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36' CULVERT <br /> SZ OCTAL 2 <br /> _...__ <br /> ..... ....... <br /> ------------------------ <br /> ------------------- <br /> LL) <br /> I --------—————————- <br /> j <br /> L <br /> S: ­ :11 " V__ <br /> -————-440—, <br /> u <br /> WETL <br /> oobn <br /> N <br /> ........... <br /> FffRANbE ROAD ——----- <br /> ———— 10, <br /> ell <br /> N <br /> PERIMETER CHANNEL <br /> SEE OCTAL I <br /> -- -- ---------- <br /> —---—————— <br /> 7 <br /> C ZTT <br /> TI I <br /> 114 L <br /> 'T' I <br /> 'I <br /> ————————---———— — <br /> ———————————————— <br /> 9,v WETLANDS AREA ------- . .......... ...... <br /> PERIMETER <br /> — ————-s---- <br /> + <br /> 1 0———————— —-„�, 80 T—F-————— —— — L <br /> 0, <br /> —s <br /> If <br /> 00 <br /> 4 o 1,, 200 800 1 <br /> to, ——————— <br /> -490-1. —4 <br /> 77 <br /> 17 <br /> J <br /> /APPROXIMATE SCALE: finch 400 ft. <br /> ON <br /> DRAINAGE BER <br /> SEE OCTAL 3 <br /> j <br /> GVERSIDE DRAIN <br /> SEE DEIALS 4 3 <br /> 1, -Z� <br /> 7- <br /> < <br /> Till <br /> ........... <br /> 24' CULVERT OVERSIDE DRAIN <br /> SM OCIAL 2 SEE OErAU 4&5 13VERSIDE DRAIN <br /> SEE DETAU 4&5 <br /> OVERSIDE DRAIN <br /> NOTES: SEE WFAU 4&5 <br /> 1.ALL DETAILS SHOWN ON PLATE 17 <br /> SITE BOUNDARY <br /> 2.THE STORMWATER AT CLOSURE <br /> WILL DRAIN TO THE WETLANDS <br /> X X FENCE AREAS. THE WETLANDS WILL ACT AS <br /> —————— FINAL DESIGN GRADE DETENTION BASINS. STORMWATER <br /> WILL NOT FLOW OFFSITE. <br /> AERIAL TOPOGRAPHIC MAP:FLOWN ON 6/14/04,PREPARED BY SIEGFRIED ENGINEER <br /> LANDFILL FOOTPRINT DRAINAGE PLAN PLATE <br /> C_ <br /> < < DRAINAGE CHANNEL knKLEI N F E L D E R NORTH COUNTY RECYCLING CENTER 16 <br /> Drawn By: D.ROSS Date: 11/19/2004 AND SANITARY LANDFILL <br /> Project No.: 47717 Filename: 4771716 Drainage SAN JOAQUIN COUNTY, CA <br /> 01(leinfelder, Inc. 2004 <br />