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ARCHIVED REPORTS XR0013014
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3500 - Local Oversight Program
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PR0544793
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ARCHIVED REPORTS XR0013014
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Last modified
11/19/2024 10:19:10 AM
Creation date
9/3/2019 1:22:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0013014
RECORD_ID
PR0544793
PE
3528
FACILITY_ID
FA0006237
FACILITY_NAME
HONEST AUTO SALE AND REPAIR
STREET_NUMBER
595
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23337004
CURRENT_STATUS
02
SITE_LOCATION
595 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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595 F. i 10'St., Tracy <br /> scavengers 1,2-DCA and EDB. "lhe testing was conducted using modified EFA Method TO-15 <br /> GUMS. Upon receipt of the vapor analysis data we prepared a summary table and evaluated the <br /> measurements with respect to general, conservative risk-based screening levels set forth by the <br /> SFBRWQCB (February 2005 ESLs, Table E-2), The primary comparison was with screening <br /> levels for residential exposure since that is the Site's predominant.land use, but commercial ESLs <br /> were also included. Finally, we prepared this written report documenting the work performe <br /> md, <br /> the findings gained and our conunents and recommendations, <br /> FINDINGS AND COMMEN'T'S <br /> Field Iogs of the five holes are presented in Appendix C. Physical property test results are <br /> summarized in Table I and presented in their entirety in Appendix D. The area of SV-1 closest <br /> to the former USTs has gravel baserock surfacing; the other explored areas amongst the trailer <br /> homes tend to be bare soil. Consistent with prior rounds of site exploration, the encountered <br /> native soils within the upper 5 feet penetrated for this work are silty clays with rap to 28% total of <br /> sand and gravel. The two grain size tests confirm field observations. Porosities, bulk densities, <br /> and total organic carbon (TOC) amounts were comparable to typical values for such soils. No <br /> ground water was encountered during boring advancement. The soil seemed primarily damp <br /> based on field impressions, with generally increasing moisture with depth. The two lab tests <br /> measured moisture contents of 15%and t 7%. <br /> No fuel odors were apparent in any of the augered holes or removed soils. '17he analytical soil <br /> vapor data are summarized in Table 2 and presented in their entirety in .Appendix E. Also <br /> included in Table 2 are the shallow soil gas screening levels for potential vapor intrusion <br /> concerns (ESLs for both residential and commercial) for the target constituents. ESLs for three <br /> of the oxygenates (EtBE, DIPS and TAME) have not been published, but none of these <br /> compounds were detected. The highest soil vapor concentrations were found at .Location SV-1 <br /> and SV-5, with SV-1 having slightly higher TPHg and SV-5 having slightly higher TEX. <br /> Toluene and xylenes were found in all vapor samples, but benzene was not detected in any. <br /> Concentrations of all constituents were at least an order of magnitude below the residential ESLs, <br /> and most measurements were several orders below those thresholds of concern. <br /> RECOMMENDATIONS <br /> Based on the outcome of the subject soil vapor assessment, which conservatively targeted the <br /> known areas of highest fuel residuals, it is apparent that site conditions do not present a vapor <br /> intrusion risk or hazard, even for residential land use. Accordingly, it is Wright's <br /> recommendation that EHD proceed with granting this case no.further action required (NFAR) <br /> status. <br /> LIMITATIONS <br /> This report and the associated work have been provided in accordance with the general principles <br /> and practices currently employed locally in the environmental consulting profession. This is in <br /> lieu of all warranties, express or implied. <br /> Wright Environmental Services Page 3 of 4 lune 4,2007 <br />
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