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<br />
<br />TABLE I (Cont i nued) FLOOD FREQUENCY-ELEVATION AND DISCHARGE DATA 1/
<br /> JIMMY CAMP CREEK, REACH I
<br />Cross. 'Stat Ion I ng :S'tream Bed. 'Crest-Elevation ft. M.S.l., and Peak Oischarge c.f.s.
<br />Sect ion . . from Mouth : EI evat:ion
<br />Number Feet Identification : ft. H.:'S..l. ]liD-Year 500-Year
<br /> 1 O-Yea r i5-Yea r 50-Yea r
<br /> Flood Flood .Flood Flood Flood
<br />J3~5 520+~0 Drennan Road 5862.2 5868.5 5870.6 5871.6 5873.5 5875.7
<br /> 3.600 ~,750 5,900 7,100 9,000
<br />J3~7 522+10 5862.2 5870.9 587 I. 6 5872.1 5873.6 5815.8
<br /> 3.600 ~,750 5,900 7,100 -9,000
<br />J350 530+60 5871 .0 5875.5 5876.2 5876.8 5877.~ 5878.2
<br /> 3.-600 4,750 5.900 7,100 9,000
<br />J360 5~9+10 5895.0 .5898.9 5899~5 5899:9 5900.~ 5901.1
<br /> 3,600 ~,750 5.900 7,100 9.000
<br />J370 563+60 5913.0 5917.5 5918.1 5918.7 5919.2 5920. I
<br /> 3.550 ~,700 5,700 6.900 8,700
<br />J380 582+10 5939.0 59~2.9 59~3.3 59~3.6 59~~.0 59~~.5
<br /> 3,550 ~.700 5,700 6.900 8.700
<br />J390 599+30 5959.0 5961.8 5962.2 5962.6 5962.9 5963.5
<br /> 3.~00 ~,~OO 5.~00 6,600 8,300
<br />J~OO 61 ~+40 5981.0 5985.1 5985.5 5986.0 5986.~ 5986.9
<br /> 3,300 ~,300 5,300 6,~00 8,100
<br />J410 633+20 6004.4 6007.8 6008.2 6008.6 6008.9 6009.5'
<br /> 3;300 ~,300 5,300 61400 8,100
<br />J~20 6~6+90 6020.~ 6023.7 602~.1 602~.~ 602~.7 6025.1
<br /> 3,300 ~,300 5,300 6,~00 8.100
<br />
<br />
<br />1/ . Flood elevations pertain only to streamflow In the main channel segment
<br />for existing conditions May 1973.
<br />
<br />-----------------
<br />
<br />-----------------
<br />
<br />TABLE 1 (Continued)
<br />
<br />
<br />FLOOD FREQUENCY-ELEVATION AND PISCHARGE DATA 1/
<br />JIMMY CAMP CREEK, REACH I
<br />
<br />Cross-
<br />Sect ion
<br />Number
<br />
<br />.Stat ion I ng
<br />f~om Mouth
<br />Feet
<br />
<br />: S't ream Bed
<br />:Elevation
<br />Identification :ft. M.S.l.
<br />
<br />.
<br />
<br />.Crest-Elevation ft. M.S.L., and Peak Discharge c.f.s.
<br />
<br />J270
<br />
<br />~26+60
<br />
<br />10-Year
<br />F]ood
<br />
<br />5771.~
<br />6, ]00
<br />
<br />i5-Year
<br />Flood
<br />5772.0
<br />8,100
<br />
<br />578~.5
<br />8,100
<br />
<br />5785.1
<br />11 ,800
<br />
<br />5803.1
<br />11,800
<br />
<br />5823.3
<br />11 ,~OO
<br />
<br />5830.2
<br />10,700
<br />
<br />5803.9
<br />15,000
<br />
<br />582~.2
<br />1~,800
<br />
<br />5830.7
<br />]3,800
<br />
<br />5839.6
<br />9,500
<br />
<br />5850.2
<br />9,000
<br />
<br />5860.3.
<br />9,000
<br />
<br />
<br />1 aO-Year
<br />Flood
<br />5772.8
<br />11,800
<br />
<br />500-Year
<br />Flood
<br />5773.5
<br />15,000
<br />
<br />5766.2
<br />
<br />50-Yea r,
<br />Flood
<br />5772.3
<br />9,800
<br />
<br />5784.8
<br />9,800
<br />
<br />5785.6
<br />15,000
<br />
<br />J280
<br />
<br />~~1+30
<br />
<br />5784.2.
<br />6,100
<br />
<br />5779.5
<br />
<br />J290
<br />
<br />~56+90
<br />
<br />5802.5
<br />;. 9,800
<br />
<br />5822.6.
<br />9,500
<br />
<br />5829.9
<br />9.000
<br />
<br />5796.0
<br />
<br />5801.2
<br />6.100
<br />
<br />5821.~
<br />6,000
<br />
<br />5801.9
<br />8,100
<br />
<br />J300
<br />
<br />~77+10
<br />
<br />58]6.2
<br />
<br />5822.1
<br />7,900
<br />
<br />5829.6
<br />7,500
<br />
<br />J310
<br />
<br />~83+80
<br />
<br />5829.3
<br />5.600
<br />
<br />5826.7
<br />
<br />J320
<br />
<br />~90+80
<br />
<br />5839.0
<br />7,~00
<br />
<br />5831.2
<br />
<br />5837.2
<br />3,850
<br />
<br />5837.9
<br />5,000
<br />
<br />5838.4
<br />6,100
<br />
<br />5848.1
<br />5,900
<br />
<br />5859.2
<br />5,900
<br />
<br />5866.5
<br />5,900
<br />
<br />J33C
<br />
<br />58/12.2
<br />
<br />5849.0
<br />7,100
<br />
<br />5859.6
<br />7,100
<br />
<br />502+20
<br />
<br />5846.5
<br />3,600
<br />
<br />5847.4
<br />4,750
<br />5858.6
<br />~,750
<br />5866.0
<br />~,750
<br />
<br />J3110
<br />
<br />5853.0
<br />
<br />5858.1
<br />3.600
<br />
<br />512+10
<br />
<br />J3~3
<br />
<br />518+80
<br />
<br />5859.~
<br />
<br />5864.8
<br />3,600
<br />
<br />5867.0
<br />7,100
<br />
<br />5867.4
<br />9,000
<br />
<br />11 Flood elevations pertain only to streamflow in the main channel segment
<br />for existing conditions May 1973.
<br />
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