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r I <br /> I I <br /> I TRANSITION ZONE I <br /> SLOTTED HDPE <br /> It PIPE IN GRAVEL <br /> 15' MIN BENCH <br /> 5' MIN GEONET DRAINAGE BARRIER LAYER <br /> STRIPS PLACED 40-MIL VFPE '. <br /> AS NECESSARY GEOMEMBRANE <br /> FOUNDATION <br /> LAYER �. <br /> 1 FOOT VEGETATIVE <br /> EXISTING LAYER 1 <br /> 3 <br /> 2 _ 7724"1-1 2" <br /> i <br /> i <br /> � 1 <br /> ANCHOR TRENCH REFUSE <br /> i WRAP GEOTEXTILE <br /> AROUND DRAIN GRAVEL <br /> I AND SEW <br /> I <br /> EXISTING CLOSURE STAGE ( FUTURE CLOSURE STAGE <br /> s <br /> FIGURE 9 <br /> (909) 860-7777FORWARD LANDFILL JOB NO. <br /> 20010300-230 <br /> DATE <br /> gm /17/03 <br /> BRYAN A. STIRRAT & AssoCiATEs FINAL COVER TRANSITION BETWEEN LINED AREA STAGES DRAWN BY <br /> CIVIL AND ENVIRONMENTAL ENGINEERS TYPICAL BENCH DETAIL M.T.B. <br /> 1360 VALLEY VISTA DRIVE DIAMOND BAR, CA 91765 <br /> FILE NAME: <br /> 171761DB.DWG <br />