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2900 - Site Mitigation Program
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PR0539852
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Entry Properties
Last modified
11/19/2024 10:20:02 AM
Creation date
4/21/2021 10:34:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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EHD - Public
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Soil Assessment Report <br /> 324 East 11th Street <br /> Tracy, California <br /> October 12,2017 <br /> To define the lateral and vertical extent of contamination identified in the Phase II Environmental <br /> Assessment Report dated July 23,2013, Pangea coordinated additional site assessment in accordance with <br /> the Workplan for Additional Assessment and Subslab Gas Sampling(workplan) dated November 22,2013 <br /> and approved in a letter from SJCEHD dated February 13, 2014. On July 10, 2014, Pangea coordinated <br /> the drilling of four soil borings (B-7S, B-71), B-8 and B-9) onsite and one soil boring (B-10) offsite at <br /> Tracy High School (Figure 1). Soil borings B-7S, B-71) and B-8 were advanced near the potential former <br /> piping location, while B-9 was installed northwest (downgradient) of former boring B-1, within the <br /> planter along E 11th Street. Boring B-10 was installed within the planter on the north side of E. 11th <br /> Street, adjacent to the Tracy High School parking lot. The investigation results were reported in Pangea's <br /> Additional Site Assessment Report dated October 8,2014. <br /> Site Geology & Hydrogeology <br /> Soil from site borings consisted primarily of silty clay to a depth of approximately 17 ft bgs, underlain by <br /> more permeable sandy clays or clayey sands observed to a depth of approximately 25 ft bgs. Wet soil <br /> (possible groundwater) was encountered in the more permeable sandy clay or clayey sand layers at <br /> approximately 17 ft bgs. Soil contamination is primarily located between 1 and 10 ft bgs based on field <br /> observations and analytical results. <br /> SITE ASSESSMENT PROCEDURES <br /> To identify the appropriate next steps at the site, Pangea discussed site conditions with the SJCEHD. <br /> SJCEHD geologist Nuel Henderson requested additional source area assessment near boring B-1 and the <br /> apparent subsurface piping from the former service station operations. Mr. Henderson also requested <br /> assessment for a possible second source area on the east side of the building. The additional site <br /> assessment work scope to address SJCEHD concerns was described in the Workplan for Additional <br /> Assessment and Sensitive Receptor Survey (workplan) dated January 27, 2017, which SJCEHD approved <br /> in its February 13,2017 letter. <br /> Pre-Drilling Activities <br /> A comprehensive site safety plan was prepared to protect site workers and the plan was kept onsite during <br /> all field activities. A drilling permit was obtained from the SJCEHD. A copy of the permit is presented in <br /> Appendix A. The proposed drilling locations were marked and Underground Service Alert was notified at <br /> least 48 hours before the proposed field activities. <br /> Drilling Procedures <br /> On February 16, 2017, Pangea coordinated the drilling of three soil borings (B-11 through B-13) onsite <br /> (Figure 1). To evaluate potential waste oil tank impact,Pangea advanced soil boring B-11 near soil boring <br /> B-1, as shown on Figure 1. To evaluate for a potential second source area, Pangea drilled boring B-12 in <br /> 2 <br />
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