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ARCHIVED REPORTS_XR0011215
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2900 - Site Mitigation Program
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PR0011061
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ARCHIVED REPORTS_XR0011215
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Last modified
1/9/2020 2:22:41 PM
Creation date
1/9/2020 2:14:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011215
RECORD_ID
PR0011061
PE
2951
FACILITY_ID
FA0004656
FACILITY_NAME
NOR CAL BEVERAGE
STREET_NUMBER
1800
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
15307048
CURRENT_STATUS
01
SITE_LOCATION
1800 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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kn KLEI NFELDER <br /> 5 SUMMARY OF PREVIOUS INVESTIGATIONS AND KLEINFELDER S <br /> ASSESSMENT <br /> Kleinfelder was retained by Nor-Cal to further assess the vertical extent of contamination <br /> at two locations in the backfilled tank excavation. Previous sampling of the tank excavation <br /> had indicated that elevated concentrations of petroleum hydrocarbons remained at the <br /> bottom of the tank excavation at two locations. The two Kleinfelder soil borings were <br /> ' advanced in the vicinity of these two areas. Additionally, Kleinfelder was retained to <br /> resample ground water monitoring well MW-1. <br /> 5.1 TANK EXCAVATION SOIL SAMPLING AND ASSESSMENT <br /> Soil boring B-1 was drilled at a 20 degree angle (from vertical) at the location where <br /> elevated TPH concentrations had been previously detected at 21 feet (Plate 3). This <br /> boring is located near the western property boundary and was drilled at an angle to <br /> evaluate the potential for the vertical migration of petroleum hydrocarbons at the edge of <br /> the tank excavation and property. Elevated PID readings (over 100 ppmv above <br /> background) were recorded at auger depths of 10 and 15 feet. PID <br /> g p readings ranged from <br /> ' 36 to 11 ppmv from 20 to 40 feet. The PID is a qualitative screening device and can be <br /> affected by soil type, temperature, wind and moisture. Qualitative PID readings cannot be <br /> directly correlated to quantitative TPH concentrations in the soil. Petroleum hydrocarbons <br /> ' were not detected in the samples analyzed at depths of 20, 25 and 40 feet. The soil sample <br /> analyzed at a depth of 20 feet had a PID reading of 36, however, no TPH concentrations <br /> were detected. Based on previous sample results and Meinfelder's current assessment, it <br /> appears that petroleum hydrocarbons may be present in the soil at the edge of the <br /> excavation from 10 to 20 feet below the ground surface. The lack of detected <br /> concentrations at 20, 25 and 40 feet indicates that there has not been significant vertical <br /> ' migration in the vicinity of boring B-1 and beneath the area with previously detected <br /> petroleum hydrocarbons at depths of 11 to 21 feet. <br /> ' Boring B-1 was drilled approximately 1 foot away from the fence at the western property <br /> boundary at a 200 angle from vertical. The boring was drilled at a slight angle to provide a <br /> partial assessment of the lateral migration of petroleum hydrocarbons at the western <br /> property boundary. The sample collected at an auger depth of 20 feet was approximately <br /> y 6 feet west of the fence; the sample collected at ani auger depth of 25 feet was <br /> FR1-92-15 Page 14 of 21 <br /> Copyright 1992 Kleinfelder,Inc. <br />
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