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ARCHIVED REPORTS_XR0012738
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545336
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ARCHIVED REPORTS_XR0012738
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Entry Properties
Last modified
2/10/2020 10:42:18 PM
Creation date
2/10/2020 4:08:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012738
RECORD_ID
PR0545336
PE
3528
FACILITY_ID
FA0003776
FACILITY_NAME
KWIK SERV LODI BW 113*
STREET_NUMBER
420
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06202042
CURRENT_STATUS
02
SITE_LOCATION
420 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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i i,24 <br /> 150 Big ME <br /> a - A. <br /> FrTE ASSeSSMENT MOf1ItORNG WELL <br /> iNSTALLATM"RESULTS FAUK)Fif <br /> 420 W.KcMa.an.Ladl.California <br /> r-' <br /> Additional information regarding adjacent land uses,tank storage products, <br /> , niderg underground <br /> - <br /> accident history, site and regional geology and hydrogeology, <br /> structures and site description are presentedin Section <br /> 2 0 of Aegis' "Pre-Tank <br /> and "Pre-Tank <br /> Replacement Site Assessment Work Plan" (Aegis, <br /> Replacement Site Assessment Results Report', (Aegis, October 1989) submitted to the <br /> SJCPHS. <br /> 2.1 Previous Subsurface Soil [Hues#i ation Results <br /> In September 1989, a total of fifteen soil borings were drilled at the site ("Pre-Tank <br /> Replacement Site Assessment Results Report" (Aegis, 1989)) ranging in depth from 11-1h <br /> to 21-1/E feet bg. Four berings were drilled adjacent to the existing tank basin, <br /> three <br /> borings adjacent to the existing dispenser islands, and eight borings within the formerly <br /> proposed new underground storage tank basin vertical�ntervals and selected samples were <br /> ure 2). The borings were screened <br /> in-field with a PID at approximately five-foot <br /> forwarded to a state-certified laboratory for the required analysis. In-field screened <br /> samples had PID readings of zero. Low concentrations of toluene and total xylenes were <br /> detected in baring B-1 adjacent to the existing underground storage tanks at 15 feet bg. <br /> Laboratory analysis of the soil samples for the remaining borings adjacent to the existing <br /> dispenser islands and underground storage tanks were below detection limits. Low <br /> concentrations of toluene were detected in soil borings B-7 and B-10 at approximately five <br /> T, feet bg in the formerly proposed tank basin. Boring eight (B-8}, also located in the <br /> the highest petroleum constituent concentrations. Total <br /> proposed tank basin, contained <br /> µ Petroleum Hydrocarbons as gasoline (TPH as gasoline)was present at 1,060 ppm 10 feet <br /> bg. The source may have resulted from the removal of liquid trapped in the 'Thief Port" <br /> of the Stage ll Vapor Recovery lines. <br /> ystem allows vapors to be captured at the nozzle of the <br /> The Stage ll Vapor Recovery S <br /> s._. <br /> dispenser through a secondary boot and then allows the heavier petroleum particles to <br /> drain back to the underground storage tanks under the farce of gravity due to the fall of <br /> the Stage II lines to the tanks. The island parallel to Hutchin Road was not high enough <br /> to allow for adequate fall in the vapor lines; therefore, the vapor line was installed with a <br /> vertical t,ep allowing liquids to collect and vapors to step up to an elevation creating <br /> to enhance gravity flow. The station operator would <br /> enough tall in the vapor lines <br /> moving collected liquid gasoline, so as not to impede <br /> periodically '"Thief them Dry," by re <br /> vapor flow. The "Thieving," or removal of the liquids, from this trap has a high potential <br /> for spillage. <br /> F 89-013A.RPT - <br />
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