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WSP08827
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Last modified
1/26/2010 2:49:49 PM
Creation date
10/12/2006 3:17:32 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.122.J
Description
Paonia Project
State
CO
Basin
Gunnison
Water Division
4
Date
12/1/1971
Title
Review of Condition of Project Facilities & Economy: Paonia Project CO
Water Supply Pro - Doc Type
Report/Study
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<br />. ,(cont'd.) <br /> <br />Canal Stations <br /> <br />77,f,:dJ <br /> <br />Section Length (ft) <br /> <br />Work Needed <br /> <br />264 <br /> <br />Coarse grave 1 protection out- <br />side bank and more freeboard <br />Coarse grave 1 protection out- <br />side bank <br /> <br />100 <br /> <br />The above list of needed work was furnished to the Fire Mountain' <br />Canal Manager on October 5, 1971. In early December, he reported that, <br />about 2/3 of the work was completed at a cost of $7,940 and that the <br />remainder would be completed next spring. <br /> <br />Sections needing work during the next two years are as follows: <br /> <br />Canal Stations <br />13t<l0 to 14+10 <br /> <br />18t<l0 Y <br />38+85 <br /> <br />42+00 <br />85+15 <br />90t<l0 <br />119+80 to 122+80 <br />204+50 <br />206+54 to 220+60 <br />264t<l0 <br />278+70 to 280+70 <br />293+80 to 295+80 <br />401+60 to 402+60 <br />421+40 to 423+20 <br />.483+53 to 498+59 <br />660t<l0 <br />685+04 <br />691+90 'to 692+90 <br />693+50 to 695+62 <br />1058t<l5 to 1059+73 <br />1170+95 <br /> <br />Sections <br />110 ft. coarse grave 1 <br />outside bank <br />excavation of old concrete structure in canal <br />prism and placement of earth plug <br />45 ft. coarse grave 1 protection upper portion <br />outside bank <br />75 ft. coarse grave 1 protection on outside bank <br />75 ft. coarse gravel protection on outside bank <br />45 ft. coarse grave 1 protection on outside bank <br />300 ft. % section earth lining with grave 1 cover <br />50 ft. coarse grave 1 protection on outside bank <br />150 ft. coarse gravel protection on outside bank <br />40. ft. coarse gravel protection on outside bank <br />110 ft. % section earth lining wit.h grave 1 cover <br />200 ft. % section earth lining with gravel cover <br />100 ft. riprap on outside bank <br />180 ft. % section earth lining with gravel cover <br />200 ft. coarse gravel protection at various 10cations <br />.300 ft. freeboard improvement <br />100 ft. freeboard improvement <br />100 ft. freeboard improvement <br />200 ft. freeboard improvement <br />170 ft. freeboard improvement <br />100 ft. coarse gravel protection on outside bank <br /> <br />Requiring Work <br />protection upper <br /> <br />portion <br /> <br />.Totals <br />/ Coarse gravel protection on outside bank <br />,I % section earth lining with gravel cover <br />i Freeboard improvement <br /> <br />Y Special <br /> <br />/ <br /> <br />990 ft. <br />790 ft. <br />870 ft. <br /> <br />! <br />/ <br /> <br />There is an old concrete structure at this station that was covered <br />in the outside bank when the canal was enlarged and a good stream of <br />water is percolating through thefill. This should be partially removed <br />and new earth fi11 placed to stop the leakage. <br />
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