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3' MIN. <br />�1 <br />2.5 COMPACT <br />AS STRUCTURAL FILL ON � <br />D1 <br />2.5 <br />�1 <br />2.5 <br />�DOWNGRADIENT <br />SIDE OF CHANNEL <br />r W _� <br />DIVERSION <br />37.5 <br />cfs <br />ft <br />CHANNEL <br />ft <br />NOTE: <br />R1 <br />EARTHEN LINER <br />2240 <br />1. THICKNESS AND GRADATION OF <br />DIVERSION CHANNEL EARTHEN LINER <br />12.0 <br />R4 <br />TO BE IDENTIFIED AS PART OF <br />FINAL DESIGN. <br />0.0050 <br />2.5 <br />TYPICAL EARTH UNED CHANNEL SECTION <br />R5 <br />5 <br />NOT TO <br />SCALE <br />3.5 <br />EMBANKMENT CREST <br />SPILLWAY <br />10.0' <br />OF kM <br />Approximete Chennel Dimensions <br />- Eerth Lined <br />Channel Reach <br />Flow <br />Length <br />Slope <br />D1 <br />W <br />37.5 <br />cfs <br />ft <br />ft ft <br />ft <br />ft <br />R1 <br />436.0 <br />2240 <br />0.0025 <br />5.5 <br />12.0 <br />R4 <br />25.0 <br />1500 <br />0.0050 <br />2.5 <br />3.0 <br />R5 <br />209.0 <br />1870 <br />0.0050 <br />3.5 <br />15.0 <br />R8 <br />7.0 <br />820 <br />0.0050 <br />1.5 <br />3.0 <br />R14 <br />18.0 <br />1640 <br />0.0550 <br />1.5 <br />12.0 <br />R15 <br />53.0 <br />3000 <br />0.1000 <br />1.5 <br />70.0 <br />R16 <br />84.0 <br />1800 <br />0.0111 <br />2.0 <br />14.0 <br />R19 <br />17.0 <br />3000 <br />0.0070 <br />2.0 <br />10.0 <br />R20 <br />29.0 <br />1450 <br />0.0340 <br />1.5 <br />14.0 <br />R21 <br />181.0 <br />1613 <br />0.0015 <br />4.5 <br />8.0 <br />R24 <br />3.0 <br />1900 <br />0.1000 <br />1.5 <br />3.0 <br />R25 <br />10.0 <br />645 <br />0.0388 <br />1.5 <br />5.0 <br />R26 <br />55.0 <br />750 <br />0.0100 <br />2.5 <br />5.0 <br />R28 <br />119.0 <br />1790 <br />0.0400 <br />1.5 <br />70.0 <br />R29 <br />159.0 <br />8500 <br />0.0050 <br />3.5 <br />8.0 <br />3' MIN. / <br />/ <br />2.5 -- <br />COMPACT AS STRUCTURAL FILL ON =" <br />DOWNGRADIENT SIDE OF CHANNEL / / I W <br />_ EXISTING GROUND <br />NOTE: <br />1. ALL RIPRAP LINED CHANNELS SHALL HAVE A RIPRAP MINIMUM <br />THICKNESS OF 2 TIMES THE D50 <br />TYPICAL RIPRAP CHANNEL SECTION <br />_ ___ SEDIMENT POND WATER STORAGE AREA <br />D3 S1 � <br />�1 5 <br />A roxi-nete Beein Dimenclone (Note 11 <br />Required Capacity <br />ac -ft <br />Pond <br />Drains e <br />I D3 <br />S1 <br />1 <br />Bateman <br />37.5 <br />3:1 <br />35.44 <br />2 <br />Squaw <br />9.5 <br />2.5:1 <br />7.02 <br />3 <br />Poverty A <br />6 <br />2.5:1 <br />1.16 <br />4 <br />Poverty B <br />8 <br />2.5:1 <br />3.63 <br />5 <br />Grassy <br />9.5 <br />2.5:1 <br />1 20.42 <br />NOTES: <br />1. SEDIMENT DETENTION BASIN AND WATER DEPTHS ASSUME BASE OF POND <br />IS FLAT. <br />TYPICAL SEDIMENT DETENTION BASIN EMBANKMENT DETAIL <br />NOT TO SCALE <br />Reach <br />Minimum. radius <br />RipRap <br />Minimum <br />Depth <br />D <br />of bend <br />Type <br />RipRap Thickness <br />(cfs) <br />(ft) <br />ft <br />(ftf <br />in <br />ft <br />R29 <br />40 <br />VL <br />12 <br />3.5 <br />R16 <br />40 <br />VL <br />12 <br />2.0 <br />NOT TO SCALE <br />PLANT VIEW <br />DEPTH <br />1 <br />SECTION A -A' <br />A' <br />5 <br />R <br />1 <br />RIPRAP THICKNESS <br />2 x D50 <br />A roxi-nete Chennel Dimension - RI. Re <br />Channel Reach <br />Flow <br />Length <br />Slope <br />D <br />W <br />RIPRAP <br />(cfs) <br />(ft) <br />(ft /ft) <br />(ftf <br />(ft) <br />TYPE <br />R6 <br />11.0 <br />1050 <br />0.219 <br />1.50 <br />3.0 <br />VL <br />R7 <br />169.0 <br />2010 <br />0.100 <br />2.50 <br />8.0 <br />VL <br />R17 <br />20.0 <br />2500 <br />.050 <br />2.00 <br />3.0 <br />VL <br />R22 <br />199.0 <br />900 <br />0.179 <br />2.00 <br />11.0 <br />VL <br />R23 <br />18.0 <br />1330 <br />0.301 <br />1.50 <br />3.0 <br />VL <br />R9 <br />55.0 <br />525 <br />0.295 <br />2.00 <br />3.0 <br />VL <br />R10 <br />49.0 <br />2290 <br />0.277 <br />2.00 <br />3.0 <br />VL <br />R12 <br />29.0 <br />1500 <br />0.136 <br />2.00 <br />3.0 <br />VL <br />R13 <br />27.0 <br />700 <br />0.157 <br />2.00 <br />3.0 <br />VL <br />R18 <br />139.0 <br />1800 <br />0.056 <br />2.50 <br />12.0 <br />VL <br />TYPICAL ARMORED CHANNEL BEND <br />NOT TO SCALE <br />RlpRep Size Schedule <br />PERCENT <br />AVERAGE <br />SMALLER THAN <br />ROCK <br />RIPRAP <br />GIVEN SIZE BY <br />DIMENSION <br />D50 DIA <br />DISIGNATION <br />DIMENSION <br />(INCHES) <br />(INCHES) <br />TYPE VL <br />70 -100 <br />12 <br />50 -70 <br />9 <br />6 <br />35 -50 <br />6 <br />2 -10 <br />2 <br />Permit k M- 1980 -244 <br />V <br />Amendement No. 8 March r, 2000 <br />MAID `.' '1 1000 <br />1 111111 IIIII IIIII IIIII IIIII IIII IIII <br />19537 <br />