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2900 - Site Mitigation Program
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PR0522015
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Entry Properties
Last modified
2/17/2026 4:46:18 PM
Creation date
2/6/2019 9:57:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0522015
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0015207
FACILITY_NAME
DESALVATORE PROPERTY
STREET_NUMBER
200
Direction
N
STREET_NAME
BECKMAN
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905066
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
200 N BECKMAN RD LODI 95240
Tags
EHD - Public
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Advanced <br />An Employee -Owned Company <br />STANDARD OPERATING PROCEDURE (SOP) <br />MONITORING WELL ABANDONMENT <br />PRESSURE GROUTING <br />SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT <br />SITE ADDRESS: 200 North Beckman Road, Lodi, California 95240 <br />WELL IDENTIFICAITONS: MW -1, MW -2 <br />Monitoring wells will be destroyed by pressure -grouting procedures. Pressure grouting <br />will include the removal of the well box and cap to expose the well casing. Each well will <br />initially be filled over its entire depth with a thick grout mixture (no less than 6 gallons of <br />water per 94 bag of cement). <br />Groundwater, if displaced by the grout mixture, will be routed into properly labeled <br />Department of Transportation (DOT) -approved 55 -gallon drums. Once each well is filled <br />with the grout, the well head will be fitted with a pressure -tight adapter and air pressure <br />will be added at approximately 15 pounds per square inch (psi) of pressure for a minimum <br />of 15 minutes. The added pressure will force a significant portion of the grout mixture out <br />through the screen, sealing the well. Additional grout will be added to each casing as <br />required. <br />The top of each pressure -grouted well will be over -excavated to a depth of approximately <br />three (3) to five (5) feet below surface grade (bsg) using an auger, backhoe or other <br />excavation device. Each well casing will be removed at a depth of approximately 2.5 feet <br />bsg, and grout will be used to fill the excavation to a depth of approximately 2 feet bsg <br />("mushroom cap"). <br />The remaining borehole will be finished at the surface with concrete and/or native soil to <br />match the existing surface. <br />837 Shaw Road • Stockton, CA 95215 <br />Telephone (800) 511-9300 • Fax (888) 445-8786 <br />
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