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IN/OUT :3..5q===161.24 • <br />~Kxx~ci~x:kW*~c:K**~x.vx%'W**:K:K*~K:K**W,KWW:KY:W.:KW*x*W*W*WW*W***:kWx:%:K*x::k**:K~KW**:KA~*V~*M~WW*:KW.~K <br />J2, B1, S3 <br />CHEC~.DAMS R10 TO #13 <br />Drainaae Area from J2, B1, S3 10 acres <br />Total Centributing Drainage Area: 731 acres <br />MATERIAL: RocE: Riprap <br />Trape~cidal Riprap C;~annel <br />Steep Slope Design <br />Design Bottom ttannin3's <br />Discharge Fvidth ZLeft ZRigrit Slope n <br />(Cfs) (ft) (col <br />_________________________________________________ <br />_________________________________________________ <br />161.2 10.0 ~.0:1 _.0:' 18.3 O.la3 <br />Top Hydraulic ~rouda <br />Depth Velocity Ylidtn Raotus Number <br />(ft) (fps) (f±) <br />C.76 11.25 ts.u 0.651 2.42 <br />----UMax---- ----D50---- ----D10---- • <br />(ft) (in) (f t) iin) (ft) (in) <br />------------------------------------------- <br />------------------------------------------ <br />2.i° 26.25 1.75 21.60 0.58 7.00 <br />P.unoff Peak <br />Volume Discharge <br />(ac-i~t) (cfs) <br />----------------------- <br />----------------------- <br />IN/OUT 33.54 161.24 <br />J2, B1, S4 <br />CHECKDAMS #10 TO #13 <br />Drainage Area from J2, B1, S4 t0 acres <br />Total Contributing Drainage Area: 731 acres <br />MATERIAL: Rock Riprap <br />Trapezoidal Riprap CI-:annel <br />Steep ::lcpe Design <br />Design Bottom P4annlnq'~ <br />Discharge width Left ZRight Slope n <br />(cfs) (ftl (°~) <br />Top Hydraulic `rouoe <br />Depth Velocity Width Radius Number <br />(ft) (fpsj (ft) <br />----------------------------------------------- <br />1 JO---------------'J-`----------nF--------35 <br />