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WSP12566
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Last modified
1/26/2010 4:16:39 PM
Creation date
7/31/2007 1:35:09 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8281.984
Description
Colorado River Studies and Investigations - Upper Colorado River Study Phase II
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
5/29/2003
Author
Hydrosphere Resource Consultants
Title
Phase II - Upper Colorado River Study - Executive Summary - Hydrosphere Resource Consultants - 05-29-03
Water Supply Pro - Doc Type
Report/Study
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<br />000370 <br /> <br />UPCO Final Report <br />Executive Summary <br /> <br />May 29, 2003 <br />Page Hi <br /> <br />The study incorporated the following types of information for purposes of evaluation of <br />impacts: <br />o Colorado Water Conservation Board (CWCB) instream-flow water rights <br />o Minimum and optimum fish flows <br />o Low, high and optimum kayaking flows <br />o Low, high and optimum rafting flows <br />o Reservoir levels necessary for boat ramps and marinas <br />o Wastewater treatment plant I-day and 30-day, 3-year low flows <br /> <br />The CWCB instream-flow rights are of interest because they limit junior water diversions <br />and represent the minimum flows necessary to protect the environment to a reasonable <br />degree subject to water availability. The modeling explicitly accounted for these <br />instream-flow water rights. <br /> <br />The fish, kayaking, and rafting flows and reservoir levels are guidelines that the study <br />established based on information from CDOW and local, established guides and <br />businesses. The flows and reservoir levels represent what the recreation and in-basin <br />communities believe is important to sustain a quality recreational experience. <br />The wastewater treatment plant information provides an indication of potential water <br />quality impacts in streams below wastewater treatment plants. Wastewater treatment <br />facilities' discharge permits depend on certain minimum stream flows for determining the <br />quality and quantity of the wastewater that can be discharged to the stream. If stream <br />flows drop too low, then wastewater treatment plants may be required to provide <br />additional treatment, forcing expensive treatment plant modifications. <br /> <br />Denver Water Needs <br /> <br />Under the P ACSM scenarios evaluated in Phase II, at full use ofthe existing system the <br />average annual Roberts Tunnel diversions will increase by about 64% from 70,500 acre- <br />feet of existing demand to 115,400 acre-feet. This increase will occur as demand in the <br />Denver Water service area grows without building new facilities. In addition to the 64%, <br />if the next project on line were a North System supply with a firm yield of 15,000 acre- <br />feet, diversions from Summit County would increase by 3% to 118,600 acre-feet. If the <br />next project on line were a South System supply, the diversions from Summit County <br />would increase by an additional 7% to 123,400 acre-feet. <br />
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