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<br /> <br />Colorado Flood Hazard Mitigation Plan -1999 <br /> <br />1998 CollI'Ido 0111 F1dIare UlIIn 2J1 <br /> <br />The Cart Sm~h Reservoir failed on the <br />evening of May 2, 1998, Cart Sm~h <br />Dam is an 850 acre-foot, Class 1 off- <br />channel reservoir In Leroux Creek Basin <br />north of Hotchkiss, Colorado. The failure <br />was a result of a large slide on the down- <br />stream slope that extended across the <br />crest and into the upstream slope, The <br />releasing water swiftly eroded down <br />through the top half of the remaining em- <br />bankment and quickly released about <br />500 acre-feet of storage, The peak dis- <br />charge just below the dam was deter- <br />mined to be around 3,300 cts, Several <br />residences were evacuated, The only <br />loss of life was livestock, The high water <br />washed out numerous bridges. and di- <br />version structures were quickly rebuin to <br />restore water to inigators. <br /> <br />stream channel causing a flood, An ice jam can also <br />break up, suddenly causing a surge of waler as the <br />"reservoi(' that was formed behind it is suddenly re- <br />leased, Ice jamming occurs in slow moving streams <br />where prolonged periods ~ cold weather are experi- <br />enced, Sometimes the ice jams are dynam~ed, allow- <br />ing a controlled release of the backed up waler to flow <br />downstream, In 1955, 1962, and 1983, flooding in <br />Rangely resuned from ice jams, as did 1973 flooding in <br />Meeker. <br /> <br />2.2.1,6 Dam Failure Floods <br />Dam failure floods are primarily a resun of hydrologic <br />or structural deficiencies, The operation 01 a reservoir <br />can also influence the safety of the structure. <br /> <br />Dam failure by hydrologic defICiency is a resun ~ in- <br />adequate spillway capacity, which can cause a dam to <br />be overtopped during large flows into the reservoir. <br />Dam failure by hydrologic defICiency occurs from ex- <br />cessive runoff after unusually heavy precipi1ation in the <br />basin, Large waves generated from landslides into a <br />reservoir or the sudden inflow from upstream dam fail- <br />ures are other causes of dam failure by overtopping, <br />Overtopping is especially dangerous for an earth dam <br />because the down-rush ~ water over the crest will <br /> <br />Chapter 2 - 8 <br /> <br />I <br />I <br />I <br /> <br />erode the dam face and, d continued long enough, will <br />breach the dam embankment and release all the <br />stored waler suddenly into the downstream floodplain. <br /> <br />Examples ~ structural defICiencies include seepage <br />through the embankment, piping along internal con- <br />durts, erosion, cracking, sliding, overturning rodent tun- <br />neling, or other weakness in the structure, Old age is <br />often at the root ~ structural deficiencies, Seismic ac- <br />tivity in Colorado has recently been recognized as a <br />potential source of structural problems due to liquefac- <br />tion ~ sand layers in the embankment ~ a dam, <br /> <br />The mechanics ~ a structural failure depends on the <br />type of dam and the mode of failure, Dam failure <br />floods due to structural deficiencies are characterized <br />by a sudden rise in stream level and relatively short <br />duration similar to a thunderstorm flood, They can 0c- <br />cur at any time, but earthen dams appear to be most <br />susceptible to structural failure during the fall and <br />spring freezing and thawing cycles, <br /> <br />There are about 27,000 dams in Colorado, the majority <br />of them being livestock water tanks, which are small, <br />low hazard dams located in rural areas, This number <br />includes 1,829 jurisdictional-sized reservoir dams that <br />are greater than 10 feet in vertical heigh~ or have a <br />reservoir whose surface area exceeds 20 acres, or its <br />capacity exceeds 100 ecre-feet, In addition there are <br />several non-jurisdictional sized (NJ) reservoir dams <br />that have been rated as SignifICant Hazard because of <br />their potential impact on improved properties. The con- <br />struction and repair ~ these non-jurisdictionai sized <br />dams must be approved by the State Engineer, and all <br />the reservoir dams, including the Significant Hazard NJ <br />dams, receive safety inspections periodically to assure <br />they are being operated and maintained in a safe man- <br />ner. <br /> <br />Although ffNI lives have been lost from dam failures, <br />property damage has been high, There have been at <br />least 130 known dam failures and incidents in Colo- <br />rado since 1890, The failure ~ the lower Latham Res- <br />ervoir Dam in 1973 and subsequent flooding in the <br />Town of Kersey, Weld County, Colorado, resutted in a <br />Presidential Major Disaster Declaration, <br /> <br />The earliest recorded dam failure flood in the Estes <br />Park region occurred on May 25, 1951, when Ully <br />Lake Dam failed, sending flood walers down Fish <br />Creek and into lake Estes, <br /> <br />In June 1965, a flood occurred on Clay Creek in Prow- <br />ers County, which overtopped an earthen dam baing <br />constructed by the Colorado Game, Fish, and Parks <br />Commission, Although the dam did not fail, rt did di- <br />vert flood water into an adjacent drainage. The subse- <br />quent damage and death from this flood resutted in an <br />important legal controversy known as the Barr Case, <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />lIUXl5:30 PM <br />