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2900 - Site Mitigation Program
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PR0542109
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Last modified
7/23/2026 1:33:33 PM
Creation date
3/11/2026 11:28:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542109
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0024185
FACILITY_NAME
FORMER THRIFTY OIL CO STATION NO 172
STREET_NUMBER
7647
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
07748014
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
7647 PACIFIC AVE STOCKTON 95207
Tags
EHD - Public
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APPENDIX B <br /> FIELD PROCEDURES <br /> STANDARD PROCEDURE FOR <br /> HOLLOW STEM AUGER DRILLING <br /> Prior to drilling, all boring locations are marked with white paint or other discernible marking <br /> and cleared for underground utilities through Underground Service Alert (USA). In addition, <br /> the first five feet of each borehole is cleared using an air knife and vacuum truck to evaluate <br /> the presence of underground structures or utilities. <br /> Once pre-drilling efforts to identify subsurface structures are complete, pre-cleaned hollow <br /> stem augers (typically 8 or 10 inches in diameter) are advanced using a rotary drill rig for the <br /> purpose of collecting samples and evaluating subsurface conditions. Upon completion of <br /> drilling and sampling the augers are retracted and the borehole is filled with cement, <br /> bentonite grout, hydrated bentonite chips or pellets as required by the regulatory agency. In <br /> areas where the borehole penetrates asphalt or concrete, the borehole is capped with an <br /> equivalent thickness of asphalt or concrete patch to match finish grade. <br /> During the drilling process a physical description of the encountered soil characteristics (i.e. <br /> moisture content, consistency, odor, color, etc.), drilling difficulty and soil type as a function <br /> of depth are described on boring logs. The soil cuttings are classified in accordance with the <br /> USCS. <br /> All soil cuttings are temporarily stored on-site in 55-gallon DOT approved drums pending <br /> laboratory analysis, waste profiling and proper disposal. A label is affixed to the drums <br /> indicating the contents of the drum, suspected contaminants, date of drilling, borehole <br /> number, and depth interval from which the contents were generated. <br /> STANDARD PROCEDURE FOR SOIL SAMPLING <br /> SPLIT SPOON SAMPLING <br /> The pre-cleaned split spoon sampler lined with three 6-inch long brass or stainless steel tubes <br /> is driven 18 inches into the underlying soils at the desired sample depth interval. The <br /> sampler is driven by repeatedly dropping a 140-pound hammer a free fall distance of 30 <br /> inches. The numbers of blows (blow count) to advance the sampler for each six-inch drive <br /> length are recorded on the field logs. Once the sampler is driven the full 18-inch drive length <br /> or the sampler has met refusal (typically 50 blows per six inches),the sampler is retrieved. <br /> Of the three sample tubes, the bottom sample is generally selected for laboratory analysis. <br /> The sample is carefully packaged for chemical analysis by capping each end of the sample <br /> with a Teflon sheet followed by a tight-fitting plastic cap and sealing the cap with non-VOC, <br />
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