|
TABLE 6
<br />REVISED JANUARY 1, 1956
<br />FLOODFIATER RETARDING STRUCTURE DATA
<br />KI01TIA CREEK WATERSHED PROTECTION PROJECT
<br />:Surfabc Area :Iv1ax.:Flood Plain. Area .
<br />storage Capacity Acres Ht.: Inundated Acres . :Draw ;Type .
<br />: Drainage: Acre Feet : Inches of Runoff :Top of:Top of: of :Under:Under: :Volume :down; of :Estzr,:ated
<br />Site Area ;Sed. ;Det. . ;Sed. :Det.; . Sed. . Det. :Dam :Sed. :Det. . :of Fill :Rate :Spill; Total
<br />N o. Sq. Plile;Pool :Pool . Total:Pool :Pool:Total: Pool : Pool :Feet :Pool :Pool :Total ;Cu.Yds. :cfs way . Cost
<br />B 9
<br />0.65
<br />11.7
<br />25.2
<br />36.9
<br />.34
<br />.73
<br />1.07
<br />2.9
<br />7.2
<br />23.5
<br />2.3
<br />0.5
<br />2.8
<br />16,480
<br />17
<br />Veg.
<br />7,809
<br />C 11
<br />0.46
<br />3.1
<br />18.5
<br />21.6
<br />.13
<br />.76
<br />.89
<br />0.8
<br />4.3
<br />23.9
<br />0.8
<br />0.5
<br />1.3
<br />11,876
<br />10
<br />it
<br />7,350
<br />D 12
<br />1.10
<br />8.9
<br />37.2
<br />46.1
<br />.15
<br />.63
<br />.78
<br />2.9
<br />9.2
<br />25.7
<br />2.9
<br />2.1
<br />5.0
<br />19,837
<br />21
<br />IT
<br />9,815
<br />E 17
<br />0.23
<br />0.9
<br />8.5
<br />9.4
<br />.07
<br />.70
<br />.77
<br />0.5
<br />2.2
<br />10.7
<br />0.5
<br />0.3
<br />0.8
<br />4,121
<br />4
<br />"
<br />3,225
<br />F 18
<br />0.73
<br />4.3
<br />34.5
<br />38.8
<br />.11
<br />.89
<br />1.00
<br />0.9
<br />4.6
<br />30.0
<br />0.9
<br />1.5
<br />2.4
<br />16,864
<br />23
<br />"
<br />9
<br />G 20
<br />0.08
<br />1.6
<br />3.6
<br />5.2
<br />.37
<br />.84
<br />1.21
<br />0.6
<br />1.9
<br />12.4
<br />0.6
<br />0.2
<br />0.8
<br />2,449
<br />3
<br />"
<br />1,376
<br />H 21
<br />0.96
<br />4.6
<br />33.9
<br />38.5
<br />.09
<br />.66
<br />.75
<br />1.6
<br />8.4
<br />22.9
<br />1.6
<br />4.5
<br />6.1
<br />16,940
<br />20
<br />"
<br />10,237
<br />I 28
<br />0.33
<br />2.2.
