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Last modified
1/25/2010 6:45:36 PM
Creation date
10/5/2006 12:25:17 AM
Metadata
Fields
Template:
Floodplain Documents
County
Fremont
Community
Canon City
Stream Name
Arkansas River & Tributaries
Basin
Arkansas
Title
Flood Emergency Action Plan Arkansas River
Date
8/1/1996
Prepared For
Canon City, Fremont County
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Flood Mitigation/Flood Warning/Watershed Restoration
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<br />e <br /> <br />e <br /> <br />e <br /> <br />Sandbag Closure <br /> <br />H <br /> <br />3' MIN. <br /> <br />H <br /> <br /> <br />- <br /> <br />~ <br /> <br />'- , <br />, ...."..".:,.<~ <br /> <br />--,.' <br />.... ...... ... "' ~ ~. ' -....... ,.... .....,...""....... . ,.."" v. .............~... J.......... ~ I ........ -....;:. ........ ""-...: <br />......-.........:;J.;:.......:...:;f'oo...............~.,j,..: ..... ......"..."::.;..".........'! ..~~...,/. ..;:.:-,...."",......... <br /> <br />~- ~ <br /> <br />~css-s~~rlON or SANDBAC CLOSURE <br /> <br />Cross-section of sandbag closurll <br /> <br />t <br /> <br />iH <br /> <br />I <br />I <br />I <br />; <br />-'-"-.::' <br /> <br />Sandbag Clcsures. Sandbags used in sandbag dosures are generally of burlap. about 19 X 36 inches empty, although <br />any type and size may be used U necessary. (Accmmon size is 15X24Inches.) Sandbags arefiUedwtth eanh about <br />two.thirds full, shaken down loosely but not tamped. lbe bags need not be tied II they are carefully placed: .,~ open <br />unfmed end is folded back underthe bag so the weight of the bag keeps ttdosed. The bags are laid In layer-. The bags <br />of the bottom layer laid lengthwise of the opening, the bags of the seccnd layer laid crosswlse of the openir.;.the third <br />layer lengthwise and so on, each succeeding layer being laid In an altemate direction to the layer below. Each layer cI <br />bags should be tamped or tramped tmo place, with loose eanh or smaD bags placed in voids and recesses as a flUer. <br />Each layer of bags should be ccnstructed to full heighL Base width of a closure is 2H + 3', where H is the height in feel. <br />Side slopes should be roughly 1 to 1. <br /> <br />0-1 <br />
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