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OVERLAP EXISTING APPROX. AND NEW GEOTEXTILE REMOVE EXISTING T REMOVE EXISTING 3- A MINIMUM OF FEET 60 MIL HOPE GENERAL EARTHFILL BERM PROTECTIVE GEOMEMBRANE "11PROTECTIVE APPRO IV � 1 -,1, OPERATION LAYER APPROX OPERATION LAYER 1! 1........ ........ ............ EXISTING VEGETATIVE LAYER O.N -- - - -- - - - - - - - - - - - - lo EXISTING FOUNDATION L GRANULAR DRAINAGE [STING CLAY LINER A MATERIAL FILTER GE L REMOVE EXISTING FILTER GRANULAR DRAINAGE GEOTEXTILE MATERIAL AND REPLACE WITH GENERAL EARTHFILL WESTERN CONNECTION GRANULAR DRAINAGE MATERIAL NTS SHT3 APPROX. TOP DECK 3. TERMINATION BERM PROTECTIVE 60 MIL SINGLE TEXTURED rw- I EAFITHFILQ OPERATION LAYER HDPE GEOMEMBRANE 1 -- I APPROX ROX. 4' EXISTING VEGETATIVE LAYER os Tr --A - 4- GRANULAR DRAINAGE / MATERIAL XAN NG CLAY LINER FILTER GEOTEXTILE EASTERN TERMINATION NTS SHT3 - EXISTING EXISTING NORTHERN 60 MR HDPE ACCESS ROAD fTERMINATION BERM //y- GEOMEMBRANE BURY EDGE OF SHT 3 GEOMEMBRANE60 MR HDPE - 34NCH DIA ............................... ............................................................. •..— .............. A ................................... . ..................... pe.0 .0 ..C6 GEOMEMBRANE PERFORATED HOPE PIPE (NOTE 5) PROTECTIVE EXISTING SOL BERM COARSE OPERATION LAYER GRAVEL-\ -11 i-111177-AMIN-1 I F,i ....... .... ....... .. .................... . 1. ... ..... .... ....... .... . ... .... .. NTS SHT4 E)us7nNG VEGETATIVE GRANULAR DRAINAGE MATERIAL LAYER F-7 FILTER GEOTEXTILE EXISTMG CLAY LINER SOUTHERN TERMINATION /`S� HDPE PIPE ELBOW JOINT 34hr-4 DIA NON PERFORATED ROUTE TO HDPE PIS TEMPORARY LEACHATE TANK SUB rGRADEFILL OPERATION LAYER ....... ............ .. . ... ... .. ................ 1. 0-T -- - - - - - - ----- STING VEGETATIVE LAYER GRANULAR DRAINAGE MATERIAL FILTER GEOTEXTILE 3 -INCH DLA PERFO NORTHERN TERMINATION AND ACCESS ROAD L -d -� HDPE PPLED SOLID3-INCH DIA HDPE NIS SHT3 PIPE 34NCH DIA FILTER GEOTEXTILE PROTECTIVE PERFORATED (NOTE 4) HDPE PIPE GRANULAR DRAINAGE OPERATIONS LAYER MOTES —E GRAVEL MATERIAL o SHT 3 CLAY PLUG BERM (SEE NOTE 2) ............................... ............................................................. •..— .............. A ................................... . ..................... pe.0 .0 ..C6 EXISTING, \ /X� VEGETATIVE LAYt72 � /A 'PROX3" x LANDFILL - - - - - - - - - - (OWNER SUPPLIED) LCRS PIPE SECTION 777577 =7 77, 7,/\7/ ,7777/7777777 1\ A; LCRS PIPE SECTION NTS SHT 3 FILTER GEOTEXTILE RIDGE OF EXISTING— 1 -60 -mil HDPE SOUTHERNGEOMEMBRANE TERMINATION BERM (Ds CLAY PLUG BEF NTS SHT 3 CLAY PLUG BERM (SEE NOTE 2) 60 MR HOPE GEOMEMBRANE CLAY PLUG A(SEENOTE 2) EXISTING TING ING FOUNDATION LAYER VEGETATIVE LAYER EXISTING CLAY LINER SECTION NTS I SOUTH SLOPE OF "--ROUTETO TEMPORARY EXISTING AUSTIN ROAD LEACHATE TANK LANDFILL (OWNER SUPPLIED) LCRS PIPE SECTION NTS SHT4 c WRISER STUB END AND PERFORATED END CAP PROTECTIVE OPERATION LAYER DRAINAGE MATERIAL FILTER GEOTEXTILE .............................. .............................. ............................TFVC....................... EE OPE -FILTER GECTEXTIL TFV .......................... ....... . .. . .. ............ ................................................................................ . .VS, -0 I-GRANULARDRAINAr.EmAmRLAL--..&,9-1 ------- o 7 STI (SEE NOTE 1) / TYPICAL LINER AND LCRS SECTION NTS SHT 4 NOTES: 1. CONTRACTOR SHALL STRIP EXISTING VEGETATION. 2. EXTEND CLAY PLUG AND CLAY PLUG BERM APPROXIMATELY 10 -FT IN LENGTH ON EITHER SIDE OF ELBOW INTERSECTION TO TIE IN TO E)asnNG BERM. 3. CLAMP HDPE GEOMEMBRANE BOOT TO 34NCH DIA HOPE PIPE USING STAINLESS STEEL CLAMP AND NEOPRENE GASKET. 4. OVERLAP GEOTEXTILES 2 -FT AT TOP OF WRAPPED GRAVEL 5. PERFORATED 3 -INCH HDPE PIPE WITH Y4 - INCH DIA HOLES AT THIRD POINTS, SPACED 6 -INCHES ON CENTER.