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<br /> FLOODING SOURCE FLOOD PLAIN DATA FLOODWAY DATA!l)
<br /> CROSS STATION 0100 STREAM 10o-YR lOo-YR FLOODWAY WIDTH (FT)(2) FLOODWAY
<br /> IDENTIFICATION BED ELEV. FLOOD ELEV. - ELEV.
<br /> SECTION (Fl) (CFS) (MSL) (MSL) WIDTH (Fl) L BANK R, BANK TOTAL (MSL)
<br /> 75 292+00 1984 5733.8 5738.5 69.0
<br /> 76 294+00 1984 5736.2 5740.2 77.7
<br /> 77 296+35 1984 5740.7 5744.7 66.8
<br />Dad Clark Drive and North 78 297+80 1984 5743.0 5747.3 117.8
<br />Hi ghl ands Loo p
<br />(Future Intersection) 79 301+00 1953 5747.5 5751 .5 11 0.8
<br /> 80 302+56 1953 5750.0 5754.4 144.7
<br /> 81 305+33 1953 5755.0 5759.6 107.5
<br /> 82 307+40 1953 5758.7 5762.7 83.5
<br /> 83 309+00 1953 5760.2 5764.6 73.9
<br /> 84 311 +52 1953 5764.9 5768.0 127.7
<br /> 85 314+00 1953 5769.3 5773.0 11 0.5
<br /> 86 316+40 1953 5773.0 5776.1 98.7
<br /> 87 319+00 1953 5776.4 5780.6 86.1
<br /> 88 320+87 1953 5780.0 5783.3 94.8
<br /> 89 322+90 1953 5783.0 5786.7 98.3
<br /> 90 326+00 1953 5788.0 5792.1 63.0
<br /> 91 329+34 1953 5794.7 5798.8 101 .8
<br /> 92 332+00 1953 5799.8 ,5806.2 49.3
<br /> 93 335+42 1953 5805.0 5810.1 82.0
<br /> 94 337+20 1953 5807.8 5811 .9 70.4
<br /> 95 340+00 1953 5813.5 5817.0 79.2
<br />West Parker Road (Future) 96 342+00 1953 5816.0 5819.6 84.6
<br /> 97 346+00 1780 5822.2 5826.9 68.7
<br /> 98 348+60 1780 5825.8 5830.1 58.1
<br /> 99 351+00 1780 5829.7 5833.2 67.8
<br /> 100 353+00 1780 5832.7 5836.5 57.4
<br /> 101 354+62 1780 5835.6 5839.5 67.2
<br /> 102 356+00 1780 5837.6 5841 .7 91.2
<br /> 103 359+00 1780 5844.3 5848.3 105.7
<br /> 104 360+52 1780 5847.4 5850.6 86.8
<br /> 105 362+00 1780 5850.0 5853.0 95.4
<br />Confluence With Reach 2 106 365+60 1780 5855.6 5859.0 75.3
<br /> 107 370+00 941 5862.7 5865.2 82.3
<br /> 108 373+00 941 5867.7 5870.9 47.9
<br /> 109 377+00 941 5874.4 5877 . 7 62.9
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<br />(1) F100dway data are based on encroachment causing up to 0.5 ft. vertical rise in the 100-year fiood elevation.
<br />Where fioodway data are not given they shall be assumed to be identical to the fiood plain data.
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<br />(2) Lef,t and right distances are measured from the center of the flowl ine of the channel looking downstr.eam.
<br />
<br />REVISED 10-9-80
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<br />o.,.~ ;r.."~ - -,;.e'" 't ,".___, M.OI' . _ ,-"._,,,,[~ ~ .
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<br />URBAN DRAINAGE AND FLOOD CONTROL DISfRICT
<br />FLOOD HAZARD AREA DELINEATION
<br />DOUGLAS COUN1Y
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<br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA
<br />DAD CLARK GULCH
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<br />CONT,
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<br />t1&~ Jock ?~~o~~ ",~~pony
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<br />TABLE 3
<br />SHEET C
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