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ARCHIVED REPORTS_XR0010677
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2900 - Site Mitigation Program
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PR0507911
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ARCHIVED REPORTS_XR0010677
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Entry Properties
Last modified
5/8/2020 12:14:34 PM
Creation date
5/8/2020 11:50:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010677
RECORD_ID
PR0507911
PE
2950
FACILITY_ID
FA0007834
FACILITY_NAME
CIRCLE K #8671
STREET_NUMBER
8606
STREET_NAME
THORNTON
STREET_TYPE
RD
City
STOCKTON
Zip
95209
APN
07242019
CURRENT_STATUS
01
SITE_LOCATION
8606 THORNTON RD
QC Status
Approved
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EHD - Public
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r' <br /> Tosco Markeung Company 2 <br /> Tosco Service Station 8671,8606 Thornton Road,Stockton,CA March 16,1999 <br /> ASSESSMENT ACTIVITIES AND FINDINGS <br /> On January 27 and 28, 1999, four groundwater monitoring wells (MW-1 through <br /> MW-4) were installed at the site by Woodward Drilling of Rio Vista, California <br /> Groundwater monitoring well MW-1 was drilled near the southern portion of the UST <br /> complex to a depth of approximately 45 feet below ground surface (bgs) and screened <br /> from 25 feet to 45 feet bgs Groundwater monitoring well MW-2 was drilled west of the <br /> UST complex to a total depth of 45 feet bgs and screened from 25 feet to 45 feet bgs <br /> Groundwater monitoring wells MW-3 was drilled north of the UST complex to a total <br /> depth of 45 feet bgs and screened from 25 feet to 45 feet bgs Groundwater monitoring <br /> wells MW-4 were drilled east of the product islands to a total depth of 45 feet bgs and <br /> screened from 25 feet to 45 feet bgs Boring Logs showing well completion details are <br /> included as Attachment A <br /> The findings of this assessment are discussed below <br /> • Subsurface Conditions. Clay and silty clay was encountered in the <br /> borings from the ground surface to approximately 5 to 10 feet below <br /> ground surface (bgs) Beneath the clay and silty clay, vanng forms of <br /> clayey silts to fine sands were encountered to the total depth explored <br /> of 45 feet bgs Groundwater was encountered at approximately 35 to <br /> 39 feet bgs in the borings and stabilized between 28 61 and 29 66 feet <br /> bgs in the monitoring wells <br /> o Soil Sampling and Analysis. Selected soil samples collected from <br /> each boring were analyzed for total petroleum hydrocarbons as <br /> gasoline (TPH-g)by EPA Method 8015, benzene, toluene, <br /> ethylbenzene, xylenes (BTEX compound), and methyl tert-butyl ether <br /> (MtBE) by EPA Method 8020 <br /> All analytes were reported as nondetect Soil analytical results are <br /> presented in Table 1 Field and laboratory procedures are presented as <br /> Attachment B Certified analytical reports and chain-of-custody <br /> documentation are presented as Attachment C <br /> • Groundwater Monitoring Well Development, Sampling, and <br /> Surveying. After installation, the groundwater monitoring wells were <br /> developed by rigorously surging over the length of the screen interval <br /> and by purging ten casing volumes of water <br /> Groundwater samples were collected from the newly installed <br /> groundwater monitoring wells on February 15, 1999 Groundwater <br /> samples were analyzed for TPH-g and BTEX by EPA Method <br /> 8015/8020 and fuel oxygenates by EPA Method 8260A TPH-g was <br /> reported in one well (MW-2) at a concentration of 100 ppb Benzene <br /> was reported in all four wells at a maximum concentration of 3 56 ppb <br /> MtBE was reported in monitoring wells MW-1 and MW-4 at <br /> 7G888-010-03/well install doc <br />
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