<br />12.9
<br />15.1
<br />.12
<br />.74
<br />.86
<br />0.8
<br />2.8
<br />20.1
<br />0.8
<br />0.7
<br />1.5
<br />8,545
<br />4
<br />"
<br />4,778
<br />J 33
<br />1.07
<br />5.1
<br />37.8
<br />42.9
<br />.09
<br />.66
<br />.75
<br />1.4
<br />6.9
<br />22.4
<br />1.4
<br />0.7
<br />2.1
<br />16,111
<br />22
<br />"
<br />8,944
<br />K 38
<br />0.38
<br />3.0
<br />14.8
<br />17.8
<br />.15
<br />.73
<br />.88
<br />0.8
<br />3.1
<br />21.6
<br />0.8
<br />0.5
<br />1.3
<br />8,249
<br />10
<br />"
<br />4,908
<br />K 39
<br />0.17
<br />0.9
<br />7.1
<br />8.0
<br />.10
<br />.78
<br />.88
<br />0.3
<br />1.8
<br />16.5
<br />0.3
<br />0.2
<br />0.5
<br />4,561
<br />5
<br />"
<br />2,475
<br />K 40
<br />0.16
<br />0.9
<br />6.7
<br />7.6
<br />.11
<br />.79
<br />.90
<br />0.3
<br />1.9
<br />16.7
<br />0.3
<br />0.5
<br />0.8
<br />7,133
<br />6
<br />"
<br />3,818
<br />K 41
<br />0.32
<br />1.5
<br />13.7
<br />15.2
<br />.09
<br />.80
<br />.89
<br />0.5
<br />2.9
<br />19.2
<br />0.5
<br />0.6
<br />1.1
<br />7,252
<br />9
<br />"
<br />3,999
<br />K 79
<br />3.56
<br />23.4
<br />99.3
<br />122.7
<br />.12
<br />.65
<br />.77
<br />4.0
<br />16.6
<br />33.1
<br />4.0
<br />5.3
<br />9.3
<br />35,165
<br />46
<br />"
<br />20,093
<br />K 80
<br />0.50
<br />3.9
<br />18.9
<br />22.8
<br />.15
<br />.71
<br />.86
<br />1.5
<br />6.1
<br />16.3
<br />1.5
<br />1.6
<br />3.1
<br />8,120
<br />17
<br />"
<br />4,749
<br />L 42
<br />0.43
<br />2.6
<br />19.4
<br />22.0
<br />.11
<br />.84
<br />.95
<br />1.2
<br />4.2
<br />18.9
<br />1.2
<br />0.1
<br />1.3
<br />13,816
<br />8
<br />"
<br />8
<br />0 46
<br />0.18
<br />0.9
<br />7.6
<br />8.5
<br />.09
<br />.79
<br />.88
<br />0.9
<br />1.9
<br />15.5
<br />0.9
<br />0.4
<br />1.3
<br />8,055
<br />4
<br />"
<br />4,798
<br />Y 47
<br />1.02
<br />11.7
<br />35.4
<br />47.1
<br />.22
<br />.65
<br />.87
<br />3.2
<br />8.1
<br />21.2
<br />2.8
<br />0.4
<br />3.2
<br />24,082
<br />19
<br />"
<br />10,379
<br />Q 51
<br />0.56
<br />13.2
<br />23.2
<br />«�:6 ..4
<br />.44
<br />.78
<br />1.22
<br />1.4
<br />2.9
<br />35.4
<br />1.4
<br />0.1
<br />1.5
<br />12
<br />30
<br />"
<br />6,941
<br />R 3
<br />2.91
<br />50.1
<br />102.8
<br />152.9
<br />.32
<br />.66
<br />.98
<br />9.3
<br />20.8
<br />24.7
<br />7.1
<br />3.7
<br />10.8
<br />25,020
<br />76
<br />"
<br />15 N
<br />V 67
<br />1.45
<br />8.0
<br />50.4
<br />58.4
<br />.10
<br />.65
<br />.75
<br />2.1
<br />8.9
<br />22.6
<br />2.1
<br />1.1
<br />3.2
<br />21,958
<br />22
<br />"
<br />10,853
<br />W 71
<br />0.32
<br />0.6
<br />12.5
<br />13.1
<br />.04
<br />.73
<br />.77
<br />0.2
<br />2.2
<br />20.7
<br />0.2
<br />0.5
<br />0.7
<br />8,965
<br />5
<br />"
<br />9,618
<br />X 73
<br />0.50
<br />3.1
<br />18.9
<br />22.0
<br />.12
<br />.71
<br />.83
<br />1.2
<br />4.4
<br />19.8
<br />1.2
<br />0.4
<br />1.6
<br />7,122
<br />8
<br />"
<br />4,308
<br />Y 76
<br />0.78
<br />7.1
<br />28.3
<br />3504
<br />.17
<br />.68
<br />.85
<br />1.8
<br />6.8
<br />24.3
<br />1.8
<br />0.8
<br />2.6
<br />18,142
<br />10
<br />"
<br />10,173
<br />Y 77
<br />0.23
<br />1.2
<br />9.6
<br />10.8
<br />.10
<br />.78
<br />.88
<br />0.5
<br />2.8
<br />16.1
<br />0.5
<br />0.6
<br />1.1
<br />4,702
<br />4
<br />"
<br />3,428
<br />
|