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2900 - Site Mitigation Program
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PR0515745
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Last modified
2/12/2020 4:44:21 PM
Creation date
2/12/2020 2:16:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0515745
PE
2950
FACILITY_ID
FA0012321
FACILITY_NAME
FORMER GRAYLIFT INC FACILITY
STREET_NUMBER
3131
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14322014
CURRENT_STATUS
02
SITE_LOCATION
3131 E FREMONT ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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22 May 2000 <br /> AGE-NC Project No. 00-0704 <br /> Page 6 of 7 <br /> Former UST System Area <br /> Soil boring B8 was advanced near the area of the former Graylift, Inc. dispenser island, <br /> approximately 8 feet north of the former 10,000-gallon unleaded gasoline UST and 5,000-gallon <br /> diesel UST.TPH-g and TPH-d were detected in soil sample B8-10'at concentrations of 510 ppm and <br /> 5,800 ppm, respectively. <br /> Former Shell Service Station Area <br /> Soil boring B5 was advanced on the property formerly utilized by Shell Oil, for a gasoline service <br /> station. Petroleum hydrocarbons TPH-g, TPH-d, and TPH-mo were detected in sample B5-10' at <br /> concentrations as high as 310 ppm, 170 ppm, and 2.5 ppm, respectively. VOCs, were detected by <br /> EPA Method 8260B in sample B5-10'.Detected VOCs included n-butylbenzene,naphthalene, 1,2,3- <br /> trimethylbenzene, and 1,3,5-trimethylbenzene, which were detected at concentrations of 1.4 ppm, <br /> 6.2 ppm, 4.4 ppm, and 0.95 ppm, respectively. A soil sample collected from 20 feet bsg in boring <br /> B5 (B5-20')had a faint hydrocarbon odor,but did not have VOC concentrations high enough to be <br /> detected by field screening; the sample was not analyzed in the laboratory. <br /> Analytical results of soil samples are summarized in Table 1 through Table 4.The laboratory reports <br /> and chain-of-custody forms are included in Appendix B. <br /> 4.5. RESULTS OF GROUND WATER SAMPLE ANALYSIS <br /> One grab ground water sample was collected from B 1 and submitted to a DHS-certified laboratory <br /> for analysis.None of the analytes were detected at concentrations at or above the laboratory reporting <br /> limit. The analytical results of the water sample is summarized in Table 1 and Table 2. The <br /> laboratory reports and chain-of-custody forms are included in Appendix B. <br /> 5.0. SUMMARY AND CONCLUSIONS <br /> Based on data collected during the 21, 22, and 23 March 2000 soil borings, and grab ground water <br /> sampling, AGE concludes: <br /> • Field observations, OVM readings, and laboratory analysis indicate that the most intense <br /> hydrocarbon-impact in soil is in the area of borings B8, B5, and HA1, HA2, and HA3. <br /> • Laboratory analysis of soil sample B8-10' indicated that the petroleum hydrocarbon-impact <br /> in the former Graylift UST/dispenser area consisted primarily of diesel fuel;it is not possible <br /> to determine whether the former dispenser,the former USTs or both were responsible for the <br /> release. <br /> Advanced GeoEnviron mental,Inc. <br />
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