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2900 - Site Mitigation Program
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PR0548574
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WORK PLANS
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Entry Properties
Last modified
7/17/2026 10:55:21 AM
Creation date
7/17/2026 10:50:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0548574
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0027772
FACILITY_NAME
PG&E TURNER CUT FACILITY
STREET_NUMBER
2121
Direction
N
STREET_NAME
ZUKERMAN
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
12908009
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
2121 N ZUKERMAN RD STOCKTON 95206
Tags
EHD - Public
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ERM Mike Quillid, CPESC, PMP, QSD <br /> 26 May 2023 <br /> Page 3 <br /> ■ A Site-specific Health and Safety Plan will be developed, including associated job hazard <br /> analyses for each specific work task. <br /> ■ Boring permits will be obtained from the SJEHD. Borings will be abandoned in accordance <br /> with County requirements and under supervision of an SJEHD inspector. <br /> ■ Boring locations will be marked in the field,and Underground Service Alert will be contacted <br /> at least 72 hours prior to initiating the work. ERM will coordinate with Underground Service <br /> Alert member companies to locate underground facilities in proximity to planned boring <br /> locations. <br /> ■ Each location will be cleared for subsurface utilities using a private utility-locating company <br /> and industry-accepted methodologies and tools. Drilling locations will be cleared in advance <br /> to at least 5 feet bgs using an air knife. <br /> 4. FIELD ACTIVITIES <br /> This section presents the scope of work that will be completed as part of the groundwater <br /> investigation. Figure 2 depicts proposed sampling locations to be completed underthis Workplan. <br /> The sampling approach and methods, analytical testing, and data evaluation procedures are <br /> described below. <br /> 4.1 Pilot Boring to Determine Groundwater Depth <br /> One pilot soil boring will be completed to first encountered groundwater(expected to be between <br /> 10 to 15 feet bgs)using a direct-push drill rig.The pilot soil boring will be collocated with one of the <br /> Hydropunch borings (Figure 2). <br /> After air knife utility clearance, the pilot soil boring will be advanced with a direct-push drill rig. The <br /> pilot soil boring will be drilled to collect continuous soil cores to first encountered groundwater <br /> (approximately 10 to 15 feet bgs). During direct-push drilling, soils will be continuously logged by <br /> an ERM field geologist, underthe direction of a California Professional Geologist in accordance <br /> with the Unified Soil Classification System. The field geologist will log the soil and identify <br /> saturated soil indicative of first encountered groundwater. If a suitable (generally medium-to <br /> coarse-grained)wet interval is not identified, drilling will continue in 5-foot intervals, up to a <br /> maximum of 25 feet bgs, until a suitable interval is identified. After drilling is completed at this <br /> borehole, it will be properly abandoned and a step-out boring will be completed for grab <br /> groundwater sample collection from the target zone. <br /> In addition to identifying first encountered groundwater, the soil core of the pilot boring will be <br /> screened to identify potentially impacted soil.To identify potential impacts, the soil core will be <br /> screened for odors and visual staining;and vapors will be measured with an organic vapor meter <br /> equipped with a photoionization detector(PID) using a 10.7-electron-volt lamp. Vapors will be <br /> measured using the PID by placing soil in zip-style plastic bags and measuring headspace <br /> concentrations. <br /> If petroleum contamination is observed in the soil core(either from visual observation or elevated <br /> PID readings), soil samples will be collected from thedeepestdepth interval where contamination <br />
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