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GEOCOMPOSITE
<br /> DRAINAGE NE i
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<br /> COWERING (BY OIWN EM' TERMINATION
<br /> (N(3 r, ::'. r, t BERM -
<br /> PROTECTIVE
<br /> EXISTING
<br /> OPERATIONS LAYER 2
<br /> INTERIM COVER
<br /> ORA ! a x l 1 V MIN (BY CONTRACTOR) 1 _ Z
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<br /> VARIES
<br /> 1 /- NOTES:
<br /> (VARIES) RAE
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<br /> PLYWOD O �Y a 60 M,it SICUGLIE
<br /> GEOSYNTHETIC 1. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING ,.- ham_,
<br /> CLAY LINER — `� OVER THE GEOCOMPOSITE DRAINAGE NET. THE PROTECTIVE TEXTURED HDPE
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<br /> 60-MIL SINGLE PLASTIC COVERING SHALL BE REMOVED (BY OWNER) GEOMEMBRANE v
<br /> BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED - (SEE NOTE 2)
<br /> TEXTURED HDPE
<br /> GEOMEMBRANE THE GEOCOMPOSITE DRAINAGE NET. THE SIDE THICKNESS — GEOSYNTHETIC
<br /> SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED VARIES `
<br /> CLAY LINER
<br /> SUBGRADE FILL IN CONJUNCTION WITH WASTE PLACEMENT (BY OWNER).
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<br /> TO A MAXIMUM HEIGHT OF 10 ABOVE THE LEVEL OF REFUSE. SUBGRADE FILL
<br /> APPROXIMATE EXISTING AUSTIN ROAD fy
<br /> EXISTING AUSTIN THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS LAYER LANDFILL COVER
<br /> ROAD COVER AND USING A WHEEL LOADER, WITH NO EQUIPMENT LOADING ON THE AND REFUSE
<br /> REFUSE SLOPE. OWNER SHALL PROVIDE TEMPORARY ANCHORING OF (SEE NOTE 3)
<br /> SECTIO
<br /> �� PROTECTIVE PLASTIC COVERING. TEMPORARY v
<br /> SECTION ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. PLAN I� TAI L Q
<br /> 2. USE SINGLE SIDE TEXTURED HDPE GEOMEMBRANE WITH TEXTURED SIDE
<br /> INTERFACE LINER CONNECTION TO TOP DECK SWT 9 PLACED AGAINST GEOSYNTHETIC CLAY LINER. INTERFACE LINER DETAIL SHT 9
<br /> NTS NTS
<br /> 3. BELOW APPROX. ELEVATION 35', THE MATERIAL UNDERLYING THE ,
<br /> INTERFACE LINER IS EITHER NATIVE GROUND OR GENERAL EARTH FILL o
<br /> AND NO SUBGRADE FILL IS REQUIRED. F
<br /> PROPERTY
<br /> BOUNDARY DRAINAGE
<br /> SWALE tz
<br /> PROPERTY ALTERNATE EXCAVATION PROPERTY` 19' 20' 11' u
<br /> BOUNDARY SECTION WHERE INDICATED BOUNDARY
<br /> 19.5 9.5' ' SOUTH LINER E
<br /> ROAD 8' 7' 15' VARIES TERMINATION 6
<br /> I BERM. .. BERM. 1% BERM �
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<br /> 4 4 32 ROAD G
<br /> 1 r- 2 PER 6 GRADED EARTH V—DITCH 2 ..__ Q Lo
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<br /> 1r2 2 2 2 AT 0.50 % VARIES FROM
<br /> ' 0.5' DEEP TO 30' DEEP 15' WIDE 8" CMB WITH1 VVMU FII-03 - � N
<br /> ADDITIONAL EARTH
<br /> _�. ._ ._ ..... _ _. . . �_ - __ m.. _ 8 OZ SY GEOTEXTILE00
<br /> ���� �� ` FILL TO BE PLACED BY _ a Z3 <t
<br /> 8" THICK CMB 8"1 EARTHWORK CONTRACTOR 8" THICK CMB ���� � , 9> �, UNDERLAYMENT ACCESS ROAD ry
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<br /> ROAD WITH $ OZ/SY �� �` j �� ROAD WITH 8 OZ/SY 3z �
<br /> GEOTEXTILE UNDERLAYMENT cam, GEOTEXTILE UNDERLAYMENT *\/\/ %��� �� ����y�� O.5 J�
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<br /> 15-FOOT LEACHATE PONDf� S1LTIN+G
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<br /> 1 15-FOOT LEACHATE. POND/DESILTI BASIN ACCESS ROAD BASIN ACCESS ROAD AT Wl�JIl.!___ l/
<br /> 2-FOOT LANDFILL ACCESS ROAD S SS
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<br /> BERM TO ROAD Exp. 12«31.0 w
<br /> DRAINAGE SWALE IVIL,
<br /> TRANSITION
<br /> ACCESS ROAD PLA 2 Sheets ofd , '
<br /> SCALE: 1 "=100' Rev
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