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SR0084318
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SR0084318
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Last modified
10/4/2022 10:58:16 AM
Creation date
10/4/2022 10:03:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0084318
PE
2903
FACILITY_ID
FA0024809
FACILITY_NAME
OXYCHEM STOCKTON
STREET_NUMBER
1904
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16302041
ENTERED_DATE
10/7/2021 12:00:00 AM
SITE_LOCATION
1904 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Geosyntec <br /> consultants <br /> 4. FIELD ACTIVITES <br /> 4.1 Pre-Field Activities <br /> Prior to the beginning of field activities,the following will be performed: <br /> • Geosyntec will coordinate with Glenn Springs for access to the Site; <br /> • Drilling permits will be obtained from the San Joaquin County Environmental Health <br /> Department; <br /> • A Site-specific task hazard analysis (THA) will be created for the scope of work <br /> described in this Work Plan. The THA will contain procedures for hazard identification <br /> and mitigation, emergency response, including a map of the nearest hospital and <br /> emergency contact information, incident reporting, use of appropriate personal <br /> protective equipment (PPE), and air monitoring procedures, if applicable. The THA <br /> will be available on-Site during all field activities. Prior to the start of field activities, a <br /> safety tailgate meeting will be conducted that will include a discussion of the field <br /> activities to be performed, safe work practices, identification of potential hazards, use <br /> of PPE, decontamination procedures, and emergency response protocols; and <br /> • Drilling locations will be marked with white paint and Underground Services Alert <br /> (USA) will be contacted a minimum of 48 hours prior to commencement of intrusive <br /> subsurface activities. Additionally, a private utility locator will be contracted to <br /> perform a geophysical survey in the vicinity of each proposed boring location area to <br /> identify the presence or absence of potential utilities, pipelines, or other subsurface <br /> obstructions prior to drilling. <br /> The proposed boring locations may be adjusted based on the results of the USA alert, the private <br /> geophysical survey, and the accessibility of locations with respect to obstructions on the property. <br /> 4.2 Soil Vapor Probe Installation <br /> Geosyntec will contract a California-licensed C-57 drilling contractor to perform drilling activities <br /> using a DPT drill rig at the locations shown in Figure 3. A total of four soil vapor probes will be <br /> installed at two locations at the Site. Two probes will be installed in adjacent borings at each of <br /> the proposed two locations. <br /> At each location, the drilling contractor will install the deeper probe first. For each soil vapor <br /> probe, the top 5 feet of each borehole will be completed using a hand auger. For the deeper soil <br /> vapor probe locations, the driller will collect a continuous soil core at each boring from <br /> approximately 5 ft bgs to 10 ft bgs. The soil cores will be visually logged by Geosyntec field <br /> personnel under the direction of a California-licensed engineer or geologist for classification of <br /> soil type using the Unified Soil Classification System as guidance. The shallow soil vapor probes <br /> (screened at approximately 5 ft bgs) will be installed adjacent to the deeper probes (screened at <br /> approximately 10 ft bgs). Samples from the soil cuttings and soil cores will be collected and placed <br /> in a sealed plastic bag and allowed to equilibrate. The headspace of the soil core samples will be <br /> field screened for VOCs using a PID and recorded on field logs. <br /> Work Plan for Vapor Intrusion Investigation 6 July 30,2021 <br />
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