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Last modified
10/22/2018 5:51:41 PM
Creation date
10/22/2018 4:32:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0538843
PE
2957
FACILITY_ID
FA0022310
FACILITY_NAME
RALPH SQUARE
STREET_NUMBER
2122
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16916201
CURRENT_STATUS
01
SITE_LOCATION
2122 S AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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7 1 <br /> ' 05 October 2007 <br /> AGE-NC Project No.07-1537 <br /> Page 3 of 8 <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and the fuel additives methyl <br /> tertiary-butyl ether (MTBE), di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), <br /> tertiary-amyl methyl ether(TAME),tertiary butanol(TBA),ethylene dibromide(EDB)and <br /> 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260B. <br /> All soil borings were backfilled from total depth to surface grade by inserting hollow rods to total <br /> depth of each boring and backfilling with a portland type II cement grout mix. <br /> ' 2.2. WELL INSTALLATION <br /> Three ground water monitoring wells (MW-4 though MW-6) were installed at the site on 14 June <br /> 2007 and surveyed on 10 July 2007; the well locations are depicted on Figure 2. <br /> ' 2.2.1. Drilling and Sampling <br /> ' On 14 June 2007, three soil borings (MW4, MWS, and MW6) were advanced at the site using a <br /> CME-75 truck mounted drill rig to advance 8.25-inch diameter hollow-stem augers to a depth of <br /> 50 feet bsg. The drill rig and three-person crew were supplied by All Well Abandonment of <br /> ' Placerville, California. Auger returns generated by drilling were containerized in properly labeled <br /> Department of Transportation(DOT)-approved model 17H 55-gallon drums and were stored on-site. <br /> Soil samples were collected ahead of the drill bit using a California modified split-spoon sampler <br /> loaded with three pre-cleaned 2-inch by 6-inch stainless steel sleeves. The samples were collected <br /> from the pilot borings at 5-foot intervals,beginning at 5 feet below surface grade(bsg)using a 140- <br /> pound hammer to advance the sampler. The number of blows required to advance the sampler over <br /> each 6-inch increment of the 18-inch sampling interval was recorded on the boring logs. After <br /> ' sample recovery,both ends of the second or other selected sleeve were covered with Teflon sheets, <br /> capped and sealed with tape. <br /> ' All sample sleeves were labeled with the sample location, date, time, designation, and sampler's <br /> initials,then stored on ice and transported under chain of custody to CTEL for analysis.The samples <br /> were analyzed for the same chemical constituents listed in Section 2.1.2. <br /> All sampling equipment was washed in an Alconox solution and rinsed with water prior to each <br /> sampling run to minimize cross-contamination. <br /> Advanced GeoEvironmental,Inc. <br />
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