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ARCHIVED REPORTS_XR0012705
Environmental Health - Public
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EHD Program Facility Records by Street Name
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GRANT LINE
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2900 - Site Mitigation Program
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PR0503286
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ARCHIVED REPORTS_XR0012705
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Last modified
1/17/2020 1:38:54 PM
Creation date
1/17/2020 10:57:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012705
RECORD_ID
PR0503286
PE
2953
FACILITY_ID
FA0005766
FACILITY_NAME
MOBIL OIL BULK PLANT
STREET_NUMBER
500
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25027008
CURRENT_STATUS
01
SITE_LOCATION
500 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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F <br /> representative of the aquifer, <br /> ere <br /> then collected. The water samplesuwere nd acolleter ctedeinWclean <br /> containers and transported in an iced cooler to a <br /> state-certified laboratory for analyses following proper <br /> chain of custody procedures. Purge water was stored onsite <br /> in DOT-approved 55-gallon drums until properly disposed of <br /> offsite. <br /> :wa 3. 1.4 Well Surveying and Monitoring <br /> : s <br /> On October 22, 1990, Associated Professions, Inc. of <br /> Livermore, California surveyed the top of well casings to a <br /> local benchmark with an elevation of 31.50 feet above mean <br /> sea level (NGVD--1929) . The survey was performed in order <br /> to calculate the shallow ground water flow direction and <br /> hydraulic gradient at the site. <br /> On September 27, 1990, and October 1, 3990, prior to <br /> development, purging, and sampling of the wells, the depth <br /> to ground water was measured in each well from the top of <br /> casing to the nearest 0.01 foot using an electric sounder,. <br /> Ground water at the site had stabilized at elevations <br /> ranging from 21.20 to 21.79 feet above mean sea level <br /> (NGVD-1929) . The survey elevation data and water level <br /> measurements are presented in Table 3. <br /> 3.2 Analyt1Ca1 Procedi,rar and R g„ltc <br /> All soil and ground water analyses were performed using <br /> standard test methods of the U.S. Environmental Protection <br /> Agency (EPA) and the California Department of Health Services . <br /> (Cal-DHS) , as discussed below. <br /> 3.2-1 Analysis of Soil Samples <br /> A total of three soil samples were collected from the four <br /> soil borings at depths -ranging from .6 to 10 feet :below <br /> grade. Selected soil samples were analyzed for .TPH-D and <br /> TPH-G using EPA Methods 5030 and 8015; BTEX by EPA Methods <br /> 5030 and 8020; and organic lead (Pb) using the . <br /> California-DHS (LUFT) method. A summary of the results of <br /> the soil analyses is prese.nte.d..in-..Table. 4..---..Therofficial- <br /> aborator a orts and chain of custody records are <br /> 14 included in Appendix B. <br /> 3.2.2 Analysis of Ground Water Samples <br /> Groundwater samples: collected from the monitoring wells <br /> were analyzed for TPH-D and TPH-G with BTEX'.distinction by <br /> EPA Methods 5030, 8015, and 602; organic lead (Pb) . using <br /> the LUFT method. In accordance with the requirements of <br /> the San Joaquin County Ordinance Code, . Section 5-4105, <br /> ground water samples from Monitoring Wells 1jW-1 ,and AW-3 . <br /> r`! <br /> were also analyzed for fecal coliform. Fecal coliform <br /> 8 <br />
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