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FLOOD01407
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Last modified
11/23/2009 12:58:18 PM
Creation date
10/4/2006 9:59:44 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
301
County
Arapahoe
Community
Unincorporated Arapahoe County
Stream Name
Piney Creek Tributaries
Title
Flood Hazard Area Delineation - Piney Creek Tributaries
Date
4/1/1989
Designation Date
7/1/1989
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I Table 8 (Continued) <br /> flOODPLAIN AND FlOODWAY REFERENCE DATA: SADDLE ROCK RANCHES GULCH <br />I Cross <br />Section Thalweg 10-Year 50- Yea r 100-Year Floodplain Data Floodway Da ta <br /> Number Station Elev. Di scha rge Elev. Discharge Elev. Discharge Elev. Vel. Width Elev. Vel. Floodway Width (I) <br />I refs) refs) (cfs) ( fps) ( fps) left Right Total <br />I 13480 134+80 6030.0 175 6032.4 415 6033.4 545 6033.8 6.5 41 6033.8 6.5 15 26 41 <br />14070 140+70 6036.1 135 6038.2 300 6039.1 385 6039.4 6.4 30 6039.4 6.4 19 11 30 <br />I 14675 146+75 6044.3 135 6046.2 300 6046.7 385 6047.1 4.5 74 6047.1 6.2 8 27 35 <br />15400 154+00 6051 .0 135 6053.2 300 6054.4 385 6054.5 4.9 46 6054.6 4.7 14 32 46 <br /> 15430 154+30 6049.8 135 6053.5 300 6054 .7 385 6054.9 3.8 66 6054.9 4.1 38 13 51 <br />I 15440 154+40 6053.7 135 6054.7 300 6055.1 385 6055.2 5.7 70 6055.3 6.3 39 12 51 <br /> 15630 156+30 6057.9 135 6058.7 300 6059.1 385 6059.3 5.2 78 6059.5 6.5 28 16 44 <br />I 15700 157+00 6060.7 135 6061.8 300 6062.4 385 6D62.6 6.2 57 6062.6 6.7 6 31 37 <br />15720 157+20 6066.0 135 6066.9 300 6067.1 385 6067.3 4.0 196 6067.6 6.1 11 45 56 <br />I 16165 161 +65 6069.4 110 6071.6 250 6072.3 315 6072.6 4.0 47 6072 .7 4.0 11 36 47 <br />16255 162+55 6073.5 110 6074.8 250 6075.4 315 6075.6 6.2 119 6075.6 6.3 20 99 119 <br />I 16285 162+85 6080.9 110 6081.8 250 6082.2 315 6082.5 6.2 44 6082.5 6.1 -66 110 44 <br />16310 163+10 6079.8 110 6082.1 250 6082.9 315 6083.1 0.8 166 6083.1 0.8 52 114 166 <br /> 16550 165+50 6080.1 110 6082.1 250 6082.9 315 6083 .1 3.0 73 6083.1 3.5 15 35 50 <br />I 16600 166+00 6084.0 110 6084.8 250 6085.2 315 6085.3 5.2 74 6085.4 5.9 25 25 50 <br /> 16700 167 +00 6094.0 110 6094.9 250 6095 .2 315 6095.3 5.0 79 6095.4 5.9 25 26 51 <br />I 17180 171 +80 6096.1 110 6097.5 250 6098.0 315 6098 .1 4.0 71 6098.3 4.5 4 46 50 <br />17530 175+30 6103.9 110 6104.6 250 6104.9 315 6105.0 5.1 75 6105.1 5.9 14 39 53 <br />I 17965 179+65 6113.0 110 6114.2 250 6114.8 315 6114.9 6.7 34 6114.9 6.7 14 20 34 <br />I <br />I <br />I <br />I (1) looking downstream, as measured from centerline of channel. <br />(2) Includes shallow flooding area. <br /> <br />
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