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EHD Program Facility Records by Street Name
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120 (STATE ROUTE 120)
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17000
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2900 - Site Mitigation Program
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PR0523467
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Entry Properties
Last modified
2/11/2026 4:26:55 PM
Creation date
4/2/2020 4:35:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523467
PE
2965 - RWQCB LEAD AGENCY WASTE DISCHARGE SITE
FACILITY_ID
FA0007060
FACILITY_NAME
WINE GROUP, THE
STREET_NUMBER
17000
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
Zip
95366
APN
24506030
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
17000 E STATE ROUTE 120 RIPON 95366
Tags
EHD - Public
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K � Kennedy Jenks <br /> 5. Place a 2- to 3-foot thick (or more) bentonite pellet or chip seal above the sand pack, as the <br /> auger and/or casing is removed from the boring. If the seal is placed above the water table, the <br /> bentonite pellets must be hydrated with potable water prior to placement of the annular seal. <br /> 6. Fill the remainder of the annulus between the well casing and the borehole wall with <br /> cement/bentonite grout (with approximately 5 percent bentonite), or neat cement, to a depth of <br /> approximately 1 foot below ground surface. If the water level is higher than the seal, or the <br /> casing is installed in an open borehole, use a tremie pipe to place the grout. <br /> 7. Install either a threaded cap or a locking watertight expansion plug on the monitoring well. Place <br /> a steel hasp-locking well housing over the top of the well and cement it into the annulus of the <br /> boring. <br /> 8. Place a traffic-rated precast concrete or steel well enclosure approximately 1 to 2 inches above <br /> grade in non-paved areas and slightly above grade in paved areas, and cement it into place with <br /> concrete. Have a concrete apron constructed around the well housing enclosure to facilitate <br /> runoff. Use a bubble level to ensure the lid is flat. <br /> 9. For aboveground completion, ensure that the well casing extends approximately 3 feet above <br /> ground surface. An 8-inch diameter hasp-locking steel well housing surrounds the well casing. <br /> Traffic bollards can be installed around the well housing, as necessary. <br /> 10. Repeat Steps 1 through 9 for all monitoring wells at site. <br /> 11. Following the curing of the grout (approximately 24 hours), each monitoring well is developed. <br /> Prior to development activities, measure the depth in each well to static water level and total <br /> casing depth. <br /> 12. During development of each well, ensure that field parameters and observations are recorded <br /> on a purge and sample form. Information to be recorded includes, but is not limited to, the <br /> following items: <br /> Beginning depth to water <br /> Development time and volume <br /> Development (flow) rate <br /> pH, temperature, specific conductivity, and turbidity <br /> Other observations, as appropriate (e.g., color, presence of odors, or sheen) <br /> Total volume of water removed by method, and the pumping rate. <br /> Ending depth to water <br /> 13. Follow the basic steps: <br /> A. Remove standing sediment from the bottom, with a bailer or suction pump. Sediment may <br /> clog or ruin a submersible pump. <br /> Monitoring Well Installation Work Plan, D-2 <br /> The Wine Group, Franzia Winery, Ripon, CA <br /> P.\1 S-Proj\2003-post archive\030120.XY_GW Mon Well Support\09-Reports\piecesWPP_D SOG Well_Const.doc <br />
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