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Last modified
7/29/2009 1:49:23 PM
Creation date
3/28/2008 9:19:57 AM
Metadata
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Template:
Water Supply Protection
File Number
8064.200.A
Description
Indian Water Rights - Gallup-Navajo
Date
9/3/2004
Author
USDOI/BOR
Title
Biological Assessment, Navajo Gallup Water Supply Project - Report and Appendices
Water Supply Pro - Doc Type
Publication
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />To demonstrate the potential for the Navajo Nation to limit total depletions to allow the NGWSP <br />to move fOlv/ard in the event of full baseline depletion. the model was configured for full <br />NGWSP depiction IOgelher with full baseline depiction, except NIIP was limited ro a depletion <br />of 247,000 acre-fect at equilibrium. Both diversions and return flows were modified <br />proportionately for NIIP. This change resulled in a reduction of the maximum annual <br />groundwater storage contribution from NIIP from 10,600 to 7,628 acre-feel. Funhcr, an <br />operating rule change is required that calls for releasing 40 cfs through the NIIP canal down Ojo <br />Amarillo in May when the April Navajo Dam release is between 2,000 and 2.500 cfs and a <br />maximum release is called for. Ojo Amarillo discharges to the San Juan River at RM 170, about <br />10 miles downsrream of the confluence with the Animas River. Increasing. the dam release by 40 <br />cfs or releasing water down Gallegos Canyon would violate the Corps of Engineers flood control <br />restrictions on the San Juan River above the Animas River confluence. With these conditions, <br />the flow recommendations are met as shown in Table 3.8. The details of reservoir content and <br />stream flow are presented in Appendix A. <br /> <br />Table 3.8 Summary Flow Statistics for the NGWSP plus Baseline with NIIP Equilibrium <br />Depletion Limited to 247,000 Acre Feet <br /> <br /> Discharge {cfs} <br />Duration >10,000 >8,000 >5,000 >2,500 <br /> Average Frequency <br />1 days 33.8% 55.4% 75.4% 95.4% <br />5 days 27.7% 46.2% 72.3% 86.2'% <br />10 days 15.4% 38.5% 67.7% 80.0% <br />15 days 7.7% 30.8% 60.0% 75.4% <br />20 days 24.6% 70.8% <br />21 days 55.4% <br />30 days 13.8% 41.5% 66.2% <br />40 days 32.3% 55.4% <br />50 days 26.2% 47.7% <br />60 days 18.5% 41.5% <br />80 days 10.8% 27.7% <br /> Maximum Years Without Meeting Criteria <br />Flow Criteria - Max Duration Allowed _ Modeled <br />9700 cfs for 5-days - 10-years 10 10 <br />7760 cfs for 10-days - 6-years 6 6 <br />4850 cfs for 21-days - 4-years 4 4 <br />2450 cfs for 1D-days - 2 years 2 2 <br /> <br />BIOLOGICAL ASSESSMENT <br />NAVAJO GALLUP WATER SUPPLY PROJECT <br />September 3. 2004 <br /> <br />Page 22 <br />
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