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Evaluation of Groundwater Supply Alternatives Within Bernal Subbasin
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Evaluation of Groundwater Supply Alternatives Within Bernal Subbasin
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4/14/2026 10:07:54 AM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
4/21/2026
DESTRUCT DATE
15Y
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Page 10 <br />Table 9. Evaluation of Mutual Well Interference Impact and 30/90-ĂLJ^ƉĞĐŝĨŝĐĂƉĂĐŝƚLJŽŶ <br />Minimum Production Well Capacity <br />tĞůů/Case Pumping <br />Rate1 <br />Assumed <br />Efficiency2 <br />Pumping <br />Rate3 <br />Assumed <br />Efficiency4 <br />Tennis Park Baseline 3,400 50 - - <br />Tennis Park Including MWI (3 Wells <br />Pumping 30 days) <br />3,400 - 3,000 57 <br />Tennis Park Including MWI (3 Wells <br />Pumping 90 days) <br />3,400 - 2,850 60 <br />Tennis Park Including MWI and 30-Day <br />Q/s <br />- - 2,800 61 <br />Tennis Park Including MWI and 90-Day <br />Q/s <br />- - 2,600 66 <br />Hansen Park Baseline 3,400 50 - - <br />Hansen Park Including MWI (3 Wells <br />Pumping for 30 days) <br />3,400 - 3,200 54 <br />Hansen Park Including MWI (3 Wells <br />Pumping 90 days) <br />3,400 - 3,100 55 <br />Hansen Park Including MWI and 30-Day <br />Q/s <br />- - 2,900 59 <br />Hansen Park Including MWI and 90-Day <br />Q/s <br />- - 2,700 64 <br />Del Prado Park Baseline 1,300 75 - - <br />Del Prado Park Including MWI (3 Wells <br />Pumping for 30 days) <br />1,300 - 1,050 93 <br />Del Prado Park Including MWI (3 Wells <br />Pumping 90 days) <br />1,300 - 1,000 99 <br />Del Prado Park Including MWI and 30-Day <br />Q/s <br />- - 975 100 <br />Del Prado Park Including MWI and 90-Day <br />Q/s <br />- - 880 110 <br />5 <br />1 Baseline minimum pumping capacity based on 24-hour Q/s and no mutual well interference <br />2 Baseline assumed well efficiency <br />3 Minimum pumping capacity accounting for mutual well interference or mutual well interference <br />plus longer term <br />specific capacity <br />4 Assumed well efficiency to maintain the original baseline pumping capacity <br />5 Well efficiency cannot exceed 100%
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