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ARCHIVED REPORTS_XR0002443
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545197
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ARCHIVED REPORTS_XR0002443
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Entry Properties
Last modified
1/24/2020 10:58:01 AM
Creation date
1/24/2020 10:51:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002443
RECORD_ID
PR0545197
PE
3528
FACILITY_ID
FA0020769
FACILITY_NAME
HAPPY CARS AUTO CARE
STREET_NUMBER
298
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
23321019
CURRENT_STATUS
02
SITE_LOCATION
298 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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1 J I <br /> 02 June 1997 <br /> AGE-NC Project No 95-0105 <br /> ' Page 3 of 11 <br /> r <br /> water was encountered in the excavation at a depth of approximately 8 feet below surface grade(bsg) <br /> ' but eventually stabilized at 6 5 feet bsg Samples were not collected from the excavation in April <br /> 1995 The excavation limits are depicted on Figure 3 - Excavation And Trenching Plan <br /> ' On 25 May 1995,trenching was performed to determine the extent of impacted soil Trench T 1 was <br /> installed next to Parker Avenue west of the building, trench 72 was installed at the northwest corner <br /> ' of the site, trench T3 was installed near Grant Line Road at the northeast corner of the former tank <br /> excavation B, trench T4 was installed at the northwest comer of the building One soil sample was <br /> collected from each of trenches Tl,T2 and T4 Two samples were collected from trench T3 Three <br /> ' samples were also collected from the April 1995 soil stockpile Trenching and sampling locations <br /> are shown on Figure 3 <br /> ' Excavation was resumed on 26 June 1995 The April 1995 excavation was extended northward <br /> toward Grant Line Road, westward toward Parker Avenue and southward along Parker Avenue <br /> Approximately 125 cubic yards of soil were removed during the June 1995 excavation Seven soil <br /> ' samples were collected from the side walls of the excavation at depths between 5 5 to b feet <br /> Excavated soil, including soil excavated in-April 1995, was transported and disposed at Forward <br /> Landfill in Manteca, California The limits of the excavation and sample locations are shown on <br /> Figure 4 -Final Excavation Plan <br /> 2 6 ANALYTICAL RESULTS OF TRENCHING, EXCAVATION AND' STOCK PILE <br /> SAMPLES <br /> TPH-g was detected in trenching samples T1-1, T2-1, T3-2 and T4-1 at concentrations of 150 ppm, <br /> 780 ppm,2 7 ppm and 2,700 ppm, respectively Sample T2-1 was found to contain benzene at 1 1 <br /> ' ppm, while benzene was not detected in samples T1-1 or T4-1 Other BTE&X compounds were <br /> detected at low concentrations in samples T1-1, T2-1 and T4-1 BTE&X compounds were not <br /> detected in sample T3-2 <br /> The highest concentration of TPH-g in an excavation sample was detected in excavation sample <br /> NW-2, at 1,600 ppm Benzene was also detected at 1 2 ppm Excavation samples NW-3, WW-1, <br /> ' WW-2 and SW-2 were found to contain TPH-g at concentrations of 14 ppm, 53 ppm, 330 ppm and , <br /> 23 ppm, respectively Petroleum hydrocarbons were not detected in samples NW-I or SW-I The <br /> ' remaining excavation samples contain low to moderate concentrations of various aromatic <br /> hydrocarbons The analytical results of soil samples are summarized in Table 1 <br />
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