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C153835A Feasibility Study
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C153835A Feasibility Study
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Last modified
11/19/2009 11:02:53 AM
Creation date
10/5/2006 11:44:37 PM
Metadata
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Loan Projects
Contract/PO #
C153835A
Contractor Name
Greeley and Loveland Irrigation Company
Contract Type
Loan
Water District
3
County
Weld
Bill Number
HB 98-1189
Loan Projects - Doc Type
Feasibility Study
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<br />------------------- <br /> <br />;.,.:.;.,.;.,.,.:.:.:.,.,.:.;.:.:.:.:.:.;.:.:.:.:.;.,.;.:.:.: <br />......................,..... <br /> <br />ttlmiN6!I <br />.............-.-..................,....................... <br /> <br />Table ill-I <br /> <br />Existing Facilities Inventory <br /> <br /> <br />Big Barnes Ditch <br /> <br />1 <br /> <br />Big Thompson Turnout at Sta. 132+12, <br />Three 12-foot x 4,5-foot Radial Gates <br /> <br />2 <br /> <br />Unlined Canal Between Sta. 132+12 and <br />Sta, 95+54 <br />Bottom Width 35-foot; Side Slopes 2:1 <br /> <br />Namaqua Avenue Bridge Sta. 94+54 <br />Bottom Width 3 I-foot lO-inch; Side <br />Slopes 2: I <br /> <br />3 <br /> <br />4 <br /> <br />Concrete Lined Canal Between Sta. <br />95+54 and Sta. 37+29 <br />Bottom Width 40-foot; Side Slopes 2: 1 <br /> <br />Concrete Lined Canal; Approximate Sta. <br />90+00 <br /> <br />5 <br /> <br />6 <br /> <br />Wilson Avenue Bridge Sta. 60+47 <br />Bottom Width 18-foot 6-inch; Side <br />Slopes 2: 1 <br /> <br />West 8th Street Bridge Sta, 37+29 <br />Bottom Width 54-foot; Side Slopes 2: 1 <br /> <br />7 <br /> <br />E:\G&LREPOR WPD <br /> <br />Condition: Excellent; Capacity - 1,000 cfs <br /> <br />Condition: Good; Capacity - 550 cfs <br /> <br />Condition: Excellent; Capacity - 1,000 cfs <br /> <br />Condition: Fair; Capacity - 550 cfs <br /> <br />Condition: Poor; Capacity - 550 cfs; Seepage along downstream side of <br />benched canal section. <br /> <br />Condition: Excellent; Capacity - 1,000 cfs <br /> <br />Condition: Excellent; Capacity - 1,000 cfs <br /> <br />7 <br /> <br />January 26.1998 <br />
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