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•
<br />SEDCAD 4 for Windows
<br />e 400n anm o - - r c.ti,.roti
<br />Stru SWS
<br /># #
<br />SWS Area
<br />(ac)
<br />Time of
<br />Conc
<br />(hrs)
<br />Musk K
<br />(hrs)
<br />Musk X
<br />Curve
<br />Number
<br />CNS
<br />Peak
<br />Discharge
<br />(cfs)
<br />Runoff
<br />Volume
<br />(ac -ft)
<br />5
<br />14,900
<br />0.037
<br />0.032
<br />0, 43 6
<br />63.000
<br />M
<br />2.54
<br />0,224
<br />0.9000
<br />2,183.100
<br />44.7
<br />31,641
<br />7.40
<br />3.74
<br />941.24
<br />110.400
<br />#2
<br />2,183.100
<br />44.7
<br />31,641
<br />72.51
<br />37.742
<br />#1 1
<br />127.300
<br />0.175
<br />0.000
<br />0.000
<br />73.000
<br />M
<br />38.57
<br />3.983
<br />2
<br />124.800
<br />0.039
<br />0.000
<br />01000
<br />63.000
<br />M
<br />21.27
<br />1,878
<br />3,321.100
<br />105.9
<br />60,868
<br />20.72
<br />6.75
<br />#7
<br />309.05
<br />70.574
<br />Subwatershed Sedimentology Detail;
<br />•
<br />Stru
<br />#
<br />SWS
<br />#
<br />Soil K
<br />L (ft)
<br />S ( %)
<br />C
<br />P
<br />PS #
<br />Sediment
<br />(tons)
<br />Peak
<br />Sediment
<br />(mg /
<br />Peak
<br />Settleable
<br />Con
<br />(m1/I)
<br />24VW
<br />#9
<br />1
<br />0.310
<br />1,923.00
<br />7.00
<br />0.0700
<br />0.9000
<br />1
<br />44.7
<br />31,641
<br />7.40
<br />3.74
<br />71
<br />44.7
<br />31,641
<br />7.40
<br />3.74
<br />#8
<br />1
<br />0.310
<br />1,559.00
<br />9.00
<br />0.0700
<br />0.9000
<br />1
<br />66.1
<br />68,180
<br />29.22
<br />11.13
<br />71
<br />105.9
<br />60,868
<br />20.72
<br />6.75
<br />#7
<br />1
<br />0.310
<br />2,449.00
<br />10.00
<br />0.0700
<br />0.9000
<br />1
<br />130.2
<br />101,849
<br />43.66
<br />16.74
<br />1
<br />225.6
<br />84,751
<br />31.42
<br />9.64
<br />#6
<br />1
<br />0.310
<br />153.00
<br />21.00
<br />0.0700
<br />0.9000
<br />1
<br />0.8
<br />43,628
<br />18.70
<br />7.08
<br />1
<br />225.9
<br />84,161
<br />31.14
<br />9.58
<br />#5
<br />1
<br />0.310
<br />250.00
<br />15.00
<br />1.0000
<br />0.9000
<br />1
<br />7,453.5
<br />615,684
<br />263.90
<br />153.19
<br />2
<br />0.310
<br />446.00
<br />14.00
<br />0.0700
<br />0.9000
<br />1
<br />13.2
<br />65,154
<br />27.93
<br />10.91
<br />3
<br />0.310
<br />520.00
<br />9.00
<br />0.0700
<br />0.9000
<br />1
<br />4.6
<br />31,824
<br />13.64
<br />5.15
<br />7,471.2
<br />600,011
<br />257.18
<br />146.33
<br />#4
<br />1
<br />0.310
<br />679.00
<br />24.00
<br />0.0700
<br />0.9000
<br />1
<br />74.4
<br />170,219
<br />72.96
<br />28.40
<br />E
<br />7,771.3
<br />744,113
<br />317.79
<br />99.13
<br />#3
<br />1
<br />0.310
<br />991.00
<br />35.00
<br />0.0700
<br />0.9000
<br />1
<br />62.0
<br />277,027
<br />118.74
<br />47.33
<br />2
<br />0.310
<br />1,389.00
<br />21.00
<br />0.1000
<br />0.9000
<br />1
<br />1,526.0
<br />314,971
<br />93.93
<br />47.27
<br />E
<br />9,359.1
<br />666,100
<br />270.45
<br />86.88
<br />#41
<br />1
<br />0.310
<br />250.00
<br />14.00
<br />1.0000
<br />0.9000
<br />1
<br />1,430.7
<br />505,331
<br />216.60
<br />124.15
<br />Y,
<br />1,430.7
<br />505,331
<br />216.60
<br />124.15
<br />#40
<br />1
<br />0.310
<br />250.00
<br />8.00
<br />1.0000
<br />0.9000
<br />1
<br />2,021.3
<br />258,380
<br />110.75
<br />61.84
<br />2
<br />0.310
<br />273.00
<br />4.00
<br />0.0700
<br />0.9000
<br />1
<br />0.3
<br />7,541
<br />3.23
<br />1.21
<br />2,021.6
<br />256,632
<br />110.00
<br />61.36
<br />E 2 #39
<br />0.310
<br />250.00
<br />7.00
<br />1.0000
<br />0.9000
<br />1
<br />1,110.1
<br />219,834
<br />94.23
<br />52.42
<br />0.310
<br />1,011.00
<br />10.00
<br />0.0800
<br />0.9000
<br />1
<br />0.0
<br />1
<br />0.00
<br />0.00
<br />48
<br />Filename; 25 -year Collom_Ponds (Without Riser).so4 Printed 01 -20 -2009
<br />Exh. 7 -23A -109 Revision Date: 12/15/10
<br />Revision No.: PR -03
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