C153835A Feasibility Study

• 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

Table ill-ll

Flood Routing Summary for Existing Dam Configurations

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Local 50% PMP Storm
Maximum Inflow (cfs) 3,858 N/A 1,330 17,350 27,548 N/A
Maximum Reservoir 4973.6 N/A 4960.3 4962.7 4979.5 N/A
Elevation (ft)
Maximum Outflow (cfs) 2 N/A 70 0 230 N/A
Overtopping Depth (ft) 0.0 N/A 0.0 0.0 0.0 N/A
Local 75% PMP Storm
Maximum Inflow (cfs) N/A N/A 2,006 26,200 41,650 15,272
Maximum Reservoir N/A N/A 4960.9 4963.4 4980.0 4958.6
Elevation (ft)
Maximum Outflow (cfs) N/A N/A 120 0 350 1,820
Overtopping Depth (ft) N/A N/A 0.0 0.0 0.0 1.7

E:\G&LREPOR. WPD

24

January 26, 1998

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