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FLOOD08422
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Last modified
1/25/2010 7:14:31 PM
Creation date
10/5/2006 3:36:09 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
27
County
El Paso
Community
Colorado Springs
Stream Name
Sand Creek
Basin
Arkansas
Title
Flood Hazard Analysis - Sand Creek, Colorado Springs, El Paso County
Date
7/1/1973
Designation Date
10/1/1973
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />I <br /> <br />-17- <br /> <br />-18- <br /> <br />I <br /> <br />I <br /> <br />flood hazard area. Thi~ problem Can be corrected by enlarging the openin~$ <br /> <br />Sediment deposition and debris are other factors Which influence the <br />channel hydraulic characteristics and subsequently affect the flood line <br /> <br />I <br /> <br />under Galley Road. ~ew developnents, presently planned or under construction, <br /> <br />I <br /> <br />aTe within the flood hazard area. For example, the low-lying land bordering <br /> <br />location. DuringthccourseofthisS!udy, it wlIsobscrved that several <br />road crossings, especially those with small culverts, had been partially <br />clogged with debris and sediment. A source of debris which could bocome <br /> <br />I <br /> <br />the Center Tributary (Photo No. 2S)iSlonedforindustrialuse. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />The meager accounts of historical flooding reveal that ~ost da~ag~s <br /> <br />dislodged and carried do~~stream, is the dump on the east side of the Sand <br /> <br />on Sand Creek are related to roads and bridges. Rond crossings ~ith inndcquate <br /> <br />Creek channel located between U.S. Highway 24 and Galley Road (Photo ~o. 20). <br /> <br />I <br /> <br />I <br /> <br />culvert and/or bridge openings often cause channel constrictions and obstruction <br /> <br />Recomm~l1da..Uor~ <br /> <br />I <br /> <br />to flood flows. Elevated roads in the flood plain act as barriers ~'hich <br /> <br />I <br /> <br />raise the water surfaee elevations at sortclocations. Ctherroadcrossings <br /> <br />Existing flood zone resolutions and subdivision regulations are in accord <br /> <br />I <br /> <br />I <br /> <br />arc lower than the flood plain and act as channels diverting water fro~ its <br /> <br />with generally recogni.ed flood plain management principles. The following <br /> <br />normal course. ~lany of the crossings are over-topped with runoff from stOlT.lS <br /> <br />recommendations are included for consideration in reducing potential flood <br /> <br />I <br /> <br />I <br /> <br />occurring more frequently than the IO-yearevcnt. <br /> <br />damage on Sand Creek and its maj~r tributaries: <br /> <br />I <br /> <br />I <br /> <br />Following are exar.tple~ of ~~ad crossings ~'hicJl have it pronounced effect <br /> <br />1. Application for appl"oval of fZood 20M l'egulationll be made to the <br />Colorodo Water Consel"Vation Board. <br /> <br />I <br /> <br />I <br /> <br />Photo No. Road Crossings <br />" Galley Road <br />OS Terminal Street, U.S. f!ighwar " <br />31 Fountain Boulevard <br />3~ ""' " Academy Boulevard <br />" and 2S Hancock Expres~way <br />" ~larksl1effel Road <br />3l GallcyRoad <br />3l Peterson Road <br /> <br />2. A mMtu dva'naJG pZz' :'01.' tr:" ",,-tire SC'I':d C":'eek W,:'tel"ehed c.~ <br />developed. <br />3. A study be !r.ade >,egW'ding >'Gad c>,ossin.g pl"obZem. Several e:dsti,..g <br />C"'OUJings =e i1".adeqllat;? in ""I....,ti,m to potential floodin.g. Futu:re <br />road crossing deeign and location should be compatibZe ~ith the <br />mallWI' drail".age plan.. <br />4. A periodic inspection of channeZs shou~ be conducted to assure <br />that flocd channels are not being encroached upon and that design <br />capacities are blling mai.?1tainlld. <br /> <br />I <br /> <br />on the location of the flo~d h..~..nl art'as: <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />5. A fZood ehmmel maintenance program be established to remove <br />debpis and repaip damaged channels. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />
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