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EDGE OF EXISTING GEOMEMBRANE REMOVE EXISTBNG TERMINATION BERM REMOVE EXISTING PLYVA SHEETING AND PROTECTNE GEOTEXTILE PROMCME OPERATION LAYER GEOTEXTILE ie 1r Fel 1 t J3 MIN GRANUTAR ALN //�— 1.. .Illc MATERIAL APPROX. CLAY LINER ) / `NATIVE 60-0TEXTURED nr U1, GROUND - ^ - HOPE OEOMEMBRANE SECTION �1 CONNECTION TO EXISTING LINER SYSTEM SHT 3 1 NTS \ / __ — — — — — — — — — — — — — — — ` F' MMR1 U BOmtl DOUBLE TEXTURED 3 HDPE GE=MB.ANE MIN WELD EXISTING / EW DOUBLE iEXTUREO�\ HDPE GEOMEMBRANE / (/ FU43 EXISTING CLAY LINER MIN CLAY LINER / NOTE 2) _ _ _ _ _ _ _ _ _ _ (NOTE 2) _ / CLAY PROTECTIVE OPERATIONS LAVER GEOMXTILE GRANULAR REMOVE EXISTING DRAINAGE MATERIAL S'OIAMAMETE TANK HDP ERFORATED REMOVE EXISTING PE PIPE. Emil TERMINATION BERM \\1 1 O °� 0 0'➢•� 0 PCO 0 O'p. O — _� 0 0^�.'�'� ER ORANUTAR DRAMAGE MATERIAL — WMU FU -13 GEOTEXTILE -� (SEE NOTE 1) WMU FU -i] 6-PERFORAMD HDPE PIPE, BOB 11 -' (SEE NOTE 4) WMUF 13 60-1 TEXTURED HDPEGEOMEMSRANE WMU FU -13 CLAY UNER (SEE NOTE A BACKFILL WITH GENERAL EARTH FILL SECTION iH1 CONNECTION TO TEMPORARY SUAP BHT 3 Nis (SEE NOTE 3,6) DETAIL X31 Nn NOTES: 1. OVERLAP EXISTING UNDAMAGED GEOTEXTILE AND WMU FLLit GEOTEXTILE A MINIMUM OF 2 FEET, 2. KEY NEW CLAY LINER INTO EXISTING CLAY LINER. 3. PUMP LEACHATE OUT OF WMU FLA0 SUMP PRIOR TO REMOVAL. 4. CONNECT EXISTING AND MU FLL13 PIPE USING APPROPRIATE COUPLING. S. THE CONTRACTOR SHALL CREATE A TEMPORARY SUMP FOR THE EXISTING LEACHATE COLLECTION SYSTEM. THE TEMPORARY SUMP SHALL BE USED BETWEEN THE TIME THE EXISTING TANK IS REMOVED AND THE CONNECTION TO WMU FW31S MADE. THE TEMPORARY SUMP MAYBE CREATED BY PLACING PIPE UNDER THE EXISTING GEOMEMBRANE ON THE DOWNSTREAM SIDE OF THE EXISTING PIPE TO CREATE A BARRIER ANDIOR CREATING A "POCKET" DOWNSTREAM OF THE EXISTING PIPE USING HDPE GEOMEMBRANE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONVEYING THE COLLECTED LEACHATE FROM THE TEMPORARY SUMP TO THE ONSITE LEACHATE POND.