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<br />
<br />TABLE 1 (Cont I nued) FLOOD FREQUENCY-ELEVATION AND DISCKARGE DATA 1/
<br /> JIMMY CAMP CREEK, REACH I
<br />Cross- 'Stat ion (ng : S'tream Bed .Crest-Elevation ft. M.S.L., and Peak Discharge c.f.s.
<br />Section from Mouth :Elevation
<br />Number Feet IdentifIcation :ft. M.S.L. .
<br /> 10-Year :i5-Year 50-Year laO-Year 500-Year
<br /> Flood Flood Flood Flood Flood
<br />JI77 283+10 566~.1 5673.5 . 567~.~ 5675.0 5675.7 5676.5
<br /> 6,800 9,000 10,700 12,900 16,400
<br />J180 293+20 5670.6 5676.9 5677.7 5678.3 5678.9 5679.6
<br /> 6,800 9,000 10,700 12,900 16,400
<br />JI90 309+80 5679.~ 5685.9 5686.7 5687.2 5687.7 5688.7
<br /> 6,800 9,000 10,700 12,900 16,~00
<br />J200 327+20 5693.2 5698.9 5699.8 5700.9 570 1. ~ .570:':.0
<br /> 6,800 9,000 10,700 12,900 16,400
<br />J210 342+80 570~.~ 571 0.3 5710.9 571D.9 5711. 3 5711. 8
<br /> 6,800 9,000 10,700 12,900 16,400
<br />J220 355+30 5716.0 5719.2 5719.7 5720.1 5720.5 5721.1
<br /> 6,600 8,800 10,500 12,600 16,100
<br />J230 368+~0 572~.0 5729.1 5729.7 5729.9 5730.2 5730.6
<br /> 6,600 8,800 10,500 12,600 16,100
<br />J2~0 386+80 5735.0 5739.8 57~0.8 5741.1 5741. 7 57~2. 5
<br /> 6,600 8,800 10,500 12,600 16,100
<br />J250 ~00+60 57~8.7 5752.7 5753.2 5735.5 5753.9 575~.6
<br /> 6,100 8,100 9,800 11,800 15,000
<br />J260 ~11+80 5756.7 5761.0 5761. 5 5761.9 5762.~ 5763.1
<br /> 6,100 8,100 9,800 11,800 15,000
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<br />TABLE 1
<br />
<br />FLOOD FREQUENCY-ELEVATION AND DISCHARGE DATA !!
<br />JIMMY,CAMP CREEK, REACH I
<br />
<br />Cross-
<br />SectIon
<br />Number
<br />
<br />'Stat ion I ng
<br />from Mouth
<br />Feet
<br />
<br />:S.tream Bed
<br />:Elevatlon
<br />:ft. M.S,L.
<br />
<br />'Crest-ElevatIon ft. M.S.L., and Peak Discharge c.f.s.
<br />
<br />Identification
<br />
<br />:i5-Year
<br />Flood
<br />
<br />50-Year laO-Year
<br />Flood Flood
<br />
<br />SOO-Year
<br />Flood
<br />
<br />.
<br />: 10-Year
<br />: Flood
<br />
<br />561~.9
<br />7,700
<br />
<br />5615.5
<br />10,000
<br />
<br />5616.0
<br />12,200
<br />
<br />5616.5
<br />1~,500
<br />
<br />5626.7
<br />1~,500
<br />
<br />5632.5
<br />1~,500
<br />
<br />56~1.2
<br />1~,300
<br />
<br />5652.~
<br />1~,300
<br />
<br />5659.7
<br />. I~ ,300
<br />
<br />5668.~
<br />1~,200
<br />
<br />5617.3
<br />18,700
<br />
<br />5627.8
<br />'18,700
<br />
<br />5633.5
<br />18,700
<br />
<br />56~2.5
<br />18,500
<br />
<br />565~.9
<br />18,500
<br />
<br />5660.5
<br />18,500
<br />
<br />5669.3
<br />18,300
<br />
<br />5675.5
<br />16,400
<br />
<br />5676.~
<br />16,~00
<br />
<br />J! 10
<br />
<br />20Z+~0
<br />
<br />Lower end of Study
<br />
<br />5609.0
<br />
<br />J120
<br />
<br />208+70
<br />
<br />5615.6
<br />
<br />562~.2
<br />7,700
<br />
<br />5630.2
<br />7,700
<br />
<br />5625.2
<br />10,000
<br />
<br />5625:9
<br />.12,200
<br />
<br />J130
<br />
<br />219+90
<br />
<br />5622.6
<br />
<br />5631.1
<br />10,000
<br />
<br />5631. 8
<br />12,200
<br />
<br />Jl~C
<br />
<br />23~+50
<br />
<br />5631.0
<br />
<br />5638.5
<br />7,600
<br />
<br />56~9.3
<br />7,600
<br />
<br />5639.5
<br />10,000
<br />
<br />56~0.3
<br />. 12,000
<br />
<br />J150
<br />
<br />250+20
<br />
<br />562~.4
<br />
<br />5650.5
<br />10,000
<br />
<br />5651.~
<br />12,000
<br />
<br />Jl60
<br />
<br />56118.2
<br />
<br />5657.0
<br />7,600
<br />5666.8
<br />7,600
<br />5672.~
<br />6,800
<br />5673.5
<br />6,800
<br />
<br />5658.1
<br />10,000.
<br />
<br />5658.9
<br />12,000
<br />
<br />257+30
<br />
<br />JI70
<br />
<br />269+10
<br />
<br />5657.4
<br />
<br />5667.7
<br />10,000
<br />
<br />5668.1
<br />12,000
<br />
<br />JI73
<br />
<br />281+~0
<br />
<br />5663.7
<br />
<br />5673.3
<br />9,000
<br />
<br />5674.3
<br />9,000
<br />
<br />567~.0
<br />10,700
<br />
<br />5674.9
<br />10,700
<br />
<br />567~.8
<br />12,900
<br />5675.6
<br />12,900
<br />
<br />J175
<br />
<br />282+20
<br />
<br />Peacefu 1 Va 11 ey
<br />Road
<br />
<br />566~.1
<br />
<br />1/ Flood elevations pertaIn only to streamflow in the ~aln channel segment
<br />for existing conditions May 1973.
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