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2900 - Site Mitigation Program
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PR0544211
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Entry Properties
Last modified
3/12/2026 8:48:41 AM
Creation date
5/13/2020 4:00:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0544211
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0025128
FACILITY_NAME
RALPH'S SQUARE - BUI
STREET_NUMBER
2122
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16916201
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
2122 S AIRPORT WAY STOCKTON 95206
Tags
EHD - Public
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12 October 2023 <br />Project No. 07-1537 <br />Page 2 of 3 <br />AdvancedGeo <br />An Employee -Owned Company <br />Monitoring wells MW -1 through MW -10, MW -14 and MW -16 through MW -19 are single - <br />completed with 2 -inch diameter polyvinylchloride (PVC) casing in 8 -inch diameter <br />boreholes to a total depth of 50 feet below surface grade (bsg); monitoring wells MW -12, <br />MW13, and MW -15 are single completed with 2 -inch diameter PVC casing in 8 -inch <br />diameter boreholes to a total depth of 65 feet bsg. Monitoring well MW -11 is single <br />completed with 2 -inch diameter PVC casing in an 8 -inch borehole to a total depth of 110 <br />feet bsg. All nine soil -vapor wells are installed in a 4 -inch diameter borehole to a total <br />depth of 5 feet bsg. <br />AGI proposes to destroy all wells utilizing over-drilling techniques. The wells will be drilled <br />out to the total depth of each well utilizing a hollow -stem auger drill rig equipped with <br />either 6 -inch or 8 -inch diameter augers. All original well construction materials will be <br />completely removed (including well casing, screen, filter pack, and annular seal) by the <br />drill rig to ensure that no residual contamination is sealed within the abandoned borehole <br />and a vertical conduit does not remain. <br />All excavated borings will be completely backfilled to surface grade with a cement grout <br />mixture (Portland type II) and covered with either concrete or asphalt, depending on the <br />surrounding surface material. The grout mixture will consist of a ratio of six gallons water <br />for every 94 -pound sack of Portland type II cement. The drill rig hollow stem augers will <br />be utilized as a tremie pipe for installation of the grout seal. <br />Rinseate generated during drilling and decontamination activities will be containerized in <br />properly labeled Department of Transportation (D.O.T.)-approved 55 -gallon drums and <br />stored on-site until proper disposal is arranged to a suitable non -hazardous waste facility. <br />Additionally, soil cuttings, well materials and construction waste will be containerized in <br />20 -yard soil bins until proper disposal is arranged to a suitable non -hazardous waste <br />facility. <br />3.0. REPORTING <br />Upon completion of field work and disposal of waste, a well destruction report describing <br />the activities and procedures, including documentation of waste disposal, will be <br />prepared, and submitted to the San Joaquin County Environmental Health Department <br />(SJCEHD) and CVRWQCB. The report will be in a format acceptable to the SJCEHD and <br />the CVRWQCB and will be reviewed and signed by a California Professional Geologist. <br />If you have any questions or require further information, please contact our office at <br />(800) 511-9300. <br />Sincerely, <br />AdvancedGeo, Inc. <br />
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