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(GP/GT) for Additional Water Supply in the Lower Rio Grande

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KLEBER J. DENNY, INC.<br />

312 Grandview, San Antonio, Texas 78209 (512) 828-1640<br />

EXECUTIVE SUMMARY<br />

A. Introduction<br />

B. Summary of Conclusions<br />

C. Recommendations<br />

TABLE OF CONTENTS<br />

REPORT ON TASK I: CO-WCATION STUDIES<br />

Figures<br />

Figure 1: Co-Location <strong>for</strong> Cameron County<br />

Figure 2: Co-Location <strong>for</strong> Hidalgo County<br />

REPORT ON TASK D: RESOURCE ASSESSMENT<br />

1. Introduction<br />

2. Section I: An Assessment of <strong>the</strong> Geopressured/Geo<strong>the</strong>rmal (<strong>GP</strong>/<strong>GT</strong>) Resources<br />

a. Part A - Geologic Assessment<br />

b. Part B - Simulation of <strong>GP</strong>/<strong>GT</strong> Resource Potential<br />

3. Section II: An Assessment of <strong>the</strong> Brackish Groundwater Resource<br />

Figures<br />

Figure 1:<br />

Figure 2:<br />

Figure 3:<br />

Figure 4:<br />

Figure 5:<br />

Figure 6:<br />

Figures 7-12:<br />

Figures 13-18:<br />

Figures 19-24:<br />

Figure 25:<br />

Figure 26:<br />

Regional Location Map<br />

Reservoir Area Location Map<br />

Northwest-Sou<strong>the</strong>ast Cross Section of McAllen-Pharr Area<br />

Marks Sand - Reservoir Area C<br />

Bond Sand - Reservoir Area C<br />

10,000 ft. Sand - Reservoir Area B<br />

Results of S<strong>in</strong>gle Test Well Simulations<br />

Results of Multiple Test Well Simulations<br />

Results of Simulations of Recoverable Volumes<br />

Approximate Productive Areas of <strong>the</strong> Major Sources of Ground<br />

<strong>Water</strong> <strong>in</strong> <strong>the</strong> <strong>Lower</strong> <strong>Rio</strong> <strong>Grande</strong> Valley<br />

Chemical Quality of <strong>Water</strong> <strong>in</strong> <strong>the</strong> Evangel<strong>in</strong>e and Chicot<br />

Aquifers<br />

Houston Office<br />

4900 Woodway, Suite 1000 • Houston, Texas 77056<br />

Phone (713) 523-2220 • Fax (713) 993-9231

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