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2900 - Site Mitigation Program
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PR0538761
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Entry Properties
Last modified
4/22/2026 11:30:35 AM
Creation date
4/22/2026 11:18:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0538761
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0022259
FACILITY_NAME
PORT OF STOCKTON, SITE 47
STREET_NUMBER
2201
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
DR
City
STOCKTON
Zip
95203
APN
16203007
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
2201 W WASHINGTON DR STOCKTON 95203
Tags
EHD - Public
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Phase II Sampling and Analysis Plan SOP-2—Drilling and Sampling <br /> Port of Stockton-Rail and Bridge,Stockton,CA FN <br /> • The only acceptable drilling fluid to be used while advancing the borehole is water. However, <br /> water will be used only when necessary as approved by the FTL and will be from a potable <br /> water source. Water will not be used when drilling boreholes where soils for PFAS analysis <br /> are to be collected. <br /> • During drilling of boreholes with DPT, soil cores will be collected continuously in 4-foot <br /> sections in clear plastic liners. When sampling for PFAS, soil cores must be collected in <br /> verified PFAS-free PVC liners, as other liner materials are prohibited when sampling for <br /> PFAS (see Section 6.2.3.5) <br /> • During drilling of boreholes via HSA, borings will be advanced no further than 3 feet bgs. <br /> • The HDR geologist/engineer will maintain visual and verbal communication with the onsite <br /> subcontracted driller in order to maintain awareness of any changes in subsurface <br /> conditions, amount of water used (if any) during drilling, quantities of materials used during <br /> drilling and well installation, or any mechanical problems with the drill rig or support <br /> equipment. <br /> • The HDR geologist/engineer will carefully and thoroughly complete all required field <br /> documentation in order to provide a complete record of drilling activities, including drill rig <br /> maintenance and repairs, subcontractor down time, subsurface conditions and geologic <br /> materials encountered. <br /> The HDR geologist/engineer will determine and record the depth to groundwater observed <br /> during drilling. <br /> • When the HDR geologist/engineer is finished with visual logging and sampling soil core, the <br /> drilling subcontractor will place the core in an approved container for disposal of soil cuttings. <br /> • The HDR geologist/engineer will monitor the breathing zone for organic vapors in <br /> accordance with the procedures contained in the HASP. The tops of the boreholes will be <br /> monitored for organic vapors using a PID. <br /> • The HDR geologist/engineer will collect soil samples at specified intervals in borings for soil <br /> classification and/or chemical analysis or field screening as specified in the project-specific <br /> work plan. <br /> • Drilling equipment will be decontaminated prior to drilling activities in accordance with SOP 5 <br /> Equipment Decontamination. <br /> • Investigative-derived waste (i.e., drill cuttings, wastewater)will be characterized and <br /> disposed as specified in the project work plan. <br /> • The HDR geologist/engineer will communicate with the FTL regarding site conditions and out <br /> of scope work to be performed. <br /> 6.2.3.1 DPT and HSA Drilling <br /> DPT drilling will be used for any borings terminating at 10 ft bgs or greater. DPT drilling is performed <br /> for the purpose of soil, groundwater and soil vapor sampling using the Geoprobe dual tube system. <br /> The dual tube system uses a 2.25-inch outer diameter(OD) drive rod and cutting shoe attached to <br /> 2-7 <br />
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