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ARCHIVED REPORTS XR0011236
Environmental Health - Public
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3500 - Local Oversight Program
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ARCHIVED REPORTS XR0011236
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Last modified
10/1/2018 4:46:19 AM
Creation date
9/28/2018 4:33:43 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0011236
FileName_PostFix
XR0011236
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i <br /> 4.3 Extent of Petroleum Hydrocarbon Impact to Soil <br /> Former Apache Plastics Facility <br /> Soil beneath the former Apache Plastics facility property is impacted with GRO, BTEX, TBA, <br /> and 1,2-DCA. Soil analytical results for samples collected during historical site assessment <br /> activities are presented in Figure 8 and Appendix G. The highest concentrations of petroleum <br /> hydrocarbons in soil are generally observed near the northern portion of the property, in the <br /> vicinity of the former UST and fuel dispensing area. Prior to completion of soil vapor extraction <br /> (SVE) (further discussed in section 5.1), GRO and benzene concentrations in the unsaturated <br /> zone were reported at maximum concentrations of 2,800 milligrams per kilogram (mg/Kg) and <br /> 10 mg/Kg, respectively (29 feet bgs, B-1/MW-1), 7,400 mg/Kg and 80 mg/Kg, respectively <br /> (21 feet bgs, boring VEW-1), and 11,000 mg/Kg and 130 mg/Kg, respectively (boring MP-1, <br /> 36 feet bgs). <br /> Relatively low concentrations of petroleum hydrocarbons were reported in soil samples collected <br /> from recently completed well boring MW-13 between approximately 11 and 31 feet bgs, with <br /> increased hydrocarbon concentrations observed at approximately 41 feet bgs, near the historical <br /> highest groundwater level beneath the site. Based on this observation, and the position of well <br /> MW-13 relative to the former UST complex and the area where SVE remediation was <br /> completed, SVE appears to have been effective in significantly reducing petroleum hydrocarbon <br /> concentrations in soil within the unsaturated zone. <br /> Based on the findings of post remediation site assessment activities completed since 1997, <br /> concentrations of residual petroleum hydrocarbons remain in the vicinity of the UST area <br /> between approximately 40 and 100 feet bgs. For samples collected during the recent site <br /> investigation, GRO was reported at a concentration of 4,900 mg/Kg for a sample collected from <br /> boring MW-13 at 41.5 feet bgs. Concentrations of GRO ranged from 1,300 mg/Kg to 1,900 <br /> mg/Kg for soil samples collected between 75.5 and 96.5 feet bgs at boring MW-13. Benzene <br /> was also reported in soil samples collected between 75.5 and 96.5 feet bgs at boring MW-13 <br /> (13 mg/Kg to 20 mg/Kg). GRO (250 mg/Kg) and benzene (1.7 mg/Kg) were also detected in a <br /> sample collected from boring MW-14 at 81 feet bgs. <br /> Based on the results of soil samples collected from boring CPT-1, petroleum hydrocarbon impact <br /> to soil extends to at least 138 feet bgs near the former UST area. Residual petroleum <br /> hydrocarbons in soil appear to decrease significantly below the laterally continuous lower water <br /> bearing zone strata. <br /> MTBE, TBA, 1,2-DCA, and additional fuel additives have not been detected in any soil samples <br /> collected beneath the site. <br /> Former Sunland Gasoline/Stockton City Cab Company Facility <br /> Soil beneath the former Sunland Gasoline/Stockton City Cab Company property is impacted <br /> with GRO, BTEX, MTBE, TBA, ethanol, 1,2-DCA, and EDB. Soil analytical results for <br /> samples collected during historical site assessment activities are presented in Figure 9 and <br /> Appendix H. The highest concentrations of residual petroleum hydrocarbons were generally <br /> t{.`ppache Plastics\Rcportslapache-scm-assessment report2006.doc Page 11 STP.IITUS <br />
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