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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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Zone 7 Water Agency – Hansen Park Test Well Summary <br />and Production Well Design Recommendations <br />4 Zone 7 Water Agency <br />December 2025 <br />Table 2. Step Testing Results <br />Duration <br />(min) <br />Average Discharge Rate <br />(gpm) <br />Projected 24-Hour Drawdown <br />(ft) <br />Projected 24-Hour <br />Specific Capacity (gpm/ft) <br />120 356 7.5 47.5 <br />120 466 11.5 40.5 <br />120 622 18.5 33.6 <br />Long-Term Constant Rate Test <br />An 8-hour constant rate pumping test was performed on June 3, 2025, to determine well and aquifer <br />characteristics. The static water level measured prior to testing was 24.50 feet bgs. The discharge rate, <br />pumping duration, projected pumping drawdown, and projected specific capacity of the test are included <br />below in Table 3. The long-term constant rate test hydrograph is depicted in Figure 5. <br />Table 3. Long-Term Constant Rate Test Results <br />Duration <br />(min) <br />Average Discharge Rate <br />(gpm) <br />Projected 24-Hour Drawdown <br />(ft) <br />Projected 24-Hour <br />Specific Capacity (gpm/ft) <br />480 594 19.5 30.5 <br />2.3. Water Quality <br />Water quality samples were collected by LSCE personnel from a dedicated sample tap on the well <br />discharge assembly on June 2, 2025, for Title 22 drinking water constituent analysis and for other <br />constituents of interest. Water samples were collected and handled according to the Testing, Sampling, <br />and Analysis Plan (Appendix A) prepared for the project and standard industry practice. The results of the <br />water quality analysis show that for the constituents analyzed, only benzo-a-pyrene and iron exceeded <br />the respective maximum contaminant levels (MCL) (Table 4). All other constituents were below their <br />respective MCLs. Perfluorohexanesulfonic acid (PFHxS), which has a MCL of 10 ng/l, was detected at a <br />concentration of 2.73 ng/l. Appendix B summarizes the results of the Title 22 sampling. <br />Table 4. Exceedances of Drinking Water Maximum Contaminate Levels <br />Analyte Units MCL Result <br />Benzo-a-pyrene µg/L 0.2 0.5 <br />Iron mg/l 0.3 0.54 <br />According to the US Environmental Protection Agency, benzo-a-pyrene is a polycyclic aromatic <br />hydrocarbon that is formed as a result of incomplete combustion of organic materials from sources such <br />as combustion engines, incinerators, cooking, and smoke. LSCE reviewed water quality records for all of <br />Zone 7’s, City of Pleasanton’s, and SFPUC’s (Pleasanton) drinking water wells and found no detections of <br />benzo-a-pyrene in any well. Before water from the well could be directed to the City’s stormwater system, <br />it was tested for a number of contaminants, including benzo-a-pyrene, to determine if the water met the
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