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BOARD02414
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Last modified
8/16/2009 3:15:16 PM
Creation date
10/4/2006 7:14:52 AM
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Board Meetings
Board Meeting Date
9/25/2000
Description
Directors' Reports
Board Meetings - Doc Type
Memo
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<br />e <br /> <br />e <br /> <br />e <br /> <br />7. Jackson Lake Reservoir and Irrigation Companv - Diversion Structure Rehabilitation <br />Authorization: HB 00-1419 County: Weld-E. of Greeley <br />Water Source: South Platte River Project Yield: 34,000 acre feet <br />Terms of Loan: $336,600 @ 4.00% for 30 yrs. Project Type: Diversion Structure <br /> <br />This project is the rehabilitation of the Jackson Lake Reservoir and Irrigation Company's diversion structure <br />on the South Platte River. The existing structure suffered severe damage in 1995 and again in 1999. when the <br />river cut around the south abutment. G.A.S.P. from Fort Morgan, Colorado was retained by the Ditch Company <br />to prepare the final design plans and specifications to construct a new 200-ft. long concrete diversion structure, <br />involving 100-ft. of Obermeyer pneumatic gates and 100-ft of a concrete short wall, with a 16-ft. long <br />downstream flat slab jump basin. The Contractor, Boone Excavating, out of Fort Morgan. Colorado, <br />commenced construction in late August 2000, and is anticipated to be completed by November, 2000. <br />8. Idaho Springs, Town of - Idaho Springs Reservoir Rehabilitation <br />Authorization: HB 98-1189 County: Larimer - S. of Idaho Springs <br />Water Source: Chicago Creek Project Yield: 230 acre feet <br />Terms of Loan: $955,000 @ 4.75% for lO yrs. Project Type: Reservoir Rehabilitation <br /> <br />In 1998 the State Engineer's Office restricted the storage height of the reservoir to be 9-ft. below the crest of <br />the dam. reducing the storage capacity from 230 acre-ft. to 120 acre-ft. The storage restriction was due to excessive <br />seepage and the poor condition of the spillway. Harrison Westem Construction, and designlbuild group out of <br />Denver, Colorado, was retained by the Town to design and construct the necessary improvements to restore the dam <br />to its original storage capacity of 230 acre-feet. The proposed improvements include. constructing a compacted <br />earthfillliner on the upstream slope of the reservoir and floor, construct new toe drains, raise the embankment dam <br />crest by 2.5-ft., place rip rap and liner protection material above the earthfillliner. spillway repairs, and fill the old <br />borrow pit within the reservoir. Harrison Western Construction is scheduled to commence construction by the end <br />of September, 2000, completing the embankment work this fall and finishing the spillway modification next year. <br /> <br />9. Plumb and Dailev Ditch Companv - Boulder Creek Diversion Structure Rehabilitation <br />Authorization: Small Project Loan County: Weld - E. of Boulder <br />Water Source: Boulder Creek Project Yield: 2,278 acre feet <br />Terms of Loan: $42,000 @ 3.75% for 20 yrs. Project Type: Diversion Structure <br /> <br />This project is the rehabilitation of the Plumb and Dailey Ditch Company's diversion structure on Boulder <br />Creek, which has deteriorated due to age to the point of replacement. The replacement structure. designed by <br />Natural Resources Conservation Service, Greeley Office, consists of a new 48-ft. long concrete diversion structure, <br />with 8 - 6'x2'raised gates, and a 25-ft. long downstream grouted rip rap spill basin. Concrete Structures, out of <br />Longmont. Colorado, has been awarded the construction contract and is scheduled to commence construction on <br />October 1.2000. <br /> <br />10. Highland Ditch Companv - Foothills Reservoir Dam Rehabilitation <br />Authorization: SB 98-1198 - Severance Tax County: Boulder - W of Longmont <br />Water Source: St. Vrain River Project Yield: 450 ac.ft. <br />Terms of Loan: $1,040.000 @ 4.0% for 30 years Project Type: Dam Rehabilitation <br /> <br />This project is the rehabilitation of Foothills Reservoir dam, located west of Longmont in Boulder County. <br />The dam has an inadequate spillway and severe seepage through the embankment and has had a storage restriction <br />placed on it by the State Engineer. The final design plans and specifications were prepared by Smith Geotechnical <br />Engineering Consultants of Fort Collins Colorado. The proposed improvements include a new spillway, a sand <br />filter blanket along the downstream face of the dam, a perimeter toe drain with flow measuring devices, rip rap <br />placement along the upstream face of the dam, and reconstructing the dam crest. The project will be awarded by the <br />end of September 2000, and is scheduled to commence construction in mid-October, 2000. <br />
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