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Evaluation of Groundwater Supply Alternatives Within Bernal Subbasin
City of Pleasanton
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CITY CLERK
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2026
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042126 REGULAR
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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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4/14/2026 9:55:49 AM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
4/21/2026
DESTRUCT DATE
15Y
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<br /> <br />PERMIT CONDITIONS <br />(Selected Permit Requirements Apply) <br /> <br /> <br /> <br />FOR OFFICE USE ONLY <br /> General <br />1. Request an inspection by email (wellpermits@zone7water.com) at least 24 hours before the start of work. <br />2. Permit is void if project has not begun within 90 days of approval date. Applicant/Client/Owner assumes all liability associated with the <br />execution of this permit. Violation of Permit Conditions may result in an order by Zone 7 to cease work, correct the violation, re-permit <br />the work, and/or address other actions taken against Applicant/Client/Owner. <br />3. Clear utilities prior to work commencement. Call 811 for more information. <br />4. Submit all analytical results including soil, vapor, and groundwater samples to Zone 7 within 60 days of collection. <br />5. California Well Standards and Alameda County Water Wells Ordinance apply unless otherwise required below. <br />Borings Must be sealed within 24 hours of drilling <br /> GEOTECHNICAL <br />1. If groundwater is encountered, tremie cement grout from total depth to ground surface displacing water from hole. Hydrated bentonite <br />granules/chips may be used in unpaved areas for boreholes of diameter of 4 inches or greater, using augers as tremie. <br />2. If groundwater is not encountered, fill borehole from total depth to ground surface with compacted cuttings, cement grout placed by <br />tremie pipe, or hydrated bentonite granules/chips (minimum 4 inch diameter borehole) using augers as tremie. <br /> CONTAMINATION INVESTIGATION <br />1. Fill open hole with neat cement placed by tremie pipe to ground surface. Hydrated bentonite granules/chips may also be used in <br />unpaved areas for boreholes of diameter of 4 inches or greater, using augers as tremie. <br />Wells <br /> GENERAL – Submit within 60 days of work completion: <br />1. DWR Well Completion Report containing owner and Zone 7 well ID from drilling permit to both DWR and Zone 7 Water Agency. <br />2. Top-of-casing elevation and pump test results <br /> SUPPLY WELLS <br />1. Borehole diameter shall be at least 4 inches greater than the well casing diameter. <br />2. Minimum seal depth must be 50 feet. <br />3. Cement grout shall be pumped though tremie pipe. <br />4. Plumbing <br /> An access port at least 0.5 inches in diameter is required on the wellhead for water level measurements. <br /> A water spigot for sampling is required on the discharge pipe near the wellhead. <br /> A metering device is required on the discharge pipe near the wellhead. <br /> MONITORING WELLS <br />1. Borehole diameter shall be at least 4 inches greater than the well or piezometer casing diameter. <br />2. Minimum seal depth of monitoring well is the maximum depth practicable or 20 feet. <br />3. Cement grout shall be pumped through tremie unless freefall exception is met. <br /> Destructions and Other Special Conditions <br /> <br /> <br /> <br /> <br /> <br /> <br /> Seal Requirements <br />Cement grout <br /> Neat Cement - 47lb Portland Type I /II or II/V cement to 3 gallons of water. Up to 5% bentonite powder by weight of cement. <br /> Sand Cement – 10.3 sack mix. 94lb Portland Type I/II or II/V cement to maximum 188lbs sand, and maximum 7 gallons of water. <br />Tremie: Grout shall be placed by tremie pipe. Bottom of tremie must remain submerged in grout until hole is filled. Upper 2 feet may also be <br />restored with compacted material. <br />Freefall: 30 feet or less below ground surface in unsaturated zone only. <br />
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