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ARCHIVED REPORTS_XR0003875
Environmental Health - Public
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PR0545428
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ARCHIVED REPORTS_XR0003875
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Last modified
3/9/2020 1:48:10 PM
Creation date
3/9/2020 10:46:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003875
RECORD_ID
PR0545428
PE
3528
FACILITY_ID
FA0005487
FACILITY_NAME
MARCIS DIESEL SERVICE
STREET_NUMBER
2969
STREET_NAME
LOOMIS
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2969 LOOMIS RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Geologfcal Ttclsirfcs lxc Page 12 <br /> Site Conceptual Model Report <br /> Marci Property <br /> Project No 701 2 <br /> August 23,2004 <br /> and theP lan includes numerical Water Quality Objectives (WQO) The WQO for the site's <br /> COC and their current maximum levels in groundwater are included in the table below <br /> ' COC June 7, 2004 WQO <br /> [max. conc. u )] (RW CB, Aril 1, 2004) <br /> ' Diesel 7310 56 <br /> Gasoline ND<50 5 X07 <br /> Benzene 0.7 0 15 1L <br /> Toluene ND<0 3 42 <br /> ELh 1 benzene ND<0 3 29 <br /> ' Xylenes 9.8 17 <br /> The diesel and benzene concentrations exceed the RWQCB-CVR water quality objectives It <br /> ' is likely that the free product discovered in boring MW-7 soils will continue to contribute to <br /> contaminant levels above the WQO if not addressed <br /> 4.2 Conclusions <br /> Based on our interpretation of the data collected over the course of this subsurface <br /> investigation, GTI has reached several conclusions These conclusions are based on the <br /> premise that the data considered, although incomplete, are representative of actual site <br /> conditions We acknowledge that there may be undiscovered conditions, which would upon <br /> their consideration,change our interpretation and thus our conclusions <br /> Geological Technics Inc makes the following conclusions <br /> ® The geology of the site consists primarily of alternating layers, lenses and <br /> interstratified beds of clays, silts and sands Units containing gravels are less <br /> ' frequent As discussed above, we have an incomplete understanding of the geologic <br /> parameters of this site since the standard practice for drilling and soil sampling lends <br /> to an incomplete vertical profile record <br /> ' 4 Figure 3 Geologic Cross-Section A-A' illustrates the subsurface from the southwest <br /> to northeast sections of the subject area The interpretation incorporates sub-classes <br /> sucli as gravelly clay and silty clay which are consolidated-into the general category of - <br /> ' clays There is little correlation in lithologic units between borings Boring MW-3 <br /> (logged by Wm Hunter & Associates) contains significantly more clay than the other <br /> boreholes <br /> ' • Figure 5 Geologic Cross-Section B-B' illustrates the subsurface from the northwest <br /> to southeast sections of the subject area There is little correlation in lithologic units <br /> between borings as in Cross-Section A — A' Boring MW-2 (logged by Win Hunter <br /> & Associates) contains significantly more clay than the other boreholes Together, <br /> with the MW-3 data, this suggests that contamination would be less likely to migrate <br /> F eastward across the site <br />
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