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TABLE 1 (Cont 1 nued) FLOOD FREQUENCY-ELEVATION AND DISCKARGE DATA 1/ JIMMY CAMP CREEK, REACH 1 Cross- 'Stat ion (ng : S't ream Bed 'Crest-Elevation ft. M.S.L., and Peak Discharge c.f.s. Section from Mouth :Elevation Number Feet IdentifIcation :ft. M.S.L. . 10-Year i5-Year 50-Year laO-Year SOO-Year Flood Flood Flood Flood Flood JI77 283+10 5664.1 5673.5 . 5674.4 5675.0 5675.7 5676.5 6,800 9,000 10,700 12,900 16,400 JI80 293+20 5670.6 5676.9 5677.7 5678.3 5678.9 5679.6 6,800 9,000 10,700 12,900 16,400 JI90 309+80 5679.4 5685.9 5686.7 5687.2 5687.7 5688.7 6,800 9,000 10,700 12,900 16,400 J200 327+20 5693.2 5698.9 5699.8 5700.9 570 J. 4 .5702..0 6,800 9,000 10,700 12,900 16,400 J210 342+80 5704.4 571 0.3 5710.9 5710.9 571 J. 3 571 J. 8 6,800 9,000 10,700 12,900 16,400 J220 355+30 5716.0 5719.2 5719.7 5720.1 5720.5 5721. I 6,600 8,800 10,500 12,600 16,100 J230 368+40 5724.0 5729.1 5729.7 5729.3 5730.2 5730.6 6,600 8,800 10,500 12,600 16,100 J240 386+80 5735.0 5739.8 5740.8 5741.1 574 J. 7 5742.5 6,600 8,800 10,500 12,600 16,100 J250 400+60 5748.7 5752.7 5753.2 5735.5 5753.9 5754.6 6,100 8,100 9,800 11,800 15,000 J260 411+80 5756.7 5761.0 576 J. 5 5761.9 5762.4 5763.1 6,100 8,100 9,800 11,800 15.000 - - - - - - - - - - - - - - - - - - - - - - - - - IiIIi'iiI - .. - - - - - - TABLE 1 FLOOD FREQUENCY-ELEVATION AND DISCHARGE DATA !! JIMMY,CAMP CREEK, REACH I Cross- SectIon Number 'Stationlng from Mouth Feet :S'tream Bed :Elevatlon oft. M.S.L. 'Crest-Elevation ft. M.S.L., and Peak Discharge c.f.s. Identification i5-Year Flood 50-Year laO-Year Flood Flood SOO-Year Flood . : 10-Year : Flood 5614.9 7,700 5615.5 10,000 5616.0 12,200 5616.5 14,500 5626.7 14,500 5632.5 14,500 5641.2 14,300 5652.4 14,300 5659.7 .14,300 5668.4 14,200 5617.3 18,700 5627.8 '18,700 5633.5 18,700 5642.5 18,500 5654.9 18,500 5660.5 18,500 5669.3 18,300 5675.5 16,400 J! 10 20:.:+40 Lower end of Study 5609.0 JI20 208+70 5615.6 5624.2 7,700 5630.2 7,700 5625.2 10,000 5625:9 .12,200 J130 219+90 5622.6 5631.1 10,000 563 J. 8 12,200 J14c 234+50 5631.0 5638.5 7,600 5649.3 7,600 5639.5 10,000 5640.3 . 12,000 J150 250+20 5624.4 5650.5 10,000 5651.4 12,000 J160 56118.2 5657.0 7,600 5666.8 7,600 5672.4 6,800 5673.5 6,800 5658.1 10,000, 5658.9 12,000 257+30 JI70 269+10 5657.4 5667.7 10,000 5668.1 12,000 5674.8 12,900 5675.6 12,900 5674.0 10.700 5674.9 10,700 JI73 281+40 5663.7 5673.3 9,000 5674.3 9,000 5676.4 16,400 JI75 282+20 Peacefu 1 Va J ley Road 5664.1 1/ Flood elevations pertaIn only to streamflow in the ~aln channel segment for existing conditions May 1973.