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<br />Construction <br /> <br /> <br />~.~'!' <br /> <br />.; <br />~,:;.#~ <br /> <br />r.:~ ' \ \ <br />1Jt~ ~ _ <br /> <br />Dallas Creek spillway Intake structure <br /> <br />The major construction activities of the <br />Upper Colorado Regional Office in Fiscal <br />Year 1984 included the Glen Canyon Spill- <br />way Repair on the Glen Canyon Storage <br />Unit: the Upper Stillwater Dam and other <br />features of the Strawberry Aqueduct and <br />Collection System oj the Bonneville Unit, <br />Central Utah Project: McPhee Dam of the <br />Dolores and Ridgway Dam of the Dallas <br />Creek Projects: Installation of air slots in <br />the spillways of the Flaming Gorge Storage <br />Unit and Blue Mesa Dam of the Wayne N, <br />Aspinall Storage Unit. <br /> <br />Construction or rehabilitation was also in <br />progress on Navajo Unit: Central Utall <br />Project's Bonneville, Vernal and Jensen <br />Units: Dolores Project Dallas Creek Project: <br />Colorado River Basin Salinity Control Pro- <br />ject Seedskadee Project and the Lyman <br />Project <br /> <br />Glen Canyon Storage Unit: Repair of the <br />damaged spillways of Glen Canyon Dam <br />was completed during 1984 and the left <br />spillway was tested during August 11-15, By <br />releaSing 50,000 cubic feet per second <br />(cts) through the previously damaged spill- <br />way and by sending 20,000 cfs through for <br /> <br />~ <br /> <br />~ <br />t '{"',.' <br /> <br /> <br />t <br /> <br />~ <br /> <br />i <br /> <br />I!: <br /> <br /> <br />New lining of Glen Canyon Dam"s left spillway tunnel <br /> <br />two 24-hour periods, Reclamation tested the <br />strength of the repair work, and the value <br />of the newly added air slots which were <br />designed to eliminate cavitation, the cause <br />of the damage, Without qualification, the <br />repair work and air slots were successful. <br />By the end ot September 1984, all of the <br />work In the right spillway had been com- <br />pleted and only clean-up work remained <br />to be accomplished, <br />Navajo Storage Unit: An extensive program <br />ot investigations of toundation conditions <br />at Navajo Dam related to seepage through <br />the abutments has been completed, Pre- <br />liminary designs have been prepared which <br />call for drilling tunnels into both the right <br />and left abutments of Navajo Dam and <br />constructing a drainage system to remove <br />water seeping through the abutments from <br />the contact with the dam foundation, In <br />addition to these plans, which have been <br />reviewed by outSide consultants, studies <br />ot positive seepage cutoff walls in the <br />abutments of Navajo Dam are also under- <br />way, <br />Flaming Gorge Storage Unit: Work was <br />accepted as substantially complete on the <br />airs lot installment in the spillway tunnel at <br /> <br /> <br />StraVYberry Tunnel Inlet Rehabilitation <br /> <br />Flaming Gorge Dam, Another contract for <br />$437,000 was awarded for spillway tunnel <br />repairs, Portions of the 1 \/,-foot-thick <br />concrete lining will be removed and re- <br />placed with new concrete, At certain desig- <br />nated places, the existing concrete will be <br />repaired, By the end of August 1984, four <br />percent of the work had been accom- <br />plished <br />Wayne N. Aspinall Storage Unit: A <br />$542,260 contract was awarded to modify <br />and repair Blue Mesa Spillway, Damaged <br />portions of the concrete lining will be re- <br />paired and an air slot will be installed which <br />will prevent future damage to the spillway <br />when in operation, Anticipated completion <br />date is May 1985, <br />Seedskadee Project: A request for pro- <br />posals was published for the Fontenelle <br />Dam test section, The work of the test sec- <br />tion involves approximately 700 linear feet <br />of concrete diaphragm wall to be installed <br />through existing embankment and rock <br />abutment foundations in three sections at <br />Fonfenelle Dam, The wall will extend a <br />maximum of approximately 70 feet into the <br />foundation abutment rock foundations, <br />After construction techniques used in the <br /> <br />5 <br />