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ARCHIVED REPORTS_XR0007136
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544811
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ARCHIVED REPORTS_XR0007136
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Last modified
11/20/2024 9:21:18 AM
Creation date
9/5/2019 1:43:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007136
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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r <br /> SECOR www sccor com <br /> INTERNATIONAL <br /> S E C O R INCORPORATED 3017 Kilgore Road,Suite 100 <br /> Rancho Cordova,CA 95670 <br /> 916 861-0400 TEL <br /> 991166,-x(86611-+)413/0�/y rAx <br /> i <br /> October 22, 2003 NOV 0 4 2003 <br /> ENVIRONMENT HEHLD <br /> Ms Anastasia Duarte-Wilkinson PERMIT/SERVICES <br /> Time Oil Company <br /> 2737 West Commodore Way <br /> Seattle, WA 98199 <br /> RE Quarterly Monitoring Report,July—September 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,this report also <br /> Includes a quarterly summary of the operabon of the soil vapor extraction (SVE) and air sparging (AS) <br /> remediation system at the srte <br /> GROUNDWATER MONITORING AND SAMPLING <br /> Ten groundwater monitor wells were sampled on July 24,2003 at the site Monitor wells MW-1 through MW-4 <br /> 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 <br /> Prior to purging each groundwater monitor well, a water sample was taken, and subjective analyses was <br /> performed The subjective analyses consisted of checking for the presence of liquid-phase hydrocarbons(LPH) <br /> or a hydrocarbon sheen by lowering a clean Teflon® bailer down the well and collecting a sample at the <br /> groundwater-air interface Wells not containing LPH were purged of approximately 2 to 4 casing volumes of <br /> water or until groundwater parameters of pH,temperature,and conductivity stabilized as measured by portable <br /> meters calibrated to a standard buffer and conductivity standard If the well was slow to recover or purged dry, <br /> the water level in the monitor well was allowed to recover to at least 80 percent of its static level before <br /> sampling The groundwater samples were then collected by lowering a clean disposable bailer into the well <br /> and collecting a representative sample The groundwater samples were slowly transferred to laboratory- <br /> cleaned sample containers,sealed with Teflon-lined caps,labeled with the sample number,sample time and <br /> date, and Immediately placed on ice in an Insulated container Each sample was logged onto a chain-of- <br /> custody record for delivery to Excelchem Environmental Labs located in Roseville, California Groundwater <br /> samples were analyzed for total petroleum hydrocarbons as gasoline (TPHg) and benzene, toluene, <br /> ethylbenzene, and xylenes(BTEX)using modified EPA Method 8018/8020,and for fuel oxygenates including <br /> methyl tertiary butyl ether (MTBE), di-isopropyl ether (DIPS), ethyl tertiary butyl ether (ETBE), tertiary amyl <br /> methyl ether(TAME), and tertiary butanol (TBA) using EPA Method 82606 <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 used to calculate a groundwater <br /> elevation for each well, and construct a groundwater elevation contour map(Figure 2) Using the groundwater <br /> elevation contour map, the local groundwater flow direction and hydraulic gradient were determined <br /> I Mme OdlLockeford\QMRs12001-20031Lockeford Q3-03 doc <br />
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