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SEE DETAIL r2""\ -- ---- -------- SHT 6 WMU FU-WWELD EXISTING PROTECTIVE / 60-rtll DOUBLE TEXTURED 3' 644W1 DOUBLE TEXTURED\ OPERATIONS LAYER PROTECTIVE / HDPE GEOMEMBRANE MIN / HOPE GEOMEMBRANE GEOCOMPOSITE (SEE NOTE 1) OPERATIONS LAYER if _ bi DRAINAGE NET 6'PERFORATED FILTER GEOTEXTILE ' COLLECTION PIPE u HDPE LEACHATE _ GRANULAR DRAINAGE 1 1'MIN // \ MATERIAL WMU FU-08 2 EXISTING CLAY LINER MIN CLAY LINER (NOTE 8) (NOTE 8) / APPROX2 - ------ --------� .: v 1'MIN Q GEOSYNTHETIC 1'MIN CLAY LINER o' ———— EDGE OF EXISTING GEOMEMBRANE 5 MIN 7 MIN o JI 11 T MIN _ 10, 11� APPROX 60-ml SINGLE TEXTURED 1 60 rtff DOUBLE TEXTURED _ EXTRUSION WELD / GEOTEXTILE FiLTF.'.R FILL SLOPE HDPE GEOMEMBRANE HDPE GEOMEMBRANE m (SEE NOTE 2) \ PROTECTIVE PLYWOOD REMOVE SHEETING AND �� - :Lti � c / CLAY LINER OPERATION LAYER PROTECTIVE GEOTEXTILE F.X+STING PROTECTIVE o 10'MIN APPROX 1Y FILTER GEOTEXTILE GENERAL OPERATIONS LAYER U) CUSHION (SEE NOTE 7) \ / 3 GEOTEXTILE z; J E9Ri'Hr€€..L PROX SECTION .__z.: �_�ra i. NORTH SIDE SLOPE LINER-BASE LINER TRANSITION S� ...... DRAINAGE z._— 1` NTS MATERIAL VARIES `�—F--—�''-. _... _—....,—....._.._.._.—......._. 2 R'EN CLAY LINER CUSHION �^EDGE O= ,t EXISTING ¢ p GEOTEXTILE FX€S T'NG 60-"DOUBLE TEXTURED CLAY LINER ��L':X€STi2dG GRANULAR DRAINAGE O� m €.A T ERIAL PROTECTIVE HOPE GEOMEMBRANE CUS€.IO i 1 \" acv - PLASTICCOVERING GEJ:XTILE EXIS PG z f=mz to I (BY OWNER) �� ..8?-nai'L OUBLE TEXTURED Z tom/)� 000 BENCH BERM GEOCOMPOSfTE (NOTE 3) WMU FU-08 WMU FU- -HOPE GEOVE BRANE DRAINAGE NET P x€s''€NG a SECTION ' CLAY LINER17 Qo N 2% CONN TO EXISTING LINER SYSTEM BHT 3 N z ai 3 N,Z._.__ NTS rn¢ L 1 60 and SINGLE SIDE TEXTURED rn o_ HDPE GEOMEMBRANE ✓ GEOSYNTHETIC al 5 MIN CLAY LINER z 4 2 NOTES: W z iT o 15 MSN 1.THE FIRST 10'OF SIDE SLOPE PROTECTIVE OPERATION LAYER SHALL BE PLACED Z Lu SUBGRADE FILL OR BY THE CONTRACTOR USING A WHEELED LOADER WITH NO EQUIPMENT LOADING ON < � EXISTING GRADE SUBGRADE FILL THE SLOPE.SUBSEQUENT LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER Z v 3 a SHALL BE PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT TO A W a a CL MAXIMUM HEIGHT OF 1(Y ABOVE THE LEVEL OF REFUSE.SUBSEQUENT LIFTS SHALL (p Z ALSO BE PLACED WITH A WHEELED LOADER SECTION / t7 \ 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCE_ J o 6 J SLOPE BENCH BHT 3.4 0 Z NTS 3. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSITE DRAINAGE NET.THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED(BY OWNER) BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSME V) DRAINAGE NEC.THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED W 60-MU TEXTURED GC-OCOMPOSCCE IN CONJUNCTION WITH WASTE PLACEMENT(BY OWNER).TO A MAXIMUM HEIGHT OF 10' N HOPE GEOMEMBRANE DRAINAGE NET ABOVE THE LEVEL OF REFUSE.THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS (SEE NOTE 5) (SEE NOTE 4) LAYER USING A WHEEL LOADER,WITH NO EQUIPMENT LOADING ON THE SLOPE.OWNER J a SHALL PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING.TEMPORARY J J T MIN f C C5 Oh3PO517= ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER o F i 00 DRAINAGE NET Z O W a 4. OVERLAP NEN/WMU FU-08 GEOCOMPOSITE DRAINAGE NEC AND EXISTING UNDAMAGED _ _fli _ WMU FU-06 GEOCOMPOSITE DRAINAGE NET A MINIMUM OF3 FEET AND SLAM. Z Lj ®_ of 1 _1' 1— 11 `S0 ratil TcX(LIMED 5. CONTINUALLY WELD NEW,WMU FU-08 HDPE GEOMEMBRANE TO EXISTING UNDAMAGED Q p ¢Q m GEOSYNTHETiC , HOPE GEOMEMBRANE WMU FUS HDPE GEOMEMBRANE. Z 0- CLAY LINER ? SUBGRAL?E 0 O Z (SEE NOTE 6) FILL i GEO'--NTHETIC 6. OVERLAP NEW WMU FU-08 GEOSYNTHETIC CLAY LINER AND EXISTING UNDAMAGED WMU FU-06 Q $......�...._ L_e $ CLAY L':NER U GEOSYNTHETIC CLAY LINER A MINIMUM OF 3 FEET. w BACKFILL4i1TI�L i V) F" SLURRY CEME?.Nr MIN M;XTUF3E 7. OVERLAP EXISTING UNDAMAGED GEOTEXTILE AND WMU FU-08 GEOTEXTILE A MINIMUM OF 2 FEET. ® WMU FU-08 I WMU FU-06 8. KEY NEW CLAY LINER INTO EXISTING CLAY LINER W Q. SECTION SIDE SLOPE LINER CONNECTION SHT3.4 $heetZOf11 NTS Rev LL