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Last modified
1/25/2010 7:11:06 PM
Creation date
10/5/2006 2:47:37 AM
Metadata
Fields
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 />Table 3: Ft.OOD rRBOUBNCY - BLBVATION AND DISCHMGS DAn <br /> <br />PROJBCT: CANON CITY PPMS <br /> <br />Ift.1 <br /> <br />(ftl <br /> <br />ELBV. Qlefll) <br /> <br />25.YEAR FRBO. <br />FLOOD <br />ELlIV. Olef.) <br /> <br />50-YBAR FRBQ. <br />.loDOD <br />SLEV. Qlefs) <br /> <br />100-YBAJI. FRBQ. <br />.loDOD <br /> <br />500-YEAR FREO. <br />FloDOD <br /> <br />X-SECT. <br />ID <br /> <br />RBACB STATION STREAM 10-YBAR rRBO. <br />LENGTH DISTANCE 8O'l"1'a.l FLOOD <br /> <br />BLBV. <br /> <br />ELBV. <br /> <br />Q(C~II) <br /> <br />BL"". <br /> <br />Qjcfll) <br /> <br />POUR ILB CREBX'S CHANNEL <br /> <br />-M <br />40 , , 5240.5 5248 .52 40387 5249.46 591.2 5249.409 881.3 52409.50 12331 5249.51 23242 <br />so 26' 26' 5240.7 5249.71" 40387 5249.99 5912 5250.97 881.3 5250.98 12331 5250.99 23242 <br />" '" m 5244.0 5251.52 4387 5252.38 5912 5252.36 881.3 5252.37 12331 5252.37 23242 <br />7D SOO 1155 5246.8 5255.65* 4387 5256.09 5642 5257.61 8428 5257.70 11946 5257.79 22857 <br />so 'SO 1605 5249.0 5259.37 4387 5259.51 5642 5259.66 8428 5259.76 11946 5259.84 22857 <br />" 22D 1825 5250.5 5259.51* 4387 5259.51 5642 5259.65 8428 5259.74 11.946 5259.77 22857 <br />100 '" 2385 5255.0 5262.84 4387 5263.75 5642 5265.05 8428 5266.02 11946 5266.20 22857 <br />110 '00 2585 5256.0 5264.50" 4387 5265.06* 5642 5266.26" 8428 5267.21" 11946 5267.89" 22857 <br />m no 2795 5256.5 5266.25 4387 5266.44* 5642 5267.54" 8428 52U.46" 11946 5269.67" 22857 <br />130 '" 3255 5260.0 5268.87 4387 5269.45* 5642 5270.33* 8277 5271.20" 11519 5273.57" 22067 <br />132 no 3565 5261.1 5270.98 4387 5271.48 5642 5272.21 8277 5273.05 11519 5276.20 22067 <br />134 100 3665 5261.6 5272.38 4387 5273.01 5642 5273.72* 8277 5275.38 11519 5276.47" 22067 <br />136 10 3675 5261..7 5272.45 4387 5272.96 5642 5273.87 8277 5274.66 11519 5276.49" 22067 <br />136.5 " 3700 5261.8 5272.48 4387 5273.00 5642 5273.94 8277 5274.77 11519 5276.56 22067 <br />130 10 311.0 5261..9 5272.61 4387 5273.48 5642 5275.24 8277 5277.32 11519 5284."8 22067 <br />1.38.5 5' 3760 5262.1 5272.96 4387 5273.74 5642 5275.38 8277 5277 ..... 11519 5284.48 22067 <br />140 85 3845 5262.5 5273.45 4387 5274.15 5642 5275.66 8277 5277.65 11519 5.284.48 22067 <br />'" " 3935 5263.7 5273.40 4387 5274 .60" 5642 5276.68 8277 5278.64 11519 5264.48 22067 <br />146 10 3945 5263.8 5273.51 4387 5274.65 5642 5276.67 8277 5279.49 11519 5284.48 22067 <br />148 " 3965 5264.0 5273.80 4387 527".91 5642 5277 .26 8277 5280.24 11519 5284.48 22067 <br />lSO 10 3975 5264.5 5274.00 4387 5275.15 5642 5277.36" 8217 5280.30 11519 5284.50 22067 <br />154 so 4025 5264.6 5274.49 4387 5275.63 5642 5277.85" 8277 5280.33 ll519 5284.50 22067 <br />155 m 4350 5266.2 5277 .88 4387 5279.11 56"2 5281..06 8277 5281.39 11.51.9 5284.48 21.875 <br />lSO 315 4665 5268.0 5279.16 4387 5280.11 5642 5281.44 8277 5281.94 11519 5285.:;18" 21875 <br /> <br />.. Int.erpolat.ed elevation <br />
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