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BURY EDGE OF OVERLAP EXISTING APPROX. GEOMEMBRANE 60 mil HDPE 3-INCH DIA AND NEW GEOTEXTILE REMOVE EXISTING 3' REMOVE EXISTING GEOMEMBRANE PERFORATED HDPE PIPE A MINIMUM OF 3-FEET 60 MIL HDPE GENERAL EARTHFILL BERM (NOTE 5) PROTECTIVE GEOMEMBRANE 10.5' EXISTING SOIL BERM COARSE OPE TION LAYER PROTECTIVE J PROTECTIVE OPERATION LAYER 1 1 APPROX OPERATION LAYER MIN GRAVEL ::. APPRO - ur 4' 1 ••••••••••••••••'••"""""""""""" EXISTING VEGETATIVE LAYER 3• 1' 1 EXISTING / GRANULAR DRAINAGE - VEGETATIVE EXISTING FOUNDATION LAYER'_ - M N ,,3 MATERIAL DRAINAGE LAYER MATERIAL EXISTING FOUNDATION LAYER i EXISTING CLAY LINER `\ FILTER GEOTEXTILE FILTER GEOTEXTILE" V EXISTING �'Y '\ 0) REMOVE EXISTING 3'/Ml 2'MIN FILTER CLAY LINER GRANULAR DRAINAGE GEOTEXTILE MATERIAL AND REPLACE w WITH GENERAL EARTHFILL WESTERN CONNECTION GRANULAR SOUTHERN TERMINATION/� DRAINAGE MATERIAL NTS SHT 3 NTS SHT 3 a Q a� 60 mil HDPE o APPROX. TOP DECK CLAY PLUG BERM GEOMEMBRANE PROTECTIVE 3' TERMINATION BERM HDPE PIPE (SEE NOTE 2) (GENERAL EARTHFILL) ELBOW JOINT CLAY PLUG 2, OPERATION LAYER PROTECTIVE 60 MIL SINGLE TEXTURED 0'S 3-INCH DIA (SEE NOTE 2) MIN 3' OPERATION LAYER HDPE GEOMEMBRANE 1 : 1 NON PERFORATED rn 1� P —I1 APPROX HDPE PIPE c•: o APPROX. - 4' EXISTING VEGETATIVE LAYER ROUTE TO m •• `�� _ _N 1' 3' WMU FU-04 BASE 0.51 43V4 __ �SUBGRADE� - ::: io 0= i• FILL 3-INCH DIA HDPE / ' \ SEE NOTEGEOMEMBRANE BOOT.. /...SOLID H bIA DRAINAGER n GRANULAR DRAINAGE " -� MATERIAL EXISTING FOUNDATION LAYER EXISTING CLAY LINER `.� / TEE SECTION u MATERIAL ' EXISTING - - EXISTING FOUNDATION LAYER- END CAP FILTER FILTER GEOTEXTILE o FILTER GEOTEXTILE VEGETATIVE LAYER EXISTING CLAY LINER, N EASTERN TERMINATION f_P"\ SECTION NTS SHT3 NTS SHT4 O n � N � Lj Z u) I (p cli APPROX 60 mil HDPE ?N OD 3' GEOMEMBRANE :.:::::::.::::::::::::::::.:::::::.:......::::::::::::::. o U w TOP DECK - .PROTECTIVE OPERATIONS LAVE...... �'C�•i•:iCi•:�C:i•' FILTER GEOTEXTILE Q rn TERMINATION BERM r ::::..::.......:::::.:::•:::•:••:�.::�:::•::•:.::::.::.�:.�:: ¢ o GENERAL EARTHFILL v N 25' APPROX 0'S ( ) PROTECTIVE oJ0°•°OyyyGR4NULAR•DRAINAGE�MATERIAI --�°O° 0 w 4' 1 OPERATION LAYER O---- `----------------- - - �pZ 1X 1 EXISTING VEGETATIVE LAYER ' pl a ACCESS ROAD 1�, r-t'-A'PRO (SEE NOTE 1) rn s EXISTING CLAY LINER -- n EXISTING VEGETATIVE LAYER / i 2'MIN 3 - I GRANULAR DRAINAGE / 1 - MATERIAL EXISTING FOUNDATION LAYER w a $ o EXISTING,CLAY LINER EXISTING FOUNDATION LAYER FILTER GEOTEXTILE - w a4�� 3-INCH DIA saw NORTHERN TERMINATION AND ACCESS ROAD HOPEPPEED TYPICAL LINER AND LCRS SECTION NTS SHT 3 (NOTE 5) NTS SHT4 3>4 v 3-INCH DIA FILTER GEOTEXTILE APPROX 20 60-mil HDPE NOTES: PROTECTIVE PERFORATED (NOTE 4) GEOMEMBRANE 1.CONTRACTOR SHALL STRIP EXISTING VEGETATION. O U OPERATIONS LAYER HDPE PIPEIr GRANULAR DRAINAGE (NOTE 5) COARSE GRAVEL MATERIAL 2.EXTEND CLAY PLUG AND CLAY PLUG BERM APPROXIMATELY 10-FT IN LENGTH ON EITHER SIDE OF TEE INTERSECTION TO TIE IN TO EXISTING BERM. FILTER GEOTEXTILEY CLA 3.CLAMP HDPE GEOMEMBRANE ROOT TO 34NCH DIA HDPE PIPE USING PLUG BERMS TAINLESS STEEL CLAMP AND NEOPRENE GASKET. - cp d o a o00 �oea ap 9 000 p0 ,gp.- ..-..� 0 00, a 80 0000 Oo 0 0 4.OVERLAP GEOTEXTILES 2-FT AT TOP OF WRAPPED GRAVEL. Z (n --- --- - -----9- --- RIDGE OF EXISTING 3-INCH DIA J J J "v SOUTHERN TERMINATION II NONPERFORATED U- Q EXISTING 1 5.PERFORATED 3-INCH HDPE PIPE WITH 1/4-INCH DIA HOLES AT FOURTH w �- VEGETATIVE LAYER- `• �'-"'- APPROX 3° / BERM e 1 HDPE PIPE POINTS EVERY FINCHES. ZZ ~ �p Q o � - EXISTING CLAY LINER SOUTH SLOPE OF EXISTING \�� ROUTE TO o AUSTIN ROAD LANDFILL WMU FU-04 BASE of 0 N d. ZO EXISTING FOUNDATION LAYER oI \ i H <J N LCRS PIPE SECTION LCRS PIPE SECTION NTS SHT 3 NTS SHT 4 Essigy No.22631 EaD 12-31-05 a >7 Sheet 9 of 10 sr" �CAL1" P Rev