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Final Environmental Impact Statement Volume II Appendix K, Part 2
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Final Environmental Impact Statement Volume II Appendix K, Part 2
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3/5/2013 1:20:44 PM
Creation date
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Water Supply Protection
Description
related to the Platte River Endangered Species Partnership (aka Platte River Recovery Implementation Program or PRRIP)
State
NE
Basin
North Platte
Date
7/1/1998
Author
Federal Energy Regulatory Commission (FERC) Office of Hydropower Licensing
Title
Final Environmental Impact Statement (EIS) - Volume II, Appendix K, Part 2 - Kingsley Dam (FERC Project No. 1417) and North Platte/Keystone Dam (FERC Project No. 1835) Projects, Nebraska, FERC/FEIS-0063
Water Supply Pro - Doc Type
EIS
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COMMENTS OF U.S. ENVIRONMENTAL PROTECTION AGENCY <br />EPA -14 program, and not be limited to a requirement to develop a plan, <br />as currently proposed in the Staff - recommended mitigation and <br />Cont.) enhancement measures presented in Table 5 -3, page 5 -42, of the <br />RDEIS. <br />FERC proposes that the districts collect data and plan for <br />overall water -use efficiency and then develop a water <br />conservation action plan within 4 years of license issuance. <br />FERC does not specify any appropriate conservation efficiency <br />goal or specify whether such saved water be used instream for <br />species recovery purposes. Further, FERC's definition of <br />"economically feasible" seems to be quite conservative. We <br />believe that recent analysis and recent events indicate that FERC <br />should specify water conservation savings to be achieved and <br />require the districts to dedicate such water savings to instream <br />flow for the purposes of water quality maintenance and endangered <br />species recovery. <br />FERC acknowledges that the districts have improved <br />efficiency of their delivery systems in places without <br />substantial adverse effect to the ground water mound beneath the <br />project area. But FERC also indicated that any additional <br />,7111 improvement in efficiency in canal delivery could decrease the <br />ground water level. FERC appears to believe that only "isolated <br />N areas" exist where efficiency improvements would not affect the <br />ground water mound or river return flow (page 4 -30, RDEIS). <br />EPA -151 <br />FERC appears hesitant about the benefits of water <br />conservation, suggesting a significant portion of the <br />agricultural water saved could be offset by reduced Platte River <br />flows. This assumption is not validated by the geologic <br />evidence. It is most likely that significant seepage in the <br />Platte River basin exits as underflow to the Ogallala aquifer <br />which then discharges southeast to the Big Blue River system. If <br />this is correct, then water savings from improvements in <br />irrigation efficiency could be stored for instream purposes <br />without causing the predicted adverse effect of depleting Platte <br />River flow. <br />In order to investigate this underflow issue, EPA reviewed <br />the following geologic reports: (1) United States Geological <br />Survey (USGS) WRI 87 -4176, Hydrogeology of the Tri -Basin and <br />Parts of the Lower Republican And Central Platte Natural <br />Resources Districts, Nebraska, 1987, (2) Platte River Water <br />Balance And Ground Water Investigation, Lidstone & Anderson, <br />Inc., September, 1993, and (3) Report on the South Central Area <br />Ground -Water Planning Study, 1990. The modeling basis used in <br />these reports assumes the Platte River is a boundary condition <br />and therefore the model does not allow flow to move underneath <br />the River. For example, the USGS analysis uses the assumption <br />that "[u]nderflow does not exist in nodes where the streams are <br />connected to the aquifer" (USGS, 87 -4176, page 88). As a result <br />11 <br />RESPONSES TO U.S. ENVIRONMENTAL PROTECTION AGENCY <br />EPA -15 We agree with EPA's interpretation of the limitations inherent <br />with the existing regional groundwater flow model. However, that <br />does not have much impact on our approach to water conservation <br />and implementation of a monitoring program. It should be <br />remembered that, in general, the ratio of vertical to horizontal <br />permeability in alluvial material similar to that overlying the <br />Ogallala aquifer is on the order of at least 1:25. Thus, the <br />horizontal permeability of the alluvial material beneath the Platte <br />River is at least 25 times greater than the vertical permeability <br />between the alluvium and the Ogallala aquifer. In addition, the <br />permeability of the Ogallala aquifer is considerably less than the <br />overlying alluvium (Harza, 1993, page III -11). <br />It should also be remembered that the groundwater flow model is <br />simply one tool used to monitor the impacts of changes in <br />groundwater infiltration rates. The implementation of a more <br />sophisticated and comprehensive monitoring program will provide <br />hard data, not computer model predictions, to measure and <br />document the impact that water conservation measures have on <br />regional groundwater levels. <br />We believe that the staff - developed water conservation program <br />spending requirement can achieve 10 to 20 percent gross water <br />savings, but for purposes of analysis we have adopted the <br />Bureau's more conservative estimate of 8 percent. <br />We recommend that the Commission endorse the regional water <br />conservation goals represented by the Cooperative Agreement. <br />
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