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ARCHIVED REPORTS_XR0010815
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0545730
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ARCHIVED REPORTS_XR0010815
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Last modified
6/12/2020 12:21:28 PM
Creation date
6/12/2020 11:58:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010815
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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1 <br /> 4.0 SUBSURFACE CONDITIONS <br /> Soils encountered beneath the project site consist primarily of silt (ML) to approximately 8 to <br /> 11 feet below grade, and poorly graded sand with silt (SP-SM) to well graded sand (SW) from <br /> approximately 8-31 feet below grade, the maximum depth explored. Stratigraphic cross-section <br /> orientations are shown on Figure 4 Site stratigraphy is shown on Figures 5 and 6 <br /> Slight to moderate product odors were noted in Soil Borings MW3 and MW4 Relatively high <br /> concentrations of hydrocarbons were detected in these borings. Slight product odors were noted <br /> in MWS. No product odors were noted in Borings MW1, MW2, or MW6 <br /> Groundwater was encountered at approximately 11 to 16 feet below grade Groundwater flows <br /> ' generally west/southwest under a gradient of approximately 0 0017 or 9 ft/mile, as depicted on <br /> Figure 7. <br /> 5.0 CONCLUSIONS <br /> 5.1 Soil Contamination <br /> Field PID readings and laboratory results of soil samples collected from Bonngs MW3 and <br /> ' MW4 indicate moderate to high levels of hydrocarbon constituents exist in the soil in the vicinity <br /> of these wells. Field PID measurements and laboratory results of soil samples collected from <br /> Borings MW1, MW2, MWS, and MW6 detected none to low levels of hydrocarbons in the soil <br /> suggesting soil contamination is limited to a small area in the immediate vicinity of the former <br /> tanks, and near the municipal well enclosure It is unclear if the soil contamination at MW3 <br /> (near the former tanks) and MW4 were derived from the same source <br /> 5.2 Groundwater Contamination <br /> Analytical results of groundwater samples collected from MW3 and MW4 indicate that <br /> groundwater has been impacted beneath the site The lateral extent of the dissolved hydrocarbon <br /> ' plume associated with the former fuel storage tanks has been identified to the west <br /> (downgradient), south, and east The northern extent of the plume has not yet been defined <br /> Although laboratory results indicate that MW4 (north of the former tanks) contains dissolved <br /> hydrocarbon constituents, the configuration of the groundwater flow beneath the site suggests <br /> GPR1227 7PL 6 <br />
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