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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0518922
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Entry Properties
Last modified
2/25/2026 11:43:10 AM
Creation date
9/9/2025 2:07:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0518922
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0014223
FACILITY_NAME
HESS DUBOIS (FORMER)
STREET_NUMBER
330
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95203
APN
13708001
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
330 W HARDING WAY STOCKTON 95203
Tags
EHD - Public
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28 December 2020 AdvancedGeo <br /> Project No. 17-4073 An Employee-Owned Company <br /> Page 3 of 5 � <br /> 3.1. BORING ACTIVITIES <br /> The following procedures will be performed prior to any boring activities: <br /> Prepare a Site Health and Safety Plan in accordance with the Occupational Safety and <br /> Health Guidance Manual for Hazardous Waste Site Activities - Prepared by National <br /> Institute for Occupational Safety and Health, Occupational Safety and Health <br /> Administration, U.S. Coast Guard and U.S. Environmental Protection Agency, <br /> October 1985. <br /> • Notify the RWQCB and SJCEHD a minimum of 72 hours prior to commencement <br /> of any work, following the date of issue for drilling and/or well permits. <br /> • All drilling locations will be marked at least 48 hours in advance for an Underground <br /> Service Alert (USA) check of underground utilities or pipes. <br /> 3.1.1. Boring Advancement and Sampling <br /> One soil boring will be completed near the location of the former 350-gallon UST of <br /> unknown contents, as requested by the RWQCB, while the four additional borings will be <br /> completed at various locations within the site (Figure 2). Soil samples will be collected at <br /> 5 feet bsg from the borings utilizing a 4-inch diameter hand auger. Soil samples collected <br /> from the hand auger bucket will be placed directly into 6-inch acetate sample sleeves. <br /> The exposed ends of each sample sleeve will be covered with Teflon sheets, capped and <br /> sealed with tape. <br /> The 10 foot samples from each boring will be collected utilizing a truck mounted Geoprobe <br /> 5400 direct-push probing unit (or equivalent) equipped with 1.25-inch sampling assembly <br /> loaded with a two-foot acetate liner. Upon sample retrieval, a selected portion of the liner <br /> will be cut and covered with Teflon sheets, capped and sealed with tape. <br /> All soil samples will be visually logged and classified by an AGI geologist in accordance <br /> with the Unified Soil Classification System (USCS). Additionally, the soil samples will be <br /> field screened for the presence of volatile organic compounds using an organic vapor <br /> meter (OVM), equipped with a photo-ionization detector (PID). Soil sample descriptions <br /> and OVM readings will be recorded on a log for each soil boring. <br /> Following sample collection, each preserved sample sleeve will be labeled with the boring <br /> location, depth, time, date and sampler's initials. Appropriately sealed and labeled <br /> samples will be placed in a chilled container and transported under chain of custody to a <br /> State of California ELAP-certified laboratory. Soil samples will be analyzed for the <br /> following constituents: <br /> • Total petroleum hydrocarbons as Stoddard solvent (TPH-ss). <br />
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