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ARCHIVED REPORTS_XR0003895
Environmental Health - Public
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EHD Program Facility Records by Street Name
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NOWELL
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26500
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3500 - Local Oversight Program
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PR0545613
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ARCHIVED REPORTS_XR0003895
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Last modified
4/27/2020 3:45:30 PM
Creation date
4/27/2020 3:38:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003895
RECORD_ID
PR0545613
PE
3528
FACILITY_ID
FA0005466
FACILITY_NAME
LOPEZ, PAM
STREET_NUMBER
26500
STREET_NAME
NOWELL
STREET_TYPE
RD
City
THORNTON
Zip
95686
CURRENT_STATUS
02
SITE_LOCATION
26500 NOWELL RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Preservation of Soil Samples <br /> After field screening, the sample sleeve ends were sealed with <br /> aluminum foil and further protected with plastic caps. The samples <br /> were labeled with ID#, location, depth, date, time, sampler' s <br /> initials, and analyses to be performed; then placed in an ice chest <br /> at 4 degrees C and delivered with accompanying chain of custody <br /> documentation to a California State certified analytical <br /> laboratory. <br /> Selection and Certified Laboratory Analyses of Soil Samples <br /> A determination, of which soil samples from each soil boring were <br /> to be selected for certified laboratory analysis, was made based on <br /> the results of field screening. A minimum of one sample, per <br /> borehole from 15 feet below surface was analyzed. The selected <br /> soil samples were analyzed by a certified laboratory for <br /> concentrations of Total Petroleum Hydrocarbons as Gasoline (TPHg) <br /> using EPA method 8015 modified, 5030 extraction, and Benzene, <br /> Toluene, Ethylbenzene, and Xylenes (BTEX) using EPA method 8020. <br /> Select samples were also analyzed for TPH diesel (TPHd) using EPA <br /> method 8015 modified, 3510 extraction. <br /> Destruction of Confirmation Soil Borings. <br />. The soil borings were destroyed by the drilling contractor on the <br /> same day they were drilled. The borings were backfilled from total <br /> depth to within two feet of the surface with neat cement with <5% <br /> bentonite. The surface portion of the hole was either plugged with <br /> quick setting concrete or clean soil dependent on surface cover, <br /> then leveled to grade. <br /> I <br /> RESULTS <br /> During drilling, elevated PID readings were detected in soil boring <br /> SBA (see table 1) with the highest level being in SBA at 15 feet <br /> below surface. <br /> During drilling, the following general soil profile was <br /> encountered: <br /> 1. Silty sand from 1 to 5 feet below the surface. This <br /> sand is discontinuous and not found over the entire site. <br /> 2 . Dark brown silty clay, from the base of the silty sand <br /> to approximately 14 feet below the surface. <br /> 3 <br />
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