Figure 8. Mean annual recharge (inches) in the <strong>Martis</strong> <strong>Valley</strong> PRMS model domain. Note that the greatest quantities of recharge occurs in the high elevation areas which receive more precipitation (Figure 7). Page 10 of 11
References Cherkauer, D. S., and S.A. Ansari, 2005. Estimating ground water recharge from topography, hydrogeology and land cover, Ground <strong>Water</strong>, 43(1), 102-112 Cherkauer, D. S., 2004. Quantifying ground water recharge at multiple scales using PRMS and GIS, Ground <strong>Water</strong>, 42(1), 97-110. Daly, C., R. P. Neilson, and D. L. Phillips, 1994. A statistical-topographic model for mapping climatological precipitation over mountainous terrain. Journal of Applied Meteorology 33, 140- 158 Epstein, B.J., G.M. Pohll, J. Huntington, and R.W.H. Carroll, 2010. Development and uncertainty analysis of an empirical recharge prediction model for Nevada’s desert basins, Journal of the Nevada <strong>Water</strong> Resources Association 5(1). Hardman, G., 1936. Precipitation map of Nevada. Nevada Agricultural Experiment Station. Huntington, J.L. and R.G. Niswonger, 2012. Role of surface water and groundwater interactions on projected baseflows in snow dominated regions: an integrated modeling approach. <strong>Water</strong> Resources Research, in press. Hydro-Search, Inc., 1995. Ground <strong>Water</strong> <strong>Management</strong> <strong>Plan</strong> Phase 1 <strong>Martis</strong> <strong>Valley</strong> Ground-<strong>Water</strong> Basin No. 6-67 Nevada and <strong>Placer</strong> counties, California. Prepared for Truckee Donner Public Utility District January 31, 1995. Interflow Hydrology, Inc. and Cordilleran Hydrology, Inc., 2003. Measurement of Ground <strong>Water</strong> Discharge to Streams Tributary to the Truckee River in <strong>Martis</strong> <strong>Valley</strong>, <strong>Placer</strong> and Nevada Counties, California. IFH Report 2003-02, April 2003. Kennedy/Jenks Consultants, 2002. Independent Appraisal of <strong>Martis</strong> <strong>Valley</strong> Ground <strong>Water</strong> Availability Nevada and <strong>Placer</strong> Counties, California, December 2002. Leake, S.A. and J. Haney, 2010. Possible effects of groundwater pumping on surface water in the Verde <strong>Valley</strong>, Arizona, U.S. Geological Survey Fact Sheet 2010-3108. Leavesley, G.H., R.W. Lichty, B.M. Troutman, and L.G. Saindon, 1983. Precipitation-runoff modeling system—user’s manual. U.S. Geological Survey <strong>Water</strong>-Resources Investigations Report 83-4238, 207 p., accessed Aug 2012, at http://pubs.er.usgs.gov/usgspubs/wri/wri834238. Lichty, R. W. and P.W. McKinley, 1995. Estimates of ground water recharge rates for two small basins in central Nevada. U.S. Geological Survey <strong>Water</strong> Resources Investigations Report 94-4104 Maxey, G.B., and T.E. Eakin, 1949. Ground water in White River <strong>Valley</strong>, White Pine, Nye, and Lincoln counties, Nevada. State of Nevada, Office of the State Engineer, <strong>Water</strong> Resources Bulletin 8. Nimbus Engineers, 2001. Ground <strong>Water</strong> Availability in the <strong>Martis</strong> <strong>Valley</strong> Ground <strong>Water</strong> Basin. Nimbus Job No. 0043. Singleton, M.J. and J.E. Moran, 2010. Dissolved noble gas and isotopic tracers reveal vulnerability of groundwater in a small, high-elevation catchment to predicted climate changes. <strong>Water</strong> Resources Research, 46, W00F06, doi:10.1029/2009WR008718. Vaccaro, J.J. and T.D. Olsen, 2007. Estimates of ground-water recharge to the Yakima River Basin aquifer system, Washington, for predevelopment and current land-use and land-cover conditions. U.S. Geological Survey Scientific Investigations Report 2007-5007, 30 p. Page 11 of 11
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RESOLUTION NO. 11 - .!30F THE BOARD
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NOW, THEREFORE, the BOARD OF DIRECT
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16395813 PUBLIC NOTICE ·----------
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Introduction Martis Valley GMP - Dr
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TABLE OF CONTENTS i Table of Conten
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FIGURE 1-1. MAP OF GROUNDWATER BASI
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2.0 BACKGROUND 2-1 Background This
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ELEVATION (FEET NAVD88) A North 750
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ELEVATION (FEET NAVD88) 7500 7000 6
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DWR CASGEM Well FIGURE 3-1. EXISTIN
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Figure 3‐1 Reference Index 1 2 3
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3.4 REQUIRED STEPS IN SELECTING A N
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4.0 MONITORING EQUIPMENT AND PREPAR
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4-3 Monitoring Equipment and Prepar
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Keys for gates and monitoring well
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4-7 Monitoring Equipment and Prepar
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Depth-to-groundwater Procedures and
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Recording of Monitoring Data, Data
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Recording of Monitoring Data, Data
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Department of Water Resources Groun
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INTRODUCTION TO THE CASGEM PROGRAM
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exceptions to this density range in
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FREQUENCY OF WATER‐LEVEL MEASUREM
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Figure 3. Common environmental fact
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ESTABLISHING THE REFERENCE POINT Wa
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Table 3. General well data form (DW
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