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ARCHIVED REPORTS_XR0005402
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ARCHIVED REPORTS_XR0005402
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Last modified
3/11/2020 8:55:15 AM
Creation date
3/10/2020 4:39:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005402
RECORD_ID
PR0545495
PE
3528
FACILITY_ID
FA0006423
FACILITY_NAME
STOCKTON MOBIL 2
STREET_NUMBER
3440
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3440 E MAIN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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Mr. Randall Stephenson <br /> January 27, 1994 <br /> Page 2 <br /> Soil Borings <br /> Soil samples collected from the borings consisted of silty clay, clayey silt, sandy silt, and silty <br /> sand. For example, samples collected from the soil boring for monitoring well MW-1 indicated <br /> the following vertical soil sequence: from below the asphalt to 21 feet below grade, the soil <br /> encountered consisted of silty clay, from 21 to 45.5 feet, a sandy silt unit was encountered; <br /> under the sandy silt, a silty sand is present to 70 feet; from 70 to 82 feet, a sandy silt was <br /> encountered; and from 82 to 90 feet (the total depth of the boring), silty clay was encountered. <br /> Contacts between soil types were sharp. Soil boring logs containing detailed descriptions of soil <br /> conditions encountered in each boring are included in Enclosure B. <br /> Ground water was encountered in the soil borings at depths ranging from 79 to 80 feet below <br /> grade. <br /> Soil Sample Analytical Results <br /> A portion of each soil sample collected from the soil borings was sealed in a plastic bag and <br /> allowed to reach ambient air temperature. The headspace of the bag was then screened in the <br /> field with a photoionization detector (PID). The highest PID reading for each sample was <br /> recorded on the right-hand side of the boring logs (Enclosure B). <br /> Selected soil samples collected from above the water table in each soil boring were submitted <br /> to a California-certified laboratory for analyses. A total of nineteen soil samples were analyzed <br /> for BTEX and TPHg. Soil sample analytical results are summarized in Table 1. Copies of <br /> certified analytical reports are contained in Enclosure E. Soil samples collected from the boring <br /> for monitoring well MW-2 contained benzene at concentrations ranging from less than 0.0050 <br /> milligrams per kilogram (mg/kg) to 0.22 mg/kg. TPHg concentrations ranged from less than <br /> 1.0 mg/kg to 7.7 mg/kg in soil samples collected from the boring for monitoring well MW-2. <br /> All other soil samples collected from monitoring wells N1W-1 and MW-3 did not report <br /> detectable concentrations of benzene and TPHg. <br /> Ground Water Level Measurements <br /> Depth to ground water measurements were made in each monitoring well on December 15, 1993 <br /> (Table 2). Ground water was present at depths ranging from 79.39 to 80.22 feet below the top <br /> of the monitoring well casings. Water level measurements on December 15, 1993, indicated an <br /> inferred direction of ground water flow toward the northeast as illustrated on Figure 3. The <br /> calculated ground water gradient on this date was less than 0.01 foot per foot. <br /> LRPT057.ECD <br /> ACTON+ MICKELSON • van DAM, INC. Consulting Scientists, Engineers,and Geologists <br />
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