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BOARD00122 (2)
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BOARD00122 (2)
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Last modified
8/16/2009 2:45:08 PM
Creation date
3/7/2007 11:08:04 AM
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Board Meetings
Board Meeting Date
1/24/2007
Description
ISF Section - North Fork Escalante Creek Instream Flow Appropriation, Water Division 4 - Final Action Requested
Board Meetings - Doc Type
Memo
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<br />I. <br /> <br />water (Vidler Tunnel), non-tributary water (Henderson Mine) and both on-site and off-site storage <br />to replace expected stream depletions. Until an Augmentation Plan has been approved by the <br />Water Court, the Applicant has and will seek annual approval by the State Engineer to operate <br />the Boarding Park under the provisions of ~ temporary substitute water supply plan (SWSP). <br /> <br />2.0 CWCB STATEMENT OF OPPOSITION <br /> <br />The Colorado Water Conservation Boar~ (CWCB) filed a Statement of Opposition to Echo <br />Mountain's Plan for Augmentation filed in Case No. 04CW323. The CWCB holds two instream <br />flow water rights in the Soda Creek basin located downstream of Echo Mountain and above its <br />confluence with Clear Creek. The rights are located on Little Bear Creek and Soda Creek and <br />are each decreed for 1.0 cfs. Figure 1 displays the location of the two instream flow water rights <br />in relation to the Echo Mountain wells and Clear Creek. <br /> <br />CWCB is concerned that injury could occur to their rights during low flow periods 1. Although <br />Echo Mountain plans to fully augment their expected stream depletions, part of the planned <br />replacement sources are directly tributary to Clear Creek, not Soda or Little Bear Creeks. As . <br />such, the CWCB water rights may not receive direct augmentation. <br /> <br />3.0 POTENTIAL INJURY <br /> <br />The wells that serve Echo Mountain were developed deep in fractured Precambrian Biotite <br />Gneiss (Martin and Wood Water Consultants, Inc.). While these wells are considered tributary to <br />Clear Creek, the stream depletions will be lagged due to the depth and distance of the wells from <br />the various streams. <br /> <br />Calculations of lagged depletions were completed by Martin and Wood Water Consultants, Inc., <br />using the traditional SEa-accepted Glover Method. Although this method was not developed for <br />fractured-rock conditions, it is widely accepted and represents the current standard of care for <br />calculating stream depletions. The Martin and Wood analysis assumed an average transmissivity <br />value of 131.7 gallons per day per foot and a specific yield of 5 percent. These assumptions, <br />combined with the projected pumping volumes at the Park indicate that depletions may not <br />accrue to area streams for as long as four years. However, for purposes of Echo Mountain's <br /> <br />Water availability projections by the CWCB predict that average streamflows in both <br />creeks potentially drop below 1.0 cfs during the period November through March. <br /> <br />. <br /> <br />4 <br />
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