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3500 - Local Oversight Program
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PR0545250
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Last modified
1/30/2020 4:42:26 PM
Creation date
1/30/2020 3:54:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545250
PE
3528
FACILITY_ID
FA0001817
FACILITY_NAME
7-ELEVEN INC #35355
STREET_NUMBER
3202
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
3202 W Hammer Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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ATTACHMENT C <br /> SECOR INTERNATIONAL INCORPORATED <br /> FIELD AND LABORATORY PROCEDURES <br /> STANDARD PROCEDURE FOR <br /> HOLLOW STEM AUGER DRILLING <br /> Prior to drilling,the boring locations are marked with white paint or other discernible marking and <br /> cleared for underground utilities through USA. In addition,the first five feet of each borehole are <br /> drilled with a hand auger, posthole digger, or air/water knife to evaluate the presence of <br /> underground structures or utilities. <br /> Once predrilling efforts to identify subsurface structures are complete, precleaned hollow stem <br /> augers(typically 8 to 10 inches in diameter)are advanced using a rotary drill rig for the purpose <br /> of collecting samples and evaluating subsurface conditions. Upon completion of drilling and <br /> sampling the augers are retracted and the borehole is either completed as a well or filled with <br /> concrete, bentonite grout, hydrated bentonite chips or pellets as required by the regulatory <br /> agency. In areas where the borehole penetrates asphalt or concrete, the borehole is capped <br /> with an 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 of <br /> depth are described on boring logs. The soil cuttings are classified in accordance with the <br /> Unified Soil Classification System (USCS). <br /> Soil cuttings are temporarily stored on-site in 55-gallon DOT-approved drums pending waste <br /> profiling and proper disposal. A label is affixed to the drums indicating the contents of the drum, <br /> suspected contaminants, date of drilling, borehole number, and depth interval from which the <br /> contents were generated. <br /> STANDARD PROCEDURE FOR SOIL SAMPLING - <br /> SPLIT SPOON SAMPLING <br /> The precleaned split spoon sampler lined with three 6-inch long brass or stainless steel tubes is <br /> driven 18 inches into the underlying soils at the desired sample depth interval. The sampler is <br /> driven by repeatedly dropping a 140-pound hammer a free fall distance of 30 inches. The <br /> number of blows (blow count) to advance the sampler for each six-inch drive length are <br /> recorded on the field logs. Once the sampler is driven the full 18-inch drive length or the <br /> 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. The <br /> sample is carefully packaged for chemical analysis by capping each end of the sample with a <br /> Teflon sheet followed by a tight-fitting plastic cap and sealing the cap with non-volatile organic <br /> compound (VOC), self-adhering silicon tape. A label is affixed to the sample indicating the ` <br />
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