�_ GEOMEMBRANE 1. CONTRACTOR SHALL STRIP EXISTING VEGETATION. [a CJ
<br /> PROTECTIVE HDPE PIPE GRANULAR DRAINAGE
<br /> OPERATIONS LAYER (NOTE 5) COARSE GRAVEL MATERIAL 2. EXTEND CLAY PLUG AND CLAY PLUG BERM APPROXIMATELY 10-FT IN
<br /> .7:7.77.. .....................
<br /> FILTER
<br /> LENGTH ON EITHER SIDE OF TEE INTERSECTION TO TIE IN TO EXISTING BERM.
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<br /> ......,.... 7777 GEOTEXTILE CLAY 3. CLAMP HDPE GEOMEMBRANE BOOT TO 3-INCH DIA HDPE PIPE USING
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<br /> -._._ :. PLUG BERM STAINLESS STEEL CLAMP AND NEOPRENE GASKET.
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<br /> ------- - ` ` -- -- —`�- --- RIDGE OF EXISTING PGE T OF WRAPPED J J
<br /> �, . , ,� � �, � � y-� TED - -
<br /> 4 SOUTHERN TERMINATION
<br /> EXISTING\ ^� 5. PERFORATED 3-INCH HDPE PIPE WITH 1i4 INCH DIA HOLES AT FOURTH w Id—
<br /> " i 3-INCH DIA
<br /> 1 NON PERFORA
<br /> VEGETATIVE LAYER q;' — ER HDPE PIPE I- w
<br /> 6 APPROX 3 B M + L POINTS E=VERY 6-INCHES. Z
<br /> - o 0
<br /> - EXISTING CLAY LINER
<br /> ------ SOUTH SLOPE OF EXISTING
<br /> � ROUTE TO
<br /> dAUSTIN ROAD LANDFILL LY O-- WMU FU 04 BASE
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<br /> EXISTING FOUNDATION LAYER CO O
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<br /> LCRS PIPE SECTION LPIE SECTla�ION
<br /> NTS SHT 3 NTS SHT 4 0 ,ac Essrcr�,,
<br /> tai No. 22631 In
<br /> Exp. 12-31-05
<br /> Sheet-2-of10,�, cIV Rev
<br />
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