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DESIGN FREEBOARD \1 ln- - _ - _ _ - - - - <br />DESIGN FLOW DEPTH <br />11" <br />FREEBOARD <br />6" FL( <br />G <br />w <br />m <br />z <br />U <br />w <br />O <br />cr <br />a- <br />w <br />J <br />LL <br />D <br />Q <br />U <br />Q <br />B <br />TOTAL DEPTH <br />C <br />COLLECTION AND DIVERSION DITCH TYPICAL DETAIL <br />NOT TO SCALE <br />CHANNEL AND RIP RAP DIMENSIONS <br />SLOPE <br />A <br />B <br />C <br />RIP RAP <br />DITCH <br />I %) <br />IF T) <br />(FT) <br />(FT) <br />D5o (in.) <br />HCD -1 <br />2 -8 <br />0.5 <br />0.8 <br />2.6 <br />t5 <br />JRedmond <br />9 -19 <br />0.4 <br />0.7 <br />2.2 <br />3 <br />HCD -2 <br />1 -2 <br />1.2 <br />1.5 <br />3.9 <br />1,5 <br />HUBBA RD CREEK FANSITE <br />3 -9 <br />1.0 <br />1.3 <br />3.6 <br />3 <br />As Noted <br />10 -35 <br />0.8 <br />1.1 <br />3.1 <br />6 <br />HCD -3 <br />0.5 <br />1.4 <br />1.7 <br />4.4 <br />1.5 <br />HCD -4 <br />6 -8 <br />0.4 <br />0 7 <br />2.4 <br />1.5 <br />9 -11 <br />0.4 <br />0.7 <br />2.2 <br />3 <br />. . I � &r <br />24" CMP <br />DETAIL 1 - CALIFORNIA CROSSING CROSS- SECTION <br />NOT TO SCALE <br />7� <br />6,339.5' - - - - - - - - - - ---F <br />WATER FLOW <br />6,338.7' � n <br />2.4' 1 <br />RIPRAP Dec = 4" J <br />6,337.1' <br />1 v + 1 <br />1 4 <br />2.0 <br />P] <br />5' <br />Pi i wnp Pnnl r.Rnss- SFCTION <br />2.05 -M5J <br />NOT TO SCALE <br />E <br />F <br />F' <br />EMERGENCY SPILLWAY CROSS- SECTION <br />NOT TO SCALE <br />2.05 -M5J-/ � \-2.05 -M5J <br />EMERGENCY SPILLWAY <br />INV= 6329.95' <br />SECONDARY SPILLWAY <br />12" CMP <br />INV= 6329.34' <br />PRIMARY SPILLWAY <br />6" PVC <br />INV= 6329.2' <br />DETAIL 2 - SEDIMENT POND F DISCHARGE DETAIL <br />IVV I I V JVl1LL <br />NOTES: <br />1. Riprap Shall Consist of Hard, Dense, Rough <br />Fractured Stone as Nearly Cubical as Practicable. <br />Stone Shall be Well Graded in Order That The Voids <br />Can be Filled, and at Least 50 Percent of The Mass <br />Shall be Stone Equal to or Larger Than the <br />Specified Riprap size. <br />2. A Geotextile Fabric Shall be Placed Under all <br />Riprap. Use Trevira Spunbond Style 1114 or Equal. <br />2 V....RFQ��9F0 <br />28882 <br />PROFESSIONAL ENGINEER'S STATEMENT <br />1, John V Redmond, state that the changes <br />in revision, TR -49, dated 01105 was prepared <br />under my supervision and all the information <br />presented heron is true and correct to the best <br />of my knowledge and information. <br />Dote John V. Redmond, CO P.E. 29882 <br />I <br />a <br />TR -49 <br />01105 <br />D.Gallery <br />D.Gatlery <br />JRedmond <br />REV. <br />No <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />REVIEWED AND <br />SIGNED BY <br />OXBOW P.O. Box 535 R. +w„r�IED <br />Somerset, CO. 81434 <br />PROJECT: ELK CREEK MINE Division of Minerals and Geol <br />DRAWING TITLE: <br />SEDIMENT POND F <br />HUBBA RD CREEK FANSITE <br />MWH <br />Sheet 2 Of 2 Sheets <br />SCALE: <br />DRAWING No. <br />As Noted <br />Z 0J -1rI5J <br />I <br />