|
<br />
<br />>OO-Year
<br />Flood
<br />5669.3
<br />6.900
<br />
<br />5672.3
<br />6,900
<br />
<br />5G7~.1
<br />6,900
<br />
<br />5674.~
<br />6,900
<br />
<br />5681,6
<br />6,900
<br />
<br />5687.2
<br />6.900
<br />
<br />5690.~
<br />6,900
<br />
<br />5700.6
<br />6.900
<br />
<br />
<br />-----------------
<br />
<br />TABLE 2 .
<br />
<br />Cross-
<br />Sect ion
<br />Number
<br />
<br />.Stationing
<br />from Mouth
<br />Feet
<br />
<br />Jl70
<br />
<br />0-1-00
<br />
<br />E003
<br />
<br />13+80
<br />
<br />E005
<br />
<br />1~+50
<br />
<br />E007
<br />
<br />16+50
<br />
<br />E010
<br />
<br />19+10
<br />
<br />E020
<br />
<br />~O+OO
<br />
<br />E030
<br />
<br />51+30
<br />
<br />EO~O
<br />
<br />68+20
<br />
<br />E050
<br />
<br />82+60
<br />
<br />E060
<br />
<br />98+80
<br />
<br />FLOOD FREQUENCY-ELEVATION AND DISCHARGE DATA 11
<br />
<br />EAST TRIBUTARY, REACH 2
<br />
<br />: S't ream Bed
<br />:Elevation
<br />Identification :ft. M.S.L.
<br />
<br />.Crest-Elevation ft. M.S.L., and Peak Discharge c.f.s.
<br />
<br />. 'lO-Year
<br />Flood
<br />5757.~ 5666.8
<br />2,800
<br />
<br />Confluence with
<br />Jimmy Camp Creek
<br />
<br />566,.8
<br />
<br />Peaceful Valley
<br />Road
<br />
<br />5666.0
<br />
<br />5670.~
<br />2,800
<br />
<br />%71.9
<br />2,800
<br />
<br />5672.2
<br />2.800
<br />
<br />5680.7
<br />2,800
<br />
<br />568~.9
<br />.2,800
<br />
<br />5687.3
<br />2,800
<br />
<br />5697.9
<br />2.800
<br />
<br />5707.~
<br />2,650
<br />
<br />571~.6
<br />2.650
<br />
<br />i5-Year
<br />Flood
<br />5667.7
<br />3.700
<br />
<br />;;670.9
<br />3,700
<br />
<br />5672.~
<br />3,700
<br />
<br />5672.7
<br />3.700
<br />
<br />5680.9
<br />3.700
<br />
<br />5685.6
<br />3.700
<br />
<br />5688.0
<br />3,700
<br />
<br />5698.7
<br />3,700
<br />5708.0
<br />3.500
<br />
<br />5715.3
<br />. 3,500
<br />
<br />1/ Flood elevations pertain only to streamflow in the main- channel segment
<br />for existing conditions May 1973.
<br />
<br />TABLE 2 (Continued)
<br />
<br />5667.0
<br />
<br />5677.2
<br />
<br />5676.8
<br />
<br />5678.4
<br />
<br />?687.5
<br />
<br />5703.~
<br />
<br />5708.8
<br />
<br />FLOOD FREQUENCY~ELEVATION AND DISCHARGE DATA 1/
<br />EAST TRIBUTARY, REACH 2
<br />
<br />50-Yea r
<br />Flood
<br />5668.1
<br />4,600
<br />
<br />5671. 3
<br />~.600
<br />
<br />5672.9
<br />4,600
<br />
<br />5673.3
<br />~.600
<br />
<br />5681. I
<br />~,600
<br />
<br />5686. I
<br />~,600
<br />
<br />5688.8
<br />~,600
<br />
<br />5699.~
<br />~,6oo
<br />
<br />5708.6
<br />~.250
<br />
<br />5715.8
<br />~.250
<br />
<br />laO-Year
<br />Flood
<br />5668.~
<br />5,500
<br />
<br />567]. 7
<br />5,500
<br />
<br />5673.~
<br />5.500
<br />
<br />5673.7
<br />5,500
<br />
<br />5681.3
<br />5.500
<br />
<br />5686.6
<br />5,500
<br />
<br />5689.5
<br />5,500
<br />
<br />5700.0
<br />5,500
<br />
<br />5709.1
<br />5.200
<br />
<br />5716.3
<br />5,200
<br />
<br />5705.5
<br />6.500
<br />
<br />5717.0
<br />6,500
<br />
<br />Cross-
<br />Sect ion
<br />Number
<br />
<br />'Stat Ion i ng
<br />from Mouth
<br />Feet
<br />
<br />E070
<br />
<br />113+60
<br />
<br />E080
<br />
<br />130+20
<br />
<br />E090
<br />
<br />1~8+00
<br />
<br />E095
<br />
<br />160+60
<br />
<br />E120
<br />
<br />186+00
<br />
<br />E135
<br />
<br />200+90
<br />
<br />EI38
<br />
<br />218+00
<br />
<br />EI50
<br />
<br />230+30
<br />
<br />EI60
<br />
<br />248+80
<br />
<br />EI63
<br />
<br />263+80
<br />
<br />.'dent i fi cat ion
<br />
<br />: S.t r.eam Bed
<br />:Elevation
<br />:ft. M.S.L.
