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PR0545651
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Last modified
5/6/2020 10:18:34 AM
Creation date
5/6/2020 10:13:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545651
PE
3528
FACILITY_ID
FA0002479
FACILITY_NAME
7-ELEVEN INC #17334
STREET_NUMBER
4501
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11017004
CURRENT_STATUS
02
SITE_LOCATION
4501 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Work Plan for Additional Site Investigation 2 <br /> The Southland Corporation 4501 North Pershing Avenue Stockton CA March 29,1997 <br /> PROPOSED SCOPE OF WORK <br /> Fluor Daniel GTI will drill a total of five soil borings: four on-site soil borings (MW-1, MW-2, MW-3, and <br /> MW-1A) and one offsite soil boring (MW-4) at the locations shown on Figure 2. Soil boring depth,sample <br /> interval, and well completion intervals are show below: <br /> Well Depth Sample Interval Well Completion Well Location/Function <br /> MW-1 35 ft BGs None 20 ft screen 13 to 33 ft BGS Source Well <br /> " MW-1A 40 ft BGs 5, 10, 15 to 40 ft Bis 2 ft screen 38 to 40 ft BGS Deep Source Well <br /> MW-2 40 ft BGs 5, 10, 15 to 40 ft Bis 20 ft screen 13 to 33 ft BGS Upgradient Well <br /> MW-3 35 ft BGs Every 5 ft to 35 ft Bis 20 ft screen 13 to 33 ft BGS Crossgradient Well <br /> MW-4 35 ft Bis Every 5 ft to 35 ft Bis 20 ft screen 13 to 33 ft BGS Offsite downgradient Well <br /> It is anticipated that groundwater will be encountered approximately 18 feet BGS. Field observations and <br /> analytical data obtained from the borings will be used to characterize and delineate the extent of adsorbed <br /> petroleum hydrocarbons. Details of sampling protocol,well construction methods, waste handling, and <br /> final reporting are provided below. <br /> TASK 2: SOIL BORINGS/SOIL SAMPLING <br /> Fluor Daniel GTI will drill a total of five soil borings to depths of 35 to 40 feet below ground surface (BGS) <br /> using a truck-mounted drill rig equipped with 8-inch-diameter hollow-stem augers. Soil samples will be <br /> collected in borings MW-1A and MW-2 at 5, 10, and 15 feet BGS and continuously from 15 feet to 40 feet <br /> BGS using a split-spoon sampler lined with 2-inch-diameter by 6-inch-long brass sample tubes. Soil <br /> samples will be collected from soil borings MW-3 and MW-4 at 5-foot intervals to a depth of 35 feet BGS <br /> beginning at 5 feet BGS. If field observations indicate that samples collected at 40 feet in borings MW-1A <br /> and MW-2 contain elevated concentrations of petroleum hydrocarbons, borings MW-3 and MW-4 will also <br /> be sampled to a depth of 40 feet BGS. Soil samples will not be collected from boring MW-1A due to its <br /> proximity to MW-1. The hollow-stem augers will be steam cleaned before drilling, and sampling <br /> equipment will be cleaned between each sampling interval. Each soil sample will be screened for <br /> hydrocarbon vapors using a photoionization detector(PID). Soils encountered during drilling will be logged <br /> using the Unified Soil Classification System by a Fluor Daniel GTI field geologist,working under the <br /> supervision of a California registered geologist. One sample tube from each sampling interval will be <br /> sealed with teflon sheets, capped, taped, labeled, and placed on ice in an insulated container. Based on <br /> field observations, selected soil samples from each borehole will be analyzed by a State-certified analytical <br /> laboratory for benzene, toluene, ethylbenzene and xylenes (BTEX), methyl-tert-butyl-ether (MTBE), and <br /> total petroleum hydrocarbons-as-gasoline (TPH-G) by EPA methods 8020/8015 modified. An estimated <br /> six soil samples will be analyzed from each sampled boring. <br /> 0496MP LTR <br /> ►IM� <br /> FLUOR DANIEL GTI j <br />
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