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C7
<br />SEDCAD 4 for Windows
<br />r-,..r,.m 400a .onm oe...ero i
<br />5# S
<br />#S
<br />Soil K
<br />L (ft)
<br />S(%)
<br />C
<br />P
<br />PS #
<br />Sediment
<br />(tons)
<br />Peak
<br />Sediment
<br />Conc.
<br />(mg/0
<br />Peak
<br />Settleable
<br />Conc
<br />(ml /1)
<br />24VW
<br />(ml /I)
<br />(ft)
<br />2
<br />0.310
<br />2,202.00
<br />6.00
<br />0.0700
<br />0.9000
<br />1
<br />5.9
<br />9,115
<br />2.87
<br />2.19
<br />flowing streams
<br />1,198.6
<br />573,587
<br />245.62
<br />110.36
<br />#11
<br />1
<br />0.310
<br />250.00
<br />15.00
<br />1.0000
<br />0.9000
<br />1
<br />791.3
<br />524,315
<br />224.74
<br />127.59
<br />2
<br />0.310
<br />788.00
<br />3.00
<br />0,0700
<br />0.9000
<br />1
<br />0.1
<br />1,540
<br />0.66
<br />0.44
<br />3
<br />0.310
<br />250.00
<br />13.00
<br />1.0000
<br />0.9000
<br />1
<br />599.8
<br />448,913
<br />192.42
<br />108.28
<br />4
<br />0.310
<br />714.00
<br />5.00
<br />0.0700
<br />0.9000
<br />1
<br />0.1
<br />3,475
<br />1.49
<br />1.04
<br />0.020
<br />#3
<br />2
<br />8. Large gullies, diversions, and low
<br />10.00
<br />31,737.0
<br />834,934
<br />355.45
<br />138.03
<br />#10
<br />1
<br />0.001
<br />0.00
<br />0.00
<br />0.0010
<br />0.9000
<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 />1,648.7
<br />647,839
<br />277.68
<br />160.06
<br />3
<br />0.310
<br />278.00
<br />1.00
<br />0.0700
<br />0.9000
<br />1
<br />0.0
<br />418
<br />0.18
<br />0.13
<br />4
<br />0.310
<br />250.00
<br />12.00
<br />1.0000
<br />0.9000
<br />1
<br />1,154.3
<br />439,883
<br />188.55
<br />105.99
<br />5
<br />0.310
<br />533.00
<br />2.00
<br />0.0700
<br />0.9000
<br />1
<br />0.1
<br />1,023
<br />0.44
<br />0.29
<br />0.038
<br />#5
<br />2
<br />8. Large gullies, diversions, and low
<br />8.70
<br />36,871.4
<br />849,548
<br />362.01
<br />129.10
<br />#2
<br />flowing streams
<br />0.0
<br />0
<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 />301.7
<br />212,932
<br />58.70
<br />28.52
<br />2
<br />0.310
<br />1,256.00
<br />19.00
<br />0.0700
<br />0.9000
<br />1
<br />26.6
<br />46,212
<br />19.81
<br />13.25
<br />1
<br />6,050.7
<br />1,103,521
<br />445.09
<br />84.42
<br />Subwatershed Time of Concentration Details;
<br />•
<br />Stru
<br />SwS
<br />Land Flow Condition
<br />Slope (%)
<br />Vert. Dist.
<br />Hortz. Dist.
<br />Velocity
<br />Time (hrs)
<br />#
<br />#
<br />(ft)
<br />(ft)
<br />(fps)
<br />#1
<br />1
<br />8. Large gullies, 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, diversions, 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 />01031
<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 />51
<br />I
<br />Filename: 10 -year Colfom_Pond (With Riser) =4 Printed 01 -22 -2009
<br />Exh. 7- 23A -55 Revision Date: 12/15/10
<br />Revision No.: PR -03
<br />
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