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ARCHIVED REPORTS_XR0004477
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2900 - Site Mitigation Program
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PR0541913
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ARCHIVED REPORTS_XR0004477
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Last modified
2/13/2020 5:57:48 PM
Creation date
2/13/2020 1:50:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004477
RECORD_ID
PR0541913
PE
2960
FACILITY_ID
FA0024043
FACILITY_NAME
FRONTIER TRANSPORTATION FACILITY
STREET_NUMBER
425
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21220009
CURRENT_STATUS
01
SITE_LOCATION
425 LARCH RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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1 <br />' 2005 3"a Quarter Groundwater Report <br /> • Frontier Transportation,Inc. <br />' December 5,2005 <br /> Page 3 <br />' In August 2005, BEA installed three shallow groundwater wells. Monitoring wells MW- <br /> 19, MW-20 and MW-21 were advanced to 20' bgs and screened from 5' bgs to 20' bgs. See <br /> Figure 2 for well locations <br />' 3.0) SITE GEOLOGYMYDROGEOLOGY <br />' The site is located on the boundary of the Sacramento Valley and the San Joaquin Valley <br /> within the west-central portion of the Great Valley Geomorphic province of California. The <br /> Great Valley has been filled with a sequence of older to younger alluvium of Pliocene to <br /> Holocene age which overlay sedimentary rocks of Cretaceous to Tertiary age These sedimentary <br /> units, in turn, overlay a crystalline basement of Paleozoic and Mesozoic metamorphic and <br /> igneous rocks The shallow subsurface geology in the site vicinity is a heterogeneous mix of <br />' gravel, sand, silt, and clay(Reference Site Charactenzation Report,Twining Laboratories, <br /> October 15, 1996). BER encountered predominantly clays with traces of interbedded sands from <br /> 0'to 25' bgs during well advancement in January of 1998 <br /> First subsurface water was encountered at depths from 1-T'to k2'bgs during tank removal <br /> and monitoring well installation at this site in 1995 and 1996 Since then,fust subsurface water <br />' . has been encountered beneath the site between 6' and 10'bgs The groundwater flow is generally 'a 1 <br /> a western direction beneath the site(See Figure 3, Groundwater Gradient Map). Historic first <br /> subsurface groundwater data identified west or southwest flow beneath the site. Groundwater <br />' was also encountered at approximately 5' bgs during installation of deep monitoring wells MW- <br /> 12 through MW-16 and MW-18 The potentiometric groundwater levels in these deep wells, <br />' however, were similar to the f rst subsurface water levels. <br /> Hydrographs are presented as Figures 4 and 5 for shallow groundwater monitoring wells <br />' (up to 25-feet bgs)and deep groundwater monitoring wells(40-feet bgs) Groundwater levels <br /> beneath the site appear to be affected by seasonal recharge In general,the groundwater is at its <br /> yearly low in the winter and yearly high in the spring <br /> 4.0) QUARTERLY GROUNDWATER SAMPLE RESULTS <br />' BEA contracted Del-Tech to collect groundwater samples from 13 of the monitoring <br /> wells at the site on September 26, 2005 for laboratory analysis. Monitoring wells sampled were <br /> MW-1, MW-2, MW-311, MW-9, and MW-13 through MW-21. Groundwater parameters (pH, <br />' temperature,and conductivity)were measured before,during, and after well purging(See <br /> Appendix A for Monitoring Well Field Logs). <br />' Groundwater samples were analyzed for TPH-g using EPA methods 8015 and for BTEX, <br /> 1 <br />
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