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WORK PLANS_PRE 2019
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PR0539852
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WORK PLANS_PRE 2019
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Last modified
11/19/2024 10:20:02 AM
Creation date
4/21/2021 11:39:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
PRE 2019
RECORD_ID
PR0539852
PE
2953
FACILITY_ID
FA0022798
FACILITY_NAME
TRACY OFFICE PLAZA
STREET_NUMBER
324
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23518005
CURRENT_STATUS
02
SITE_LOCATION
324 E ELEVENTH ST
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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Phase II Environmental Site Assessment Report <br /> 324 East 11 th Street <br /> Tracy, CA <br /> July 23,2013 <br /> SITE ASSESSMENT RESULTS <br /> Field Observations <br /> As described above, geophysical surveying identified a 20-ft long piping anomaly but did not suggest the <br /> presence of USTs. During installation of boring B-1,no USTs were encountered. <br /> During field screening of soil and groundwater samples,soil staining and organic vapors were observed in soil <br /> and/or groundwater from borings B-1, B4 and B-6. The field observations suggest that petroleum <br /> hydrocarbon impact is present in shallow and deeper soil(from l ft to 15 ft depth)in boring B-1. For borings <br /> B-4 and B-6, petroleum hydrocarbon impact was encountered only near the soil/groundwater interface at <br /> approximately 8 to 11 ft bgs. PID readings and observations are included on the boring logs in Appendix C. <br /> Based on soil logging during hand augering and drilling,soil from site borings consisted primarily of silty clay <br /> to a depth of approximately 5 to 9 ft bgs,underlain by more permeable sandy clays or clayey sands observed to <br /> a depth of approximately 25 ft bgs. Wet soil(possible groundwater)was encountered in the more permeable <br /> sandy clay or clayey sand layers encountered at approximately 8 to 1 I ft bgs. <br /> Soil Analytical Results <br /> Soil analytical results are summarized on Tables 1 and Figure 2.The laboratory analytical reports are included <br /> in Appendix D. The maximum TPHg concentration detected during this investigation was 2,400 milligrams <br /> per kilograms (mg/Kg) in boring B-1 at a depth of approximately 1 ft. TPHg was also detected at a# <br /> concentration of 130 mg/Kg in boring B-1 from 5 ft depth. The only benzene concentration detected in soil <br /> was 2.3 mg/kg in boring B-1 at an approximate depth of 10 ft. As shown on Table 1,these TPHg and benzene <br /> concentrations in soil exceed Environmental Screening Levels(ESLs)established by the San Francisco Bay- <br /> Regional Water Quality Control Board's (RWQCB). Toluene (32 mg/kg), ethylbenzene(9.7 mg/kg), and <br /> xylenes(36 mg/kg)concentrations detected in boring B-1 at approximately 1 ft depth also exceeded ESLs.All <br /> other detected hydrocarbon concentrations in soil were below applicable ESLs. <br /> Grab Groundwater Analytical Results <br /> Groundwater analytical results are summarized on Table 2. Key hydrocarbon results for this investigation are <br /> summarized on Figures 3 through 5. The laboratory analytical reports are included in Appendix D. The <br /> maximum hydrocarbon concentrations in groundwater were detected in onsite boring B-1 in excess of ESLs as <br /> follows:6,200 micrograms per liter(µg/L)TPHg,72,000 TPHd pg/L,and 33,000 pg/L TPHmo. TPHg was <br /> also detected in concentrations exceeding ESLs in borings B-4(200 pg/L)and B-6(7,300 pg/L).TPHd was <br /> 4 <br />
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