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ARCHIVED REPORTS XR0001885
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3500 - Local Oversight Program
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PR0544482
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ARCHIVED REPORTS XR0001885
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Last modified
5/21/2019 5:04:58 PM
Creation date
5/21/2019 4:47:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001885
RECORD_ID
PR0544482
PE
3528
FACILITY_ID
FA0000556
FACILITY_NAME
CHEROKEE LANE SERVICE STATION*
STREET_NUMBER
900
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04742007
CURRENT_STATUS
02
SITE_LOCATION
900 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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APPENDIX BMISK BASED CORRECTIVE ACTION TIER 1 AND TIER 2 ANALYSIS <br /> SITE CLOSURE EVALUATION REPORT <br /> Former Beacon Station No 695 <br /> 900 South Cherokee Lane <br /> Lodi, California <br /> Delta Project No D093-915 <br /> Page 15 <br /> 8.3 Exp2sure to Imnacted Ground Nater <br /> S 3 1 Vapors to Ambient Air <br /> Ground water at the site is present at approximately 65 feet bsg, thus emissions from ground water are <br /> expected to be minimal In addition, since soil is impacted and contains more mass, any emissions will <br /> likely result from unpacted soil where vapor partitioning processes are relatively greater <br /> S 3 2 Va ars to Enclosed S aces <br /> Ground water at the site is present at approximately 65 feet bsg, thus vapors from ground water are <br /> expected to be minimal. In addition, since soil is impacted and contains more mass, any vapors will <br /> likely result from unpacted soil where vapor partitioning processes are relatively greater <br /> S 3 3 Ingestion <br /> Ground water has been impacted by petroleum hydrocarbons Although the plume is diminishing, no <br /> residential wells have been identified within 250 feet of the site, and the nearest known public well is <br /> 2,600 feet away, this exposure pathway was considered to ensure the integrity of the ground water <br /> The Tier 1 RBSL model from the Guidance Manual assumes that ground water is from the source area <br /> as a drinking water supply The model estimated a RBSL of 9 9 Ag/L which becomes 2 9 µg/L when <br /> the 0 29 California Correction Factor is applied The maximum benzene concentration during the last <br /> year at the site was detected at 73 µg/L in MW-8 on March 29, 1996. A Tier 2 analysis will be <br /> conducted for this exposure pathway with benzene as a COC The RBSL results for ground water are <br /> shown in Table 13, and as can be seen, toluene, ethylbenzene, and total xylenes all meet the respective <br /> RBSLs The modeling results are presented in Appendix M <br /> S 3 4 Discharee to Surface Water <br /> The ground water is present at approximately 65 feet bsg and the water elevations are approximately 13 <br /> feet below mean sea level For these reasons, discharge to surface water bodies was not considered <br /> RPT001 915 <br />
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