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2900 - Site Mitigation Program
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PR0548791
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Entry Properties
Last modified
4/10/2026 1:50:13 PM
Creation date
6/19/2025 9:38:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0548791
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0027946
FACILITY_NAME
STOCKTON METROPOLITAN AIRPORT
STREET_NUMBER
5000
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
177260340
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
5000 202 S AIRPORT WAY STOCKTON 95206
Suite #
202
Tags
EHD - Public
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Revised Workplan-Additional Site Investigation for PFAS BSK Project E20-016-01F <br /> Stockton Metropolitan Airport(SCK) March 1, 2023 <br /> Stockton, California Page 22 <br /> 4. As required by California regulations, a hand auger will be used to explore the upper 5 ft of each <br /> boring. If deemed necessary by SCK, an air knife rig will be used to excavate a 10-foot deep pilot <br /> boring next to or within any proposed boring locations that may be located in the vicinity of deep <br /> underground utilities. <br /> 6.3.1.3 Site Access and Restrictions <br /> Prior to Site mobilization,a list of BSK field personnel,subcontractor,and vehicles will be provided to SCK <br /> for security and access coordination. Upon arrival each day,the field staff will check in with the SCK Point <br /> of Command (POC) person. Anticipated work hours are between 7:00 AM and 6:00 PM during the work <br /> week. Site personnel will be accompanied by a SCK-approved escort. <br /> 6.3.2 ADVANCEMENT OF BORINGS AND SAMPLE COLLECTION <br /> Drilling activities will be performed by a California C-57 licensed drilling contractor subcontracted by BSK. <br /> Soil borings include deep borings for monitoring well installation and vertical groundwater sampling <br /> (estimated to be up to 90 ft depth based on BSK's 2020 Preliminary Investigation). Borings advanced for <br /> subsequent monitoring well installation,orvertical groundwater sampling,will have soil samples collected <br /> for chemical analysis in the upper 10 ft of the boring (i.e., 1 ft, 5 ft, and 10 ft bgs). <br /> Monitoring well borings will be advanced using a Hollow Stem Auger(HSA)drilling rig. A Global Positioning <br /> Satellite (GPS) device (e.g., cellular phone with internet access) will be used to record locations of each <br /> boring. <br /> 6.3.2.1 Soil Sampling <br /> Subsurface soil samples for chemical analysis will be collected during advancement of the monitoring well <br /> and vertical groundwater definition borings with a HSA drilling rig using a Modified California or Standard <br /> Penetration Test (SPT) split-barrel sampler. Soil from the monitoring well borings, and borings advanced <br /> for vertical groundwater sampling will be collected continuously for the entire depth of the boring using <br /> a Modified California or SPT split-barrel sampler. Subsurface soil samples from the monitoring well <br /> borings will also be logged according to the USCS. Lithologic classifications and observations will be <br /> recorded on a drilling log and a monitoring well construction log (see Appendix A-A of the SAP). The <br /> following information will generally be recorded on the soil sampling logs: <br /> • Depth (total and any other relevant depth information). <br /> • USCS classification (ASTM D2487-17). <br /> • Color. <br /> • Moisture content(i.e., dry, moist, wet, saturated). <br /> • Density(relative to soils found on site). <br /> • Depth to groundwater, if encountered. <br />
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