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ARCHIVED REPORTS_XR0010831
Environmental Health - Public
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THORNTON
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2900 - Site Mitigation Program
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PR0545730
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ARCHIVED REPORTS_XR0010831
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Last modified
6/12/2020 1:10:21 PM
Creation date
6/12/2020 12:01:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010831
RECORD_ID
PR0545730
PE
2957
FACILITY_ID
FA0005194
FACILITY_NAME
DONNA GARDNER
STREET_NUMBER
26056
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115046
CURRENT_STATUS
02
SITE_LOCATION
26056 THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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as <br /> TC <br /> A S S O C I A T E S I N C <br /> The site's station building and garage were demolished in December 1994 to facilitate corrective <br /> action activities including the removal of hydrocarbon contaminated soil which was present <br /> beneath the station building The demolition of the station building was requested in PHS/EHD <br /> correspondence dated July 7, 1994 A required demolition asbestos survey conducted previously <br /> on the station building, determined the presence of asbestos containing materials E T <br /> Abatement, of Modesto, California, properly removed and disposed of the site's suspected <br /> asbestos containing materials on November 11, 1994 <br /> In February 1995, Smith Technology personnel supervised the excavation of approximately 1,400 <br /> cubic yards of soil from the vicinity of the former underground storage tanks Approximately <br /> 10,000 gallons of groundwater was pumped from the open excavation into an on-site Baker Tank <br /> The excavation pit was subsequently backfilled with imported self compacting material <br /> Excavation activities are discussed in detail in Smith Technology's Excavation Summary Report, <br /> dated October 24, 1995 <br /> On November 26 and 27, 1996, a total of eight soil borings (SBI through SB8) were advanced to <br /> depths ranging from approximately 20 5 to 45 5 feet bgs under the supervision of Smith <br /> Technology The distribution of residual TPHg and benzene in soil beneath the site is generally <br /> between 11 and 30 feet bgs and extends approximately 70 feet from north of the former UST <br /> excavation near the Thornton Municipal Supply Well No 2 (the Supply Well) compound and <br /> associated underground water lines The results of the November 1996 investigation is <br /> summarized in Smith Technology's aforementioned Problem Assessment Report - Interim <br /> Remedial Plan dated September 4, 1997 <br /> On December 2, 1996, Smith Technology personnel began the construction of a soil aeration cell <br /> in accordance with a letter workplan submitted to PHS/EHD and an authority to construct issued <br /> by the San Joaquin Valley Unified Air Pollution Control District Approximately 1,200 cubic <br /> yards of stockpiled soil was placed on visquene plastic, with a maximum soil height of three feet, <br /> to promote aeration of the hydrocarbon impacted soil <br /> On March 24, 1997, soil samples were collected from the on-site soil aeration cell to monitor the <br /> progress of soil remediation Four soil samples were collected for every 100 cubic yards of soil <br /> and were composited in the laboratory at a 4 1 ratio Soil samples were placed on ice and <br /> transported under chain-of-custody to Argon Laboratories, in Ceres, California Samples were <br /> analyzed for TPHg and BTEX No soil samples contained TPHg or BTEX at concentrations <br /> above laboratory detection limits <br /> ATC Associates is currently in the process of implementing a feasibility study to complete the <br /> site's groundwater investigation This work is being done in accordance with ATC's Workplan to <br /> Implement a Feasibility Study and to Complete the Groundwater Investigation (Workplan) dated <br /> October 30, 1997 and subsequent workplan addendum dated December 15, 1998 In part, the <br /> workplan proposed to advance a total of six soil borings and complete the borings as three vapor <br /> w 1943261quadlyl4gr-1997 doc 2 <br />
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