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ARCHIVED REPORTS_XR0007138
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PR0544811
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ARCHIVED REPORTS_XR0007138
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Last modified
11/20/2024 9:21:18 AM
Creation date
9/5/2019 1:43:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007138
RECORD_ID
PR0544811
PE
3528
FACILITY_ID
FA0000091
FACILITY_NAME
Colonial Energy CE 40138 (DBA Power Mart)
STREET_NUMBER
14000
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
CURRENT_STATUS
02
SITE_LOCATION
14000 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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SECpR www secor corn <br /> INTERNATIONAL 3017 Kilgore Road Suite 100 <br /> S E C 0 R INCORPORATED Rancho Cordova,CA 95670 <br /> 918-881-0400 TEL <br /> 918-88i-0430 FAX <br /> July 23, 2003 <br /> Ms Anastasia Duarte-Wilkinson <br /> Time Oil Company <br /> 2737 West Commodore Way <br /> Seattle,WA 98199 <br /> RE Quarterly Monitoring Report, April --June 2003 <br /> Jackpot Food Mart <br /> 14000 East Highway 88 <br /> Lockeford, California <br /> SECOR Project No 770T 41737 00 <br /> Ms Duarte-Wilkinson <br /> This report presents the results of quarterly groundwater monitoring and sampling conducted at the Jackpot <br /> Food Mart at 14000 East Highway 88, Lockeford,California(the site,see Figure 1) In addition,the operation <br /> of the soil vapor extraction and air sparging remediation system is described <br /> GROUNDWATER MONITORING AND SAMPLING <br /> Nine groundwater monitor wells were sampled on May 15,2003 at the site Monitor wells MW-1 through MW- <br /> 4 were installed as part of an environmental investigation conducted in December 1994 In July 1996,monitor <br /> wells MW-5 through MW-10 were Installed as part of an additional environmental site assessment Prior to <br /> purging each groundwater monitor well, a water sample was taken and subjective analyses performed The <br /> subjective analyses consisted of checking for liquid-phase hydrocarbons (LPN)or a hydrocarbon sheen by <br /> lowering a clean Teflone bailer down the well and collecting a sample at the groundwater-air interface Wells <br /> not containing LPH were purged of approximately 2 to 4 casing volumes of water or until groundwater <br /> parameters of pH, temperature, and conductivity stabilized as measured by portable meters calibrated to a <br /> standard buffer and conductivity standard If the well was slow to recover or purged dry,the water level in the <br /> monitor well was allowed to recover to at least 80 percent of Its static level before sampling The groundwater <br /> samples were then collected by lowering a clean disposable bailer into the well and collecting a representative <br /> sample The groundwater samples were slowly transferred to laboratory-cleaned sample containers,sealed <br /> with Teflon-lined caps, labeled with the sample number, sample time and date, and immediately placed on <br /> ice in an insulated container Each sample was logged onto a chain-of-custody record for subsequent delivery <br /> to Excelchem Environmental Labs located In Roseville, California Groundwater samples were analyzed for <br /> total petroleum hydrocarbons as gasoline(TPHg),benzene,toluene,ethylbenzene,and xylenes(BTEX)using <br /> modified EPA Method 60218015,and for fuel oxygenates methyl tertiary butyl ether(MTBE),di-Isopropyl ether <br /> (DIPE), ethyl tertiary butyl ether(ETBE),tertiary amyl methyl ether(TAME), and tertiary butanol (TBA)using <br /> EPA Method 8260 <br /> GROUNDWATER ELEVATION DATA <br /> Depth to groundwater was obtained from the existing groundwater monitor wells at the site using a water level <br /> indicator graduated to 0 01 foot The depth to groundwater measurement was converted to a groundwater <br /> elevation for each well and used to construct a groundwater elevation contour map(Figure 2),and calculate <br /> the local groundwater flow direction and hydraulic gradient Groundwater at the site was measured at depths <br /> between 71 20 to 90 11 feet below ground surface(bgs) The groundwater potentiometnc surface elevation <br /> averaged approximately 24 15 feet bgs during this monitoring event <br /> I(Time 0IRLockef6rdlQMW1ockeford Q2-03 doc <br /> r <br />
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