<br />
<br />.Crest-Elevation ft. M.S.L., and Peak Discharge c.f.s.
<br />
<br />10-Year
<br />Flood
<br />.5725.9
<br />2,400
<br />
<br />5738.8
<br />2.400
<br />
<br />5759.0
<br />2.200
<br />
<br />5771.1
<br />1.850
<br />
<br />5789.~
<br />1.850
<br />
<br />5807.0
<br />1,850
<br />
<br />5828.1
<br />1.850
<br />
<br />58~2.8
<br />1.650
<br />
<br />5865.0
<br />1.350
<br />
<br />5882.1
<br />1.350
<br />
<br />i5-Year
<br />Flood
<br />5726.~
<br />3.150
<br />
<br />5739.5
<br />3,150
<br />
<br />5759.~
<br />2.900
<br />
<br />5771.~
<br />2,~00
<br />
<br />5789.6
<br />2.~00
<br />
<br />5807.~
<br />2,~00
<br />
<br />5828.2
<br />2,~00
<br />
<br />58~3.0
<br />2.200
<br />
<br />5865.~
<br />1.700
<br />
<br />5882.4
<br />1,700
<br />
<br />1/ Flood elevations pertain only to streamflow In-.the main channel segment
<br />-for existing conditions -May 1973.
<br />
<br />,
<br />
<br />5722.6
<br />
<br />5733.0
<br />
<br />575~.6
<br />
<br />5765.0
<br />\
<br />
<br />5787.8
<br />
<br />5803.5
<br />
<br />5827.0
<br />
<br />58~0.6
<br />
<br />5862.2
<br />
<br />5878.2
<br />
<br />50-Year
<br />Flood
<br />5726.8
<br />3.900
<br />
<br />57~0.1
<br />3.900
<br />
<br />5759.8
<br />3.600
<br />
<br />577]. 7
<br />3.000
<br />
<br />5789.7
<br />3.000
<br />
<br />5807.7
<br />3,000
<br />
<br />5828.3
<br />3,000
<br />
<br />. 58~3.1
<br />2,700
<br />
<br />5866.1
<br />2,200
<br />
<br />5882.6
<br />2.200
<br />
<br />lOO-Year
<br />Flood
<br />5727.~
<br />~,750
<br />
<br />57~0.6
<br />~,750
<br />5760.2
<br />~,~OO
<br />
<br />5772.0
<br />3,650
<br />
<br />5789.9
<br />3,650
<br />
<br />5808.0
<br />3.650
<br />
<br />5828.~
<br />3,650
<br />
<br />58~3.2
<br />3.300
<br />
<br />5866.6
<br />2.700
<br />
<br />5882.7
<br />2,700
<br />
<br />500-Y ea r
<br />Flood
<br />5728.5
<br />6.000
<br />
<br />5740.8
<br />6.000
<br />
<br />5760.6
<br />5.500
<br />
<br />5772. ~
<br />~.500
<br />
<br />5790.0
<br />~.500
<br />
<br />5808.3
<br />~.500
<br />
<br />5828.6
<br />4,500
<br />
<br />58~3.~
<br />~, 100
<br />
<br />5866.9
<br />3,300
<br />
<br />5883.1
<br />3,300
<br />
<br />-----------------
<br />
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