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FS0018X Feasibility study
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FS0018X Feasibility study
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Last modified
11/19/2009 11:43:04 AM
Creation date
10/5/2006 11:32:51 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0018X
Contractor Name
Sterling, City of
Contract Type
Loan
Water District
0
County
Logan
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />8. Proposed Near-Term Improvement and Operation of Pioneer Ditch, Sterling, Colorado, "Summary <br />Report" by Charles F. Leaf and Resource Consultants, Inc., dated July 1988. <br /> <br />9. Flood Insurance Study, City of Sterling, Colorado, Logan County by Federal Emergency <br />Management Agency, dated September 29, 1989. <br /> <br />to. Flood Plain Management Study, Pawnee Creek in Logan County, Colorado by U.S. Department of <br />Agriculture, Soil Conservation Service, dated April 1992. <br /> <br />11. Section 22 Planning Assistance, Major Drainageway Plan Pioneer Ditch at Sterling, Colorado by <br />U.S. Army Corps of Engineers, dated December 1995. <br />\..., <br /> <br />Description of Flooding Problems <br /> <br />Major flood events have occurred on Pawnee Creek in May 1935, June 1965, and July 1997. Minor <br />flooding occurred in 1967, 1990 and 1992. Flows in 1935 damaged the railroad between the City of <br />Sterling and Town of Atwood. Several hundred yards of HWY 14 west of Sterling were destroyed, <br />and approaches to the Sterling Bridge north of Atwood, HWY 6, and the bridge and tracks of railroads <br />at the Pawnee Bridge were also damaged. Discharge estimates from the 1935 event are not available, <br />but the Pawnee Overflow did operate sending flows into Sterling. <br /> <br />Flooding occurred on June 14 and 15 of 1965 as a result of heavy rainfall on the Pawnee Creek <br />watershed. Considerable damage occurred throughout the lower reaches of the watershed. South of <br />Sterling, near Town of Atwood, floodwater overtopped HWY 6 and the railroad tracks. Pawnee Creek <br />floodwaters also flowed in a northeasterly direction along HWY 6 and inundated portions of the <br />western section of Sterling. A peak flow estimate of 35,200 cfs was indirectly measured at the <br />Colorado Highway 14 Bridge approximately 10 miles upstream from Town of Atwood. The estimated <br />Pawnee Overflow was 5,000 cfs. <br /> <br />During the week of July 28, 1997, heavy rains caused significant flooding in several areas including <br />the communities of Fort Collins, Weldona, Town of Atwood, and Sterling (See Figures 4 and 5 for <br />Photos). Rainfall over the Pawnee Creek watershed on the evening of July 29th saturated <br />agricultural/range lands and caused major storm runoff in the tributaries and main channel floodwaters <br />in Pawnee Creek crested in Town of Atwood at approximately 3 PM on July 30. Floodwaters from the <br />Pawnee overflow first reached the south side of Sterling at about 4 PM, and then crested in the <br />downtown area around midnight on July 30th. Point rainfall amounts of up to 15 inches in a 4 to 8 <br />hour time period were reported in the upper watershed areas of Pawnee Creek. Estimated rainfall <br />depths over the drainage basin are shown on Figure 6. These depths were based upon a rainfall bucket <br />survey conducted by the CWCB, Corps of Engineers, Omaha District, and Logan County staff. The <br />peak flow estimate on the mainstem above Colorado HWY 14 is significantly higher than the 1965 <br />peak flow estimate. Based upon field-surveyed high water marks, flow estimates were made using.indirect flow measurement techniques and are presented on the following table. <br /> <br />7 <br />
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