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

J. McNutt & Associates, Inc.
McAllen Ranch Well Analysis
November, 1993
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8-16 3983.00 5.20 0.20 5090.00 377.00 20.00 90.00 701.00
8-21 4113.00 1.20 9.00 0.10 4170.00 432.00 16.00 75.00 804.00
8-22 4085.00 0.50 6.60 0.20 4470.00 272.00 17.00 61.00 553.00
8-20 4135.00 0.30 3.00 0.10 3210.00 249.00 12.00 55.00 628.00
8-15 4082.00 0.90 12.60 0.60 4120.00 401.00 16.00 93.00 582.00
8-24 0.10 14.70 0.20 5218.00 404.00 21.00 99.00 318.00
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'.•.....'...... . 0 '5 8 5" '. 0 2 ." .•.. "4380 ..... . . 356 17 ·.'·y,.·79·"::·",;i,:l~~\l';~';59ij'I;~
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CF-2 4080 1.0 17.0 0.5 8759 712 34 158 1195
CF-3 4080 1.5 25.6 0.7 13139 1068 51 237 1793
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NOTE: Water analyses based upon data from L.S. Land, UT -Austin Department of Geology