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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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Template:
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 />~1 <br /> <br />Table ill-I (cont.) <br />Existing Facilities Inventory <br /> <br />ijlilijj <br />............................. <br /> <br /> <br />8 <br /> <br />Taft Avenue Bridge Sta. 17+55 <br />Bottom Width 31-foot 6-inch; Side <br />Slopes 2: 1 <br /> <br />Unlined Canal Between Sta, 0+00 and <br />Sta. 37+29 <br /> <br />Condition: Excellent; Capacity - 1,000 cfs <br /> <br />9 <br /> <br />I' <br />I <br />I <br />I <br />Condition: Good; Capacity -550 cfs <br /> <br />10 <br /> <br />Lake Loveland Inlet at Sta, 0+00 <br />Three 12-foot Radial Gates <br /> <br />Condition: Excellent; Capacity - 1,000 cfs <br /> <br />Upper Greeley and Loveland Canal <br /> <br />11 Big Thompson Turnout Sta, 224+64 Condition: Excellent; Capacity - 446 cfs <br />Two 12-foot x 8,5-foot Radial Gates and <br />One 7.5-foot x 8,5-foot Bay <br /> <br />12 Taft Avenue Bridge Sta, 198+84 Condition: Excellent; Capacity - 446 cfs <br />Bottom Width 30-foot; Side Slopes <br />1.5:1 <br /> <br />13 Seepage Along Downstream Side of Condition: Poor; Capacity - 200 cfs <br />Benched Canal Section; Approximate <br />Sta, 197+84 <br /> <br />14 West 1st Street Bridge Sta. 161+54 Condition: Excellent; Capacity - 446 cfs <br />Bottom Width 52-foot; Side Slopes 1: 1 <br /> <br />E:\G&LREPOR. WPD <br /> <br />8 <br /> <br />January 26, 1998 <br /> <br />------------------~ <br />- --.1 <br />
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