Laserfiche WebLink
( <br /> f TRANSITION ZONE I <br /> f ( SLOTTED HDPE <br /> f ( <br /> 15' MIN BENCH PIPE IN GRAVEL <br /> ! <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 \\ j LAYER <br /> 6. <br /> 24 2" <br /> ANCHOR\TRENCH. REFUSE, v` <br /> WRAP GEOTEXTILE <br /> f AROUND DRAIN GRAVEL <br /> ( AND SEW <br /> f <br /> EXISTING CLOSURE STAGE ( FUTURE CLOSURE STAGE <br /> f <br /> I <br /> FIGURE 9 <br /> (909) 860-7777 FORWARD LANDFILL Jos <br /> 2003.03.03 <br /> [uAl00-230 <br /> DATE <br /> BRYAN A. STIRRAT & ASSOCIATEs FINAL COVER TRANSITION BETWEEN LINED AREA STAGES DRAWN/03 BY <br /> CIVIL AND ENVIRONMENTAL ENGINEERS M.T.B. <br /> 1360 VALLEY VISTA DRIVE DIAMOND BAR, CA 91765 TYPICAL BENCH DETAIL <br /> PILE NAME! <br /> 17176108.DWG <br />