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COMPLIANCE INFO
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0506639
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Last modified
2/19/2020 11:49:15 AM
Creation date
2/19/2020 9:59:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0506639
PE
2950
FACILITY_ID
FA0007561
FACILITY_NAME
ARCO AM/PM
STREET_NUMBER
2295
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
2295 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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pending delivery (under Chain-of-Custody) to a laboratory for chemical testing. The Chain-of- <br /> Custody Records for the investigation are attached as Appendix G <br /> After the representative sample was packaged, a photoionization detector (PID) was used to <br /> monitor the samples remaining in the sampler for volatile organic compound (VOC) vapors. The <br /> soil was then classified in accordance with the unified soil classification system (USCS) by visual <br /> methods. A summary of VOC readings and USCS classifications is presented in the boring logs <br /> attached as Appendix A. <br /> 6.3 GROUNDWATER SAMPLING PROCEDURES <br /> Groundwater sampling of monitoring wells MW-1 through MW-4 was performed by SECOR <br /> personnel on May 15, 1997. Prior to sampling, the wells were purged by hand using a 1.5 inch <br /> diameter by 3-foot long stainless steel bailer until approximately 10 to 15 gallons of water had <br /> been removed from each of the wells. For quality control purposes, the stainless steel bailer was <br /> decontaminated between each well purged using an Alconox detergent solution, followed by double <br /> rinsing using distilled water. Groundwater extracted from the wells was stored in labeled 55-gallon <br /> drums on the property pending receipt of analytical results and awaiting appropriate disposal and <br /> manifesting. <br /> After purging, groundwater was sampled from within each of the wells, at the air-water interface, <br /> utilizing single-sample polypropylene disposable bailers. Groundwater was transferred directly <br /> from the base of the bailers utilizing a bottom emptying device to minimize volatilization. <br /> Collected water samples were placed directly into 40-milliliter (ml) glass vials and 1-liter glass <br /> bottles provided by the laboratory and sealed with Teflon-lined septum, screw-on lids after <br /> expelling any trapped air. Labels containing sample number, well identification, date and time <br /> collected,type of sample and type of preservative were then affixed to each sample container. The <br /> sample containers were then packed in ice and placed into a cooler for delivery under Chain-of- <br /> Custody for chemical testing. The Chain-of-Custody Records for the investigation are attached as <br /> Appendix C. <br /> 6.4 GROUNDWATER SURVEY <br /> In order to establish groundwater elevations in the monitoring wells installed during this <br /> investigation, a survey was performed by SECOR personnel on May 22, 1997. Vertical elevations <br /> of the well locations were determined from a temporary bench mark, assigned at the top of casing <br /> elevation for monitoring well MW-2. The elevation used for the top of casing for MW-2 (23.00 <br /> feet)was interpolated from a U.S. Geological Survey topographic map for the area. <br /> JN 40007-08MI <br /> IhgVmw\97-06 wiWcouac.doc <br /> 6-2 <br />
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