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<br /> <br />s1PPROX/MATE FREEBOARD <br />EX/S T/NG <br />GROUND - <br />SURFACE <br />IL_ o I <br />2 2 <br />~"' B ~ ~ R/PRAP <br />(WHERE REOU/REDI <br />TYP/CAL CHANNEL SECT/ON <br />SCALE: I'.5' <br />• <br /> DESIGN BOTTOM FLOW FREE- R/PR,4P <br /> <br />D/TCM <br />SECTION <br />FLOW <br />W/OTH M.4NMNG5 CHANNEL <br />DEPTH, V£L OC/TY <br />BOdRD <br />D30 <br /> N SL OPE /X/ IFPS/ <br /> /CFSI B/FT/ grFT/ /FTJ //NCNES/ <br />YVE ST <br />REFUSE A 12.90 0 0.04 0.5 1.7 2.2 0.3 NR <br />COLLECTION B 12.90 0 0.04 1.9 1.3 3.6 0.3 NR <br />DITCH C 12.90 0 0.04 4.0 1.2 a.B 0.3 8 <br />NORTH <br />REFUSE A 22.51 5.0 0.04 3.6 0.7 4.8 0.3 8 <br /> <br />COLLECTION B 32.67 B.O 0.04 3.6 0.7 5.0 0.3 NR <br />DITCH C 42.13 2.0 0.04 3.6 1.4 6.2 0.3 8 <br /> <br />TH A 21.61 S.O 0.04 1.4 0.9 3.4 0.3 NR <br />SOU <br />REFUSE B 23.x8 5.0 0.04 2.2 0.9 4.1 0.3 NR <br />COLLECTION ~ 28.75 B.S 0.04 4.4 0.6 S.0 0.3 NR <br />DITCH <br /> D 41.57 S.0 0.04 S.0 0.9 6.S 0.3 9.5 <br />8-INCH RIPRAP WILL BE PLACED AT THE JUNCTION OF THE WEST AND <br />NORTH REFUSE COLLECTION DITCHES TO PREVENT EROSION AT THE <br />CHANNEL BEND. <br />DES/GN COND/T/ONS <br />NOTE: REFER TO EXHIBIT A, REFUSE DISPOSAL AREA DRAINAGE <br />PLAN, FOR DITCH LOCATIONS. <br /> <br />DES/GN DETA/L - REFUSE COLLECTION D/TCHES <br />F/GORE 3 <br />-12- <br />