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ARCHIVED REPORTS_XR0004897
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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MACARTHUR
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29099
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3500 - Local Oversight Program
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PR0545462
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ARCHIVED REPORTS_XR0004897
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Last modified
3/10/2020 9:06:20 AM
Creation date
3/10/2020 8:26:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004897
RECORD_ID
PR0545462
PE
3528
FACILITY_ID
FA0005525
FACILITY_NAME
TEICHERT - TRACY ROCK PLANT
STREET_NUMBER
29099
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95377
APN
25312012
CURRENT_STATUS
02
SITE_LOCATION
29099 S MACARTHUR DR
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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• <br /> MF�lru� <br /> Working to Restore Nature <br /> In November 1987, the tank cavity was over-excavated to 28 feet below grade in an effort <br /> to remove soil affected by hydrocarbons (LMBE, October 1, 1988) Analytical results of soil <br /> samples collected from the base of the excavation indicated that relatively low <br /> concentrations of gasoline hydrocarbons (0 20 ppm ethylbenzene, 0 020 ppm toluene, and <br /> 3.25 ppm total xylenes) were detected in only one sample, which was collected nearest to <br /> well BH-1/ MW-1 (Table 2) <br /> In July 1993, RESNA observed drilling of three soil borings and installation of three <br /> monitonng wells (MW-2 through MW-4) in the three borings (RESNA, September 15, <br /> 1993) Results of analyses of soil and water samples indicated that hydrocarbon <br /> lid concentrations were below laboratory detection limits Analytical results of soil and <br /> groundwater samples are presented in Table 2 and Table 3 <br /> SITE CONDITIONS <br /> 1� <br /> Site Geology and Hydrogeology <br /> Sediments encountered beneath the site consist of interbedded silt and gravelly sand We <br /> constructed a geologic cross section A-A'(Plate 3) to show our interpretation of the <br /> stratigraphy beneath the site, the cross section shows the geology beneath the site in the <br /> west-east direction During drilling, our geologist collected soil samples at approximately <br /> 5-foot intervals Samples were identified using visual and manual methods and classified <br /> using the Unified Soil Classification System (Appendix A), descriptions of the materials <br /> encountered are presented in the Logs of Boring (Appendix A) Details on the construction <br /> of the wells are shown on the Logs of Borings (Appendix A) <br /> Groundwater was encountered at approximately 87 feet bsg The depth to water has varied <br /> from approximately 86 to 88 feet bsg The direction of groundwater flow has been <br /> consistently to the southwest with the exception of the first sampling event performed in July <br /> 1993 (RESNA, December 3, 1993 and RESNA, March 14,1993) Plate 4 through Plate 7 <br /> present previous and current groundwater flow <br /> Residual Hydrocarbons in Soil <br /> Based on cumulative results of the investigation (Appendix B), the majority of soil with <br /> residual gasoline hydrocarbons has been removed and only trace concentrations remain in <br /> soil in the vicinity of the former tank cavity. Soil with gasoline and benzene have been <br /> adequately delineated or removed Relatively low concentrations of benzene were detected <br /> in boring BH-1 at 20 and 35 feet bsg Low concentrations of toluene, ethylbenzene, and <br /> total xylene were detected in boring BH-1 at 35 feet bsg and from the southeast corner of <br />• <br /> S05o9gc&k/12_ o9 of 3 <br />
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