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ARCHIVED REPORTS_XR0002669
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PR0545259
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ARCHIVED REPORTS_XR0002669
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Last modified
1/31/2020 5:11:03 PM
Creation date
1/31/2020 3:30:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002669
RECORD_ID
PR0545259
PE
3528
FACILITY_ID
FA0004966
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
45
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12707037
CURRENT_STATUS
02
SITE_LOCATION
45 E HARDING WAY
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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• The statistical method proposed to document and quantify the asymptotic condition is <br /> published in an American Petroleum Institute (API) publication entitled Technological Limits <br /> of Groundwater Remediation A Statistical Evaluation Method(Publication No 4510, 1991) <br /> Generally, the API method dc5nes an asymptotic condition as one in which some concluding <br /> time period in a time series data set exhibits a negligible trend or slope that is not statistically <br /> different than zero Additionally, both the upper and lower bounds on the slope (at the <br /> 95 percent confidence interval) should be small Sequential regression is used to identify data <br /> subsets which are asymptotic The data subset (concluding time period) which has a regres- <br /> sion slope not different from zero (upper and lower bounds straddle zero) and for which the <br /> absolute value for the lower or upper bound slopes (the largest of the two) is smallest for all <br /> subsets analyzed, is defined as the most trendless data subset It is proposed that SVE is <br /> terminated when a trendless data subset is identified for a time period of 3 months Again, it <br /> should be remembered that termination of SVE does not mean termination of remedial action <br /> Groundwater monitoring and WQLZ maintenance will continue, and intrinsic remediation <br /> mechanisms (i e, biodegradation) will be relied upon to continue the restoration process and <br /> maintain plume stability <br /> 5.4 Alternative Evaluation <br /> Technical, institutional, environmental safety, and economic criteria were used to evaluate the <br /> . alternatives Because some remedial alternative elements were common to both alternatives, <br /> only the characteristic elements (described above) were considered during the evaluation <br /> process It was determined that Alternative 2 was the most feasible for long-term application <br /> Alternative 2 was chosen on the following basis <br /> • Technical. Technical criteria considered included short- and long-term <br /> effectiveness, reduction in the toxicity, mobility, and volume of affected <br /> media, and implementability With regard to implementability, Alternative 2 <br /> is favored because implementation is not expected to significantly disrupt <br /> the site, or the community In terms of effectiveness, Alternative 1 is <br /> anticipated to be more effective in the short-term This is because affected <br /> soil would be immediately removed and hydrocarbon mass removal would <br /> be more extensive than would be using Alternative 2 It should be noted the <br /> EPA suggests that the volume of soil considered by this plan is greater than <br /> the volume limit considered technically feasible to handle using excavation <br /> Between Alternatives 1 and 2, long-term effectiveness is expected to be <br /> essentially the same because capillary fringe and groundwater impact would <br /> be reduced by intrinsic mechanisms For example, the conditions that limit <br /> the biodegradation rate ( i e , compound availability for biodegradation, <br /> compound solubility, molecule branching, and molecular weight) would be <br /> 3201337B/1918REV 24 August 31, 1995 <br />
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