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WSP08187
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Last modified
1/26/2010 2:30:28 PM
Creation date
10/12/2006 2:48:08 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.114.E
Description
Dolores Participating Project
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
7/1/1987
Author
USDOI-BOR
Title
Draft Supplement to Definite Plan Report -Dolores Project-Colorado
Water Supply Pro - Doc Type
Definite Plan Report
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<br />~"'C"'- <br /> <br />SUMMARY SHEETS (Continued) <br /> <br />PROJECT FEATURES (Continued) <br /> <br />Pumping plants <br />Great Cut <br />To Dove Creek Canal <br />To U-Lateral <br />Fairview <br />Cahone <br />Dove creekll <br />Pleasant View <br />Ruin Canyon <br />1/ Cubic feet per second. <br />21 Provides water to Cross <br />systems. <br /> <br />Canals, conduits, and laterals <br />Dove Creek Canal <br />South Cansl <br />Dolores Tunnel <br />Dolores Canal <br />Towaoc Canal <br />Towaoc Canal powerplant penstock <br />Lateral systems <br /> <br />Power facilities <br />Average power production <br />Capacity (kW) <br />Energy (kWh) <br />Design head (feet) <br />Design flow (cfs) <br /> <br />Salinity control features <br />Segments for lining <br />Lone Pine Lateral <br />Upper Hermana Lateral <br />Towaoc Canal <br />Buried pipe laterals <br />Rocky Ford Laterals <br />and Sublaterals <br /> <br />Maximum lift <br />(feet) <br /> <br />108 <br />29 <br />169 <br />162 <br />115 <br />147 <br /> <br />Capacity. <br />(cfs)!7 <br /> <br />380 <br />72 <br />98 <br />72 <br />40 <br />36 <br /> <br />Canyon and Monument Creek lateral <br /> <br />Length <br />(miles) <br /> <br />39.5 <br />7.6 <br />1.3 <br />1.3 <br />46.5 <br />2.1 <br />82.0 <br /> <br />McPhee Dam <br /> <br />1,200 <br />7,170,000 <br />218 <br />50 <br /> <br />Length <br />(miles) <br /> <br />8.8 <br />.5 <br />46.5 <br /> <br />16.0 <br /> <br />S-3 <br /> <br />Maximum <br />capacity <br />(cfs) <br /> <br />380 <br />160 <br />520 <br />520 <br />420 <br />375 <br />Various <br /> <br />Towaoc Canal <br /> <br />12,200 <br />30,318,000 <br />445 <br />375 <br /> <br />Capacity <br />(cfs ) <br /> <br />162 <br />110 <br />420 to 86 <br /> <br />29 to 0.2 <br />
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