•
<br />•
<br />SEDCAD 4 for Windows
<br />(`nn, A o Sooa -gnrv7 %3-s. I Crh-k
<br />Stru
<br />#
<br />SWS
<br />#
<br />Soil K
<br />L (ft)
<br />S ( 0 /0)
<br />C
<br />P
<br />PS #
<br />Sediment
<br />(tons)
<br />Peak
<br />Sediment
<br />Conc.
<br />(mg /1)
<br />Peak
<br />Settleable
<br />Conc
<br />(mi/I)
<br />24VW
<br />(m1 /I)
<br />(ft)
<br />2
<br />0.310
<br />2,202.00
<br />6.00
<br />0.0700
<br />0.9000
<br />1
<br />38.6
<br />30,389
<br />7.46
<br />3.69
<br />flowing streams
<br />1,802.8
<br />566,819
<br />240.82
<br />92.48
<br />#1!
<br />1
<br />0.310
<br />250.00
<br />15.00
<br />1.0000
<br />0.9000
<br />1.
<br />1,170.5
<br />528,340
<br />226.46
<br />130.14
<br />2
<br />0.310
<br />788.00
<br />3.00
<br />0.0700
<br />0.9000
<br />1
<br />0.5
<br />7,335
<br />3.14
<br />1.18
<br />3
<br />0.310
<br />250.00
<br />13.00
<br />1.0000
<br />0.9000
<br />1
<br />887.3
<br />452,492
<br />193.95
<br />110.52
<br />4
<br />0.310
<br />714.00
<br />5.00
<br />0.0700
<br />0.9000
<br />1
<br />0.7
<br />15,493
<br />6.64
<br />2.79
<br />0.020
<br />#3
<br />2
<br />8. Large gullies, diversions, and low
<br />10.00
<br />47,158.9
<br />752,526
<br />320,18
<br />134.18
<br />#10
<br />1
<br />0.001
<br />0.00
<br />0.00
<br />0.0010
<br />019000
<br />1
<br />0.0
<br />0
<br />0.00
<br />0.00
<br />2
<br />0.310
<br />250.00
<br />18.00
<br />1.0000
<br />0.9000
<br />1
<br />2,438.8
<br />652,499
<br />279.68
<br />163.07
<br />3
<br />0,310
<br />278.00
<br />1.00
<br />0.0700
<br />0.9000
<br />1
<br />0.0
<br />1,831
<br />0.78
<br />0.29
<br />4
<br />0.310
<br />250.00
<br />12.00
<br />1.0000
<br />0.9000
<br />10.70
<br />1,707.4
<br />443,406
<br />190.06
<br />108.19
<br />5
<br />0.310
<br />533.00
<br />2.00
<br />0.0700
<br />0.9000
<br />1
<br />0.6
<br />4,878
<br />2.09
<br />0.79
<br />0.038
<br />#5
<br />2
<br />8. Large gullies, diversions, and low
<br />8,70
<br />54,754.5
<br />784,169
<br />333.99
<br />126.47
<br />#2
<br />�',
<br />flowing streams
<br />0.0
<br />5
<br />0.00
<br />0.00
<br />#1
<br />1
<br />0,310
<br />880.00
<br />22.00
<br />0.1000
<br />0.9000
<br />1
<br />702.2
<br />243,148
<br />71.88
<br />35.89
<br />2
<br />0.310
<br />1,256.00
<br />19.00
<br />0.0700
<br />0.9000
<br />1
<br />215.6
<br />206,310
<br />88.43
<br />34.69
<br />71
<br />10,276.8
<br />606,886
<br />242,11
<br />37.97
<br />Subwatershed Time of Concentration Details:
<br />rM
<br />Stru
<br />SWS
<br />Land Flow Condition
<br />Slope (0 /4)
<br />Vert. Dist.
<br />Horiz. Dist.
<br />(ft)
<br />Velocity
<br />(fps)
<br />Time (hrs)
<br />#
<br />#
<br />(ft)
<br />#1
<br />1
<br />8. Large gullles, diversions, and low
<br />9,00
<br />510.93
<br />5,677.00
<br />9.000
<br />0.175
<br />flowing streams
<br />#1
<br />1
<br />Time of Concentration:
<br />0.175
<br />#1
<br />2
<br />8. Large gullies, diversions, and low
<br />16.00
<br />272.63
<br />1,704.00
<br />12,000
<br />0.039
<br />flowing streams
<br />#1
<br />2
<br />Time of Concentration:
<br />0.039
<br />#3
<br />1
<br />8. Large gullies, dverslons, and low
<br />32.00
<br />400.96
<br />1,253.00
<br />16.970
<br />0.020
<br />flowing streams
<br />#3
<br />1
<br />Time of Concentration:
<br />0.020
<br />#3
<br />2
<br />8. Large gullies, diversions, and low
<br />10.00
<br />518.00
<br />5,180.00
<br />9.480
<br />0.151
<br />flowing streams
<br />#3
<br />2
<br />Time of Concentration:
<br />0.151
<br />#4
<br />1
<br />8. Large gullies, diversions, and low
<br />19.00
<br />278,91
<br />1,468.00
<br />13.070
<br />0.031
<br />flowing streams
<br />#4
<br />1
<br />Time of Concentration:
<br />0.031
<br />#5
<br />1
<br />8• Large gullies, diversions, and low
<br />10.70
<br />145.30
<br />1,358.00
<br />9.810
<br />0.038
<br />flowing streams
<br />#5
<br />1
<br />Time of Concentration:
<br />0.038
<br />#5
<br />2
<br />8. Large gullies, diversions, and low
<br />8,70
<br />174.31
<br />2,003.60
<br />8,840
<br />0.062
<br />flowing streams
<br />61
<br />Rename: 25 -year Coilom_Ponds Without Rlser).so4 Printed 01 -20 -2009
<br />Exh. 7 -23A -1.12 Revision Date: 12/15/10
<br />Revision No.: PR -03
<br />
|