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<br />1921, 1933, and 1938. The other events are listed below,
<br />
<br />Flood of 30 Mav 1948. On 30 May 1948 a 10calizEid thunderstorm dropped 8 inches of rain and hail
<br />in four hours on the lower basin of Sand and Toll Gate Creeks, Flooding resulted downstream of
<br />Colfax Avenue, Estimated discharges on Sand Creel< of 7,720 d,s, and 10,500 c.f.s" respectively,
<br />at Colfax Avenue and at the mouth caused overbank stages from 4 to 8 feet deep, Tourist cabins near
<br />Colfax Avenue and an oil refinery near the mouth were damaged, but farms and livestock feet lots in
<br />the flood plain suffered the most
<br />
<br />Flood of 8 and 9 Mav 1957, A heavy rainstorm occurred over the Sand Creek basin and adjacent
<br />areas on 8 and 9 May 1957, Over 4,0 inches of rainfall occurred at the storm center, Major flooding
<br />resulted on Sand and Toll Gate Creeks, Runoff from the Sand Creek basin caused severe flooding
<br />along the South Platte River. The floodwaters in tile Sand Creek basin receded in less than 12 hours,
<br />but high flow conditions along the South Platte River continued for several days as higher than average
<br />snowmelt lasted almost to the end of the month, On Sand Creek, near Stapleton International Airport,
<br />the flow was estimated to be 25,000 cubic feet per second and upstream from Toll Gate Creek, the
<br />Sand Creek discharge was estimated to be 8,000 cubic feet per second, The Toll Gate Creek
<br />discharge was estimated to be 10,500 cubic feet per second at East 6th Avenue in Aurora, which is
<br />about 2 miles upstream from the mouth of Toll Gate Creek, At 6th Street the fast rising flood crest
<br />exceeded the capacity of the culverts and overflowed the roadway, Water flowing up to 1,6 feet deep
<br />washed out the road bed, Extensive damages were inflicted on homes, utilities, and bridges, A woman
<br />and two children were drowned in a basement apartment by Toll Gate Creek floodwaters, Peak
<br />discharge-on the South Platte River at the Henderson gaging station, located about 7 miles
<br />downstream from the mouth of Sand Creek, was estimated to be 12,000 cubic feet pm second,
<br />
<br />Flood of 16 and 17 June 1965, Heavy to torrential rainfall occurred over the Sand and Toll Gate
<br />Creek basins on 16 June 1965, Rainfall averaged 2 to 4 inches over the Sand Creek basin, Resulting
<br />discharges on Sand Creek were estimated to be 13,400 cubic feet per second at Sable Avenue,
<br />located about 0,5 miles upstream from Toll Gate Creek, and 18,900 cubic feet per second
<br />downstream from Toll Gate Creek, The peak flow on Toil Gate Creek was estimated to be 17,000
<br />cubic feet per second at East 6th Avenue in Aurora, Heavy runoff from Sand and Toll Gate Creeks
<br />caused extensive damage in the Aurora vicinity and contributed additional flood volume to the South
<br />Platte 'River north of Denver, Nearly every highway and railroad bridge crossing on Sand and Toll
<br />Gate Creeks was either damaged or destroyed, About 750 acres of land adjoining Sanel Creek and
<br />120 acres of land adjoining Toll Gate Creek were inundated, Flooding along the downstream 10 miles
<br />of Sand Creek were inundated, Flooding along the downstream 10 miles of Sand Creek spread to
<br />widths ranging between 500 and 1,500 feet On the (jownstream 6 miles of Toll Gate Creek, the flood
<br />width ranged from 300 to 1,000 feet Transportation and urban damages on Sand and Toll Gate
<br />Creeks were estimated at $3,000,000, Additional rainstorms in July 1965 seriously hampered recovery
<br />efforts and destroyed temporary bridges, These caused basement flooding in Aurora,
<br />
<br />4.1.7 CLEAR CREEK
<br />
<br />Flood History Records indicate that Clear Creek in the past has not sustained frequent flooding,
<br />However, available information does not appear to represent the present basin flood potential.
<br />Flooding that has been reported has resulted in either from a combination of storm runoff and heavy
<br />
<br />Colorado Flood
<br />Hydrology Manual
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<br />4,9
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<br />DRAFr
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