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ARCHIVED REPORTS_XR0013078
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ARCHIVED REPORTS_XR0013078
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Last modified
1/29/2020 5:29:56 PM
Creation date
1/29/2020 3:44:32 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0013078
RECORD_ID
PR0508461
PE
2950
FACILITY_ID
FA0008092
FACILITY_NAME
CONTINENTAL GRAIN CO
STREET_NUMBER
1805
STREET_NAME
HARBOR
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14502005
CURRENT_STATUS
01
SITE_LOCATION
1805 HARBOR ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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a. <br /> - 15 June 2009 <br /> AGE-NC ProjectNo.05-1306 <br /> Page 15 of 33 <br /> water table. Mass and volume calculations are presented in Appendix G. <br /> 5.4.2. Mass of Petroleum Hydrocarbons Remaining <br /> Based on the estimated lateral and vertical extent of adsorbed TPH-d,which currently impacts soil <br /> and a review of soil analysis results (Figures 6 through 8, Table 1), an updated mass of TPH-d was <br /> prepared.Based on soil sample analysis performed prior to(excluding samples collected from within <br /> the excavation area)and following site remediation,AGE estimates approximately 2,725 pounds of <br /> �. TPH-d remain present in soil on the site.Mass and volume calculations are presented in Appendix G. <br /> As discussed in Section 3.0,prior to remediation is was estimated that approximately 75 percent of <br /> the mass was located in the proposed excavation area. Updated calculations post-remediation <br /> �• indicate that approximately 78 percent to 84 percent of the mass of TPH-d has been removed from <br /> the site.This re-calculated estimate is consistent with expectations and results of the excavation and <br /> subsequent statistical analysis of ground water trends indicating a stable and/or decreasing plume <br /> Lo as presented in Section 6.0. Additional evidence supporting these calculations is included in the <br /> estimated time to compliance trend discussion presented in Section 9.0. <br /> The preliminary mass and volume calculations presented in the CAP-A,which were higher did not <br /> account for the plume shape and extrapolated areas that provided a conservative estimate;based on <br /> the reduced concentrations detected during the excavation sampling(presuming natural attenuation <br /> over the soil sampling-monitoring events);thus less contamination may be residual in the deep soil <br /> on the site. <br /> 1.. <br /> G.O. STATISTICAL ANALYSIS OF RESIDUAL TPH-GID IN GROUND WATER <br /> The Mann-Kendall and Mann-Whitney statistical tests were performed to evaluate the trend of <br /> residual TPH-d and TPH-g concentrations at various monitoring wells. These tests can be used to <br /> show whether ground water contaminant concentrations in a monitoring well are increasing,stable, <br /> or decreasing. However, neither test is able to determine the rate at which the concentrations are <br /> changing over time.The statistical test results can be used to demonstrate whether natural attenuation <br /> .- is effective by showing decreasing contaminant concentrations at an appropriate confidence level. <br /> Both tests were selected for inclusion in this discussion because each test has limitations. <br /> Specifically,the Mann-Kendall test is not appropriate for data sets showing seasonal influences,but <br /> �. can be used with as little as four consecutive rounds of sampling. Overall the results from this site <br /> indicate some seasonal trends on certain wells over certain periods of time,but it does not seem to <br /> be a consistent seasonal trend or influence.The Mann-Whitney test allows for evaluation of seasonal <br /> influences but requires a minimum of 8 consecutive sampling rounds.Therefore,since both tests are <br /> generally acceptable for use with the data sets, both analyses are provided to support the <br /> Advanced GeoEnvironmental,Inc. <br />
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