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ARCHIVED REPORTS_XR0002623
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545273
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ARCHIVED REPORTS_XR0002623
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Last modified
2/3/2020 7:01:16 PM
Creation date
2/3/2020 11:21:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002623
RECORD_ID
PR0545273
PE
3528
FACILITY_ID
FA0000174
FACILITY_NAME
JOES TRAVEL PLAZA
STREET_NUMBER
15600
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19620079
CURRENT_STATUS
02
SITE_LOCATION
15600 S HARLAN RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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• Ms Margaret Lagroio August 11,2004 <br /> Subsurface Assessment Report Project No 2033-15600-01 <br /> Joe's Truck Plaza, 15600 South Harlan Road,Lathrop,CA <br /> Page 10 <br /> immediate vicinity of, and downgradient from, the former USTs The vertical and lateral <br /> extent of soil impact appears to be adequately characterized, and additional evaluation of <br /> soil impact does not appear warranted Soil analytical data collected during this <br /> investigation do not alter the understanding of the lateral extent of soil impact developed <br /> in the SCM, and do not substantially alter the estimated mass of hydrocarbons remaining <br /> in the soil as presented in the SCM <br /> MTBE was reported in the grab groundwater sample collected from boring CPT-5 at 11 <br /> feet bgs It has been our experience that when wells are installed at locations where grab <br /> groundwater samples initially show low concentrations such as was reported in boring <br /> CPT-5, the wells usually report non-detect (ND) concentrations (below laboratory limits) <br /> Because we believe that a well installed in the vicinity of boring CPT-5 would return a <br /> ND result, we believe that boring CPT-5 adequately characterized the lateral extent of <br /> MTBE impact within Sand A to the northeast The vertical extent of impact appears to <br /> extend to approximately 40 feet bgs downgradient of the former USTs Low <br /> concentrations of dissolved MTBE were reported in grab groundwater samples collected <br /> within Sand B in boring CPT-8, but the lateral and vertical extent of this impact has been <br /> adequately characterized Dissolved MTBE was not reported in Sand C Analytical data <br /> from the grab groundwater samples collected during this investigation did not <br /> substantially alter our understanding of the lateral extent of dissolved MTBE impact in <br /> the first encountered groundwater In addition, these analytical data do not appear to <br /> substantially alter the estimate of dissolved mass remaining beneath the site Given that <br /> the lateral and vertical extent of dissolved MTBE impact appears to be adequately <br /> characterized, and there are no groundwater receptors within 2,000 feet of the site, <br /> additional characterization of dissolved MTBE does not appear warranted <br /> LIMITATIONS <br /> This report was prepared in general accordance with accepted standards of care that existed <br /> at the time this work was performed No other warranty, expressed or implied, is made <br /> Conclusions and recommendations are based on field observations and data obtained from <br /> this work and previous investigations It should be recognized that definition and <br /> evaluation of geologic conditions is a difficult and inexact art Judgments leading to <br /> conclusions and recommendations are generally made with an incomplete knowledge of the <br /> subsurface conditions present More extensive studies may be performed to reduce <br /> uncertainties This report is solely for the use and information of our client unless otherwise <br /> noted <br /> P Voe's Truck PlazalReportslCPT report 08-2004 doc <br />
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