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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 />l <br /> <br />Table 3, PLOOD nsQUBNCY - BLEVATION AND DISCHARGB DATA <br /> <br />PROJBCTl CANON CITY PPMS <br /> <br />X-SECT. <br />'D <br /> <br />RBACH <br />W1GTll <br />Cft) <br /> <br />STATION <br />DISTANCE <br />Iftl <br /> <br />STR""" <br />IlO'M'OM <br />"LEV. <br /> <br />la-YSAR FREQ. <br />'LOOD <br />ELBV. C{efs) <br /> <br />2S-YBAR FRBQ. <br />'LOOD <br />BLRV. Qlchl <br /> <br />SQ-YBAR. PRBQ. <br />PI.OOO <br />BLBV. Q(cfel <br /> <br />lOO-YEAR FREQ. <br />'LOOD <br />BLBV. Q (cta) <br /> <br />SOO-YEAR. PUQ. <br />'LOOD <br />ELSV. OCefll) <br /> <br />POUR-MILB CRBBK'S CHANNEL (continued) <br /> <br />"0 2SO U1S S26!LO 5280.50 US7 5281.38 5042 5282.'17 8277 5284.14 llSl9 5285.92 21875 <br />tOO tS5 5380 5273.0 5282.10 4387 5282.93 5642 5284.25 8271 5265.82 11519 5287.53 21875 <br />ISO 470 5850 5276.0 5283.97 4387 5284.71 5642 5285.98 8271 5287.29 11519 5289.48 218'/5 <br />1SJ '" 6320 5279.5 5285.65 4387 5285.66 4393 5286.64 4400 5287.93 4407 5290.46 4431 <br />IS5 440 6760 5283.5 5290.82. 4387 5290.83* 4393 5291.4'" 4400 5292.12. 4407 5293.38. 4431 <br />'00 430 7190 5287.0 5295.87 4387 5295.88 4393 5296.20 4400 5296.21 44007 5296.413 4431 <br />,,, 305 7495 5288.6 5298.24 4.387 5298.25 4393 5298.240 4400 5298.25 4407 5298.26 44031 <br />2" 430 7925 5290.6 5301.37 4387 5301.37 4393 5301.38 4400 5301.39 4407 5301.41 4431 <br />'" SO 7975 5291.2 5301.58 4387 5301.58 4393 5301.59 4400 5301.60 4"07 5301.62 4"31 <br />,,, 110 8085 5291.7 5301.59 437S 5301.60 4375 5301.61 4375 5301.61 4375 5301.6-4 4375 <br />230 7S 8161l 5292.3 5301.69 4375 5301.70 4375 5301.70 4375 5301.71 4375 5301.73 4375 <br />24D " 8255 5293.5 5301.96 4375 5301.97 4375 5301.97 4375 5301.98 4375 5302.00 4375 <br />2SO m 8475 5295.0 5303.20 4433 5303.34 7124 5304.12 9752 5305.82 12987 5307.31 23319 <br />260 500 8975 5298.5 5307.87 4433 5309.87 7124 5311l.98 9752 5311.88 12987 5314.18 23319 <br />m 360 9335 5300.0 5309.98 4433 5311.59 7124 5312.73 9752 5313.81 12987 5316.54 23319 <br />2SO 3SO 9685 5301.2 5310.73 4433 5312.46 7124 5313.97 9752 5315.08 12987 5317.91 23319 <br />290 m 10100 5305.5 5313.28 4433 5314.54 7124 53:15.79 9752 5316.65 12987 5319.14 23319 <br />300 390 10491l 5308.0 5317.05 4433 5317.35 7124 5317.82 9752 5318.34 12987 5320.05 23319 <br />310 300 10850 5314.0 5322.08 4433 5323.03 7124 5323.5B 9752 532(,.16 :12987 5325.26 23319 <br />320 320 11170 5317.5 5325.17 4433 5325.95 7124 5326.65 9752 5327.38 12987 5329.32 23319 <br />330 540 1.1710 5321.5 5328.84 4433 5329.BSI 7124 5330.68 9752 5331.62 12987 5333.55 23319 <br />340 soo 12210 5325.4 5332.83 4433 5333.74 71240 5334.27 9752 5334.91 12987 5336.17 23319 <br />350 m 12625 5329.7 5337.07 4433 5338.32 7124 5339.17 9752 5339.92 12987 5342.36 23319 <br />300 2SS 12880 5330.5 5338.39 4433 5339.81 7124 5340.89 9752 5341.98 12987 5344.65 23319 <br /> <br />+ Interpolated Blevation <br />
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