Laserfiche WebLink
s <br />5 <br />0 <br />e <br />a <br />f <br />i <br />U SOU 1000 1500 2000 2500 <br />DISTANCE (FT) <br />[outs , Uuu JDOu 4000 <br />DISTANCE (FT) <br />SII PM -15 CHANNEL PROFILE <br />T YPICAL GRA VEL L INED CHANNEL <br />NOT TO SCALE <br />/0U0 <br />7000 <br />Slope <br />F <br />6900 <br />6900 <br />z <br />z <br />0 <br />0 <br />Channel <br />a <br />w <br />6800 <br />J <br />Flow (DI Inl <br />W <br />J <br />Iftl <br />6700 <br />s <br />5 <br />0 <br />e <br />a <br />f <br />i <br />U SOU 1000 1500 2000 2500 <br />DISTANCE (FT) <br />[outs , Uuu JDOu 4000 <br />DISTANCE (FT) <br />SII PM -15 CHANNEL PROFILE <br />T YPICAL GRA VEL L INED CHANNEL <br />NOT TO SCALE <br />/0U0 <br />Design Flow <br />Des! ,n <br />Slope <br />F <br />6900 <br />Depth of <br />Velocity <br />z <br />Total Depth <br />0 <br />Channel <br />6800 <br />w <br />IHaVI <br />Flow (DI Inl <br />Ifpsl <br />J <br />Iftl <br />w <br />6700 <br />19 and 121 <br />,c 4500 4732 <br />permit Number 'w el 005-- <br />Class: ermit , V / ( 20 ' faf 23 <br />_SectioNExhi_bR: U I _ 6 �G -- --- �1CrLrbs._- 7� - -' <br />i Class: O Revision ! <br />I__TYpe1S_eQ. ------------------------------------ <br />_.__ ._.__ -___J <br />Class: O -FRWpartff Hydro �Generel <br />Doc Type: _ o <br />OApplication (Coal only) t7 Bond EMorcement 0 Inspection <br />o <br />IM <br />SCALE IM <br />100' d 100• 200' <br />NONIZONTAL ! VERTICAL <br />NOTES: <br />1.) CHANNEL WAS DESIGNED TO SAFELY CONVEY RUNOFF RESULTING FROM THE <br />10 YEAR, 24 HOUR STORM EVENT. <br />2.) DESIGN FLOW ROUNDED TO NEAREST WHOLE CFS FROM SEDCAD HYDROLOGIC ANALYSIS. <br />3.1 DEPTH OF FLOW BASED ON MINIMUM GRADE. <br />4.) VELOCITY BASED ON MAXIMUM GRADE, <br />5.) CHANNEL TO BE GRAVEL LINED (3 INCH MINUS MA TERIA L). <br />Design Flow <br />Des! ,n <br />Slope <br />Bottom Width <br />Side Slope <br />Depth of <br />Velocity <br />Free0oar0 <br />Total Depth <br />Rlprep D50 <br />Channel <br />IXI <br />IBWI <br />IHaVI <br />Flow (DI Inl <br />Ifpsl <br />Iftl <br />1 <br />Iftl <br />lint <br />19 and 121 <br />(ft) <br />131 <br />lal <br />1 (5) <br />PM.15 <br />f <br />1 1 -6 <br />1 2 <br />3 <br />1 0.3 <br />7.92 <br />1 0.3 <br />as I <br />Gravel <br />NOTES: <br />1.) CHANNEL WAS DESIGNED TO SAFELY CONVEY RUNOFF RESULTING FROM THE <br />10 YEAR, 24 HOUR STORM EVENT. <br />2.) DESIGN FLOW ROUNDED TO NEAREST WHOLE CFS FROM SEDCAD HYDROLOGIC ANALYSIS. <br />3.1 DEPTH OF FLOW BASED ON MINIMUM GRADE. <br />4.) VELOCITY BASED ON MAXIMUM GRADE, <br />5.) CHANNEL TO BE GRAVEL LINED (3 INCH MINUS MA TERIA L). <br />