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ARCHIVED REPORTS XR0012749
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0522479
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ARCHIVED REPORTS XR0012749
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Last modified
5/17/2019 3:28:57 PM
Creation date
5/17/2019 2:06:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012749
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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J. H. KLEINFELDER&ASSOCIATES <br /> cx <br /> i File No. W-2905-1 <br /> November 14, 1985 <br /> Page S <br /> a_a <br /> sample bottle was immediately sealed and placed in a refrigerated container. The <br /> water sample was delivered to Canonise Engineers along with a.chain-of-custcdy form, a <br /> copy of which is included in Appendix A of this report. <br /> E. Analytical Results <br /> 3 <br /> Two soil samples collected from the boring and one water sample were analyzed <br /> F by Canonie Engineers fcr benzene, toluene, xylene, and .for total extractable <br /> hydrocarbons. The results of the ch?mical analysis of the soil and;water''<amples are <br /> { <br /> presented in Appendix A and summarized on Table 1. <br /> ? Gasoline and related r:o.nstituencs were below detectable limits in soil samples. <br /> Concentrations of benzene and toluene were detected in the water sample in the range <br /> of 10 to 20 ppb. hydrocarbons as total extractable hydrocarbons was also detected in <br /> the Ovate: sample at 760 ppb, <br /> VII. LIMITATIONS <br /> f This report was prepared in general accordance with the accepted standard of <br /> practice which exists in Northern California at the time the investigation was <br /> performed. It should be recognized that definition and evaluation of geologic <br /> conditions is a difficult �V inexact art. Judgements leading tck conclusions rid <br /> recommendations are generally made with an incomplete knawledge .of the subs:irface <br /> conditions present. More extensive studies, including additional subsurface <br /> investigations can tend to reduce the inherent uncertainties associated with subsurface <br /> modeling. If the client wishes to reduce the uncertainty beyond the level associated y}l <br /> with this study, Nleinfeldel- do Associates should be notified fer additional consultation. <br />
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