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ARCHIVED REPORTS XR0008945
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0503634
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ARCHIVED REPORTS XR0008945
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Last modified
5/7/2019 4:56:18 PM
Creation date
5/7/2019 4:28:51 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008945
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Plan view reaps for each of these three sites are included in Appendix 1 These maps <br /> show relevant site features and a set of time-series plots of historical groundwater <br /> concentration data for each monitor well <br /> At each of the three sites, soil cores were collected below the water table at three <br /> locations, nominally two within the plume and one background sample Soil sampling <br /> locations are indicated on the individual site maps included in Appendix 1 The soil <br /> samples were subjected to laboratory microcosm analysis under a variety of <br /> - environmental conditions These tests were intended to help confirm the presence and <br /> activity of microbes capable of degrading MTBE and TBA, as well as to provide an <br /> indication of a possible pathway of TBA formation from MtBE Additional discussion of <br /> these tests and test results are included in Section 5 of this report <br /> 3.1. Statistical analysis of groundwater monitoring data <br /> Statistical analysis of the time-dependent groundwater TBA and MTBE concentration <br /> data has been completed This analysis provides interpretation of increasing, steady, or <br /> decreasing trends in concentration, as well as confidence intervals of the trend A <br /> summary of the statistical tests used in the data evaluation follows Time (t) versus <br /> concentration (c) data for a single chemical (either TBA or MTBE) and single well, is <br /> examined in each analysis <br /> • Only detected data, and data without qualified data codes are included in the trend <br /> evaluation Non-detected data and data with qualified data codes are neglected in that <br /> they have higher levels of associated error than the detected, unqualified data <br /> • Simple substitution was not used (that is substituting a non-detect level or a fraction <br /> of non-detect level, as commonly done in risk assessment analysis) as the detection <br /> levels in this data set are generally variable and can be higher than other detected data <br /> in the same data set This approach for non-detects is reasonable for a trend analysis <br /> • A minimum of four detected data samples per well per chemical has been set as a <br /> criterion before inferring trends based on the statistical calculations More samples <br /> will yield narrower confidence limits <br /> The analysis is confined to a set of non-parametric statistical tests As a general point, <br /> non-parametric tests can be more indicative of a central tendency in the data, regression <br /> tests (which we have not applied) can be more significantly influenced by infrequent <br /> extreme values In analysis for each well <br /> • The data is transformed as x = t, y =1n(c) Non-parametric tests do not depend on the <br /> data distribution (by definition) This transformation yields a first-order estimate (in <br /> concentration) of a rate parameter <br /> • A Mann-Kendall statistic, S (Kendall, 1970, Gfbbons and Coleman, 2001), is <br /> calculated, and an associated probability is estimated <br /> • The Mann-Kendall statistic as applied to trend, evaluates a total count in change <br /> of concentration (increasing, +1, equal, 0, decreasing, -1) between all sequential <br /> permutations of data pairs (yi - y,)with xj >x, , in the N data points (x, y) <br /> 3 <br />
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