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2900 - Site Mitigation Program
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PR0506762
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Last modified
2/14/2020 5:48:06 AM
Creation date
2/13/2020 9:45:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0506762
PE
2953
FACILITY_ID
FA0007611
FACILITY_NAME
TRI STAR HOMES LOT 51
STREET_NUMBER
2019
STREET_NAME
LARA
STREET_TYPE
CT
City
TRACY
Zip
95376
APN
23823010
CURRENT_STATUS
02
SITE_LOCATION
2019 LARA CT
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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C% <br /> Subsurface Investigation and Page 5 <br /> Remedial Excavation of Hydrocarbon-affected Soil <br /> Proposed Cintra Park Phase H Development, Tract 2705, Tracy, California <br /> August 8, 1997 1 CTE Job No. 20-0445 <br /> `. 790,000 and 1,200,000 gg/kg. Lead concentrations of 10 and 14 mg/kg were also detected. <br /> Copies of the official laboratory reports, Quality Assurance/Quality Control Reports, Chain-of- <br /> Custody Records and analytical methods are included in Appendix C. <br /> 3.r- <br /> 2 Site Asscssinent gnd Remedial Excavation Activities. <br /> 1 ' A work plan dated June 17, 1997 for site assessment and remedial excavation activities was submitted <br /> to the San Joaquin County, Public Health Services, Environmental Health Division(PHS/EHD)for <br /> approval. Included within this work plan was a site safety plan for the proposed work. Work plan <br /> approval was received and the work occurred on July 15 and 16, 1997. We observed the excavation <br /> r. and removal of greater than 800 cubic yards of hydrocarbon-and non-hydrocarbon-affected soil from <br /> the area of the former UST cavities. Excavations, to a maximum depth of approximately 11 fbg, <br /> were performed using typical heavy-duty construction equipment. Figure 3 shows the approximate <br /> t- <br /> _u horizontal extent of the excavations. <br /> 3.3 Stratigraphy <br /> Stratigraphy observed during these activities was similar to that encountered during the previous <br /> ,k onsite geotechnical investigation. However, a thin layer(to a maximum thickness of approximately <br /> 2 feet) of fills and/or disturbed soils were encountered overlying the Quaternary Alluvial deposits. <br /> Additionally, an approximately three foot thick blanket of coarse, rounded gravel was found to be <br /> FAPROJECCS120-04451ENRP02.WPD <br /> �t <br /> J <br />
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