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<br /> FLOODING SOUFlCE _ Q __+;'RE~~OOD ~~~~A~:'R J=__ f~OOl~W~~~~:~."-ATAl". 1
<br /> .--.------- ._.__.._'-'---"_._._'_.._[~.._'---_._'-- ---~-~--,-~ ----,~--
<br /> IDENTIFICATION CROSS STATION FLOODWAY
<br /> 100 BED ELEV, FLOOD FI:t.. .. ~ I ELFV.
<br /> SECTION (FT) (MSL)
<br /> (CFS) (MSL) (MSlj WIDTH (FT) L BANK R. BANK TOTAL
<br />--------~~ _.~--~--~-_.._-- ,~----,--~- -~~,,-- -----'.~-' -.. _._---~-,-_.. ~-~~,-,.- --_._~- -~- --,,~ ---_---...~-
<br />Downstream Limit of Reach 1, 1 101+23, 3881 5481. 5 5489.0 167.4
<br />(Upstream End of McLell an Res.) 2 101+73 3881 5482.0 5493 .9 201.0 169.4 31.6 201.0 5494.0
<br />Co. Line Road (Existing C-470) 3 I 02 +8 3 3881 5483.0 5496.2 664.6 658.5 6.1 664.6 5496.2
<br /> 4 103+33 3881 5483.5 5496.0 122.1 26.6 95.5 122.1 5496 . 0
<br /> 5 106+40 3881 5484.8 5495.9 86.4 19.4 67.0 86.4 5495. 9
<br /> 6 110+00 3881 5484.8 5497 . 3 83.2 28.0 55.2 83.2 5497.3
<br /> 7 113+00 3881 5484.8 5498 .4 62.2 36.2 25.9 62.1 5498 .4
<br /> 8 117+00 3881 5492.8 5500.4 75.5
<br /> 9 119+37 3881 5496.8 5504.7 65.0
<br /> 10 119+87 3881 5496.9 5507.5 127.0
<br />Highline Canal Crossing II 120+ 10 3881 5498.0 5507.6 77 .3
<br /> 12 120+60 3881 5499.8 5507.2 61.6
<br />Centennial Pkwy. (Future C-470) I 3 124+35 3881 5506.0 5511 .1 142.3
<br /> 14 128+00 3881 5508.7 5514.5 83.0
<br />Canal Road (Future) 15 133+00 3943 5511.6 5520.8 50.7
<br /> 16 136+00 3943 5512.7 5524.3 105.5
<br /> 17 139+00 3943 5516.8 5525.7 67.9
<br /> 18 142+00 3943 5520.8 5529.5 92.1
<br />Confl uence \1 it h Reach 6 I 9 144+75 3943 5522.8 5531.4 82.1 28.3 53.8 82. I 5531.4
<br /> 20 147+00 2768 5527.9 5534.5 162.5
<br /> 21 149+00 2768 5528.7 5536.6 149.7
<br /> 22 154+00 2768 5532.8 5540.0 76.7
<br /> 23 156+68 2768 5535.8 5544.0 133.1
<br />roadway ( Future Extension) 24 159+00 2768 5538.7 5545.8 86.4
<br /> 25 163+40 2768 5542.0 5549.5 81.7
<br /> 26 167+00 2768 5547.8 5555.8 68.9
<br />Confl uence With Reach 5 27 170+40 2768 5552.8 5559.7 91.2
<br /> 28 174+20 2768 5558.8 5563.7 83.8
<br /> 29 178+00 2768 5558.8 5567.5 58.1
<br /> 30 180+54 2768 5562.8 5570.5 109.6
<br /> 31 183+00 2768 5568.0 5573 .1 72 .4
<br /> 32 186+00 2768 5573.8 5580.4 53.0
<br /> 33 188+00 2768 5578.8 5583.8 180.2
<br /> 34 191 +62 2768 5581 .. 8 5586.7 85.3
<br /> 35 195+00 2768 5590.0 5593.8 119.5
<br /> 36 196+80 2768 5593.8 5597.2 160.4
<br /> 37 198+ 15 2768 5592.0 5599.2 238.7
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<br />(1) Flood'iilY data are based on encroachll;cnt causing up to 0.5 ft. verticill rise in the 100.yeilr flood elevation.
<br />Where floodway data are not given they shall be assumed to be identical to the flood plain data.
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<br />(2) Left and right distances are measured from the center of the flowline of the channel 100kin9 downstream.
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<br />REVISED 10.9 -80
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<br />/-TJ I URBAN DRAIi'Ji;..GE AND FLOOD COi'JTf10L DISTRICT FLOOD PLAIN AND FLOODWAY REFERENCE DATA
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<br />,j ( JC\CK?:.~o.u~~o~pan!J FLOODHAZA~DA,READFLlNEArION rll\n (~l fU.'.~~r (:,.~ I' (~llq
<br />.. , ,',"" '.'. DOUCLAS COUNTY 1,,):.., .,..","'~lf H\.L,..L ..."gu
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