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Last modified
1/25/2010 7:11:06 PM
Creation date
10/5/2006 2:47:37 AM
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Template:
Floodplain Documents
County
Fremont
Community
Canon City
Basin
Arkansas
Title
Floodplain Management Study, Four-Mile Mud Gulch Final Report
Date
6/1/1996
Prepared For
Fremont County
Prepared By
DNR
Floodplain - Doc Type
Community File
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<br />1 <br /> <br />Table 3: rLOOn PRBQUKNCY - ELEVATION AND OISCHARGI DATA <br /> <br />PROJECT : CANON CITI FPMS <br /> <br />X-SBer. <br />ID <br /> <br />'BACH <br />LI!NGTR <br />(ft) <br /> <br />STATION <br />DISTANCE <br />(tt) <br /> <br />STRIWf <br />BO'M'OM <br />BI.oBV. <br /> <br />lO-YEAR PRB(J. <br />PloOOD <br />BLEV. QCctsJ <br /> <br />25-YBAR. rRBO. <br />FLOOD <br />BloW. Q(c!s) <br /> <br />SO-'tBAA PREQ. <br />FLOOD <br />SLBV. Q(cfsl <br /> <br />.lOO-YEAR. PR.BQ. <br />FLOOD <br />BLBV. Q (etsl <br /> <br />SOO-YBAR 1RJlQ. <br />PloOOD <br />ILIV. g(etsl <br /> <br />POUR-MILS CRBBJ:'S CHANNEL (cont.inued) <br /> <br />610 140 24715 5443.0 5448.09 4416 5448.60 1096 5449.01 9714 5449.43 '12938 5451.02 23061 <br />m 370 25085 5446.3 5451.62 4416 5452.66 7096 5453.48 9714 5454.86 12938 5456.31 23061 <br />'" 345 25430 5448.9 5455.01 4416 5455.78 7096 5456.43 9714 5457.44 12938 54059.05 23061 <br />640 515 25945 5453.0 5459.52 4416 5460.37 7096 5461.02 9114 5461.60 12938 5463.39 23061 <br />650 230 26175 5456.8 5461..36 4416 5462.08 7096 5462.67 9714 5463.32 12938 54.64.88 23061 <br />'" 330 26505 5459.6 5465.58 4416 5466.24 7096 5466.77 9714 5467.35 12938 5468.86 :;13061 <br />m .50 26955 5465.5 54.70.740 404016 54071.22 7096 54071.63 97140 5472.09 12938 5473.33 23061 <br />680 165 27220 5468.0 54740.05 44016 54074.81 7096 54075.75 9714 547&.07 12!l38 5477.20 23061 <br />'" 395 27615 54072.5 5481.11 4416 5481.96 7096 5482.54 9714 5483.21 12938 5484.51 23061 <br />'" 380 27995 5477.5 5484.63 4416 5485.59 7096 5486.45 9714 5487.33 12938 5489.43 2306:1 <br />"0 420 284015 5487.2 5489.74 4416 5490.17 7096 5490.60 9714 5491.14 12938 5492.36 23061 <br /> <br />FOUR-MILE CRXEK'S BANX.OVBRPLOWED CHANNii:L <br /> <br />1400 0 0 5297.0 5298.15 5. 5299.61 2749 5299.95 5377 5300.17 8612 5300.81 :J..8944 <br />1500 390 390 5293.0 5298.22 5. 5300.31 2749 5300.90 5377 5301.43 8612 5302.54 :J..8944 <br />:1600 3B5 775 5294.0 5298.22 5' 5300.41 27409 5301.06 5371 5)01.64 8612 5302.86 18944 <br />1100 450 1225 5295.0 5298.22 5' 5300.52- 27409 5301.23 5377 5301.85 8612 530).13 18944 <br />HOO 360 1585 5297.5 5298.22 5. 5)00.66 2749 5301.404 5377 5302.12 8612 5303.52 189440 <br />1900 395 1980 5299.0 5299.97 58 5301.98 27409 5302.55 5377 5303.16 8612 5304.57 18944 <br />2000 '" 2250 530:1.0 5)01.77 58 5304.24 2749 5305.19 5377 5305.93 8612 5308.19 18944 <br />
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