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ARCHIVED REPORTS XR0011743
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3500 - Local Oversight Program
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PR0544801
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ARCHIVED REPORTS XR0011743
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Entry Properties
Last modified
11/19/2024 10:19:08 AM
Creation date
9/4/2019 10:58:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011743
RECORD_ID
PR0544801
PE
3528
FACILITY_ID
FA0003210
FACILITY_NAME
TEXACO TRUCK STOP
STREET_NUMBER
7500
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95378
APN
25015018
CURRENT_STATUS
02
SITE_LOCATION
7500 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Extender!Site Characterization Report• 7500 West Eleventh Street, Tracy, CA. Page 26 <br /> NPbeen located. However, from the perspective of site characterization and planning for site <br /> . y remediation, it is clear that groundwater flows to the north from the area to the rear of the <br /> Casa Mendoza restaurant, north beneath West Eleventh Street and continues in a <br /> <' direction that is generally somewhat east of north in the direction of the intersection of <br /> Carmelo Avenue and Chrisman Road. <br /> { 6.3 Hydrostratigraphy <br /> As was noted earlier, the soils beneath the 7500 West Eleventh Street property and <br /> adjacent areas are composed of clays, silty and sandy clays, silt and sands that are <br /> complexly interbedded. Boring logs prepared when the push-probe borings and the <br /> borings for the groundwater-quality monitoring wells described in Sections 4.0 and 5.0 <br /> were drilled enabled details of this complex system to be developed. <br /> Figures 9, 10 and 11 are hydrostratigraphic sections along the lines A-A', B-B' and C-C' <br /> shown on Figure 8. The hydrostratigraphy shown in the cross sections is an interpretation <br /> of the stratigraphic data from the boring logs that divides the sediments into two classes; <br /> =' the permeable sands and silts and the relatively less permeable clays and silty clays. That <br /> presentation makes it possible to reduce the details of the stratigraphy to a tractable <br /> degree of complexity by distinguishing between the different soil types based on the <br /> =� properties that are of importance to the understanding of the distribution and transport of <br /> i fuel hydrocarbons in the subsurface. <br /> From the ground surface to depths varying between 1 ft. and, locally, up to 7.5 ft., the <br /> whole of the site is overlain by fill material consisting of sands, gravels, concrete debris, <br /> highway paving and base course materials, together with disturbed and remolded native <br /> soils. Beneath the fill material to a depth of some 11-15 ft. beneath the ground surface is <br /> -:= a layer of relatively impermeable clays and silty clays, the upper 5-10 ft. of which are <br /> dark gray in color, while the deeper of those clays are typically light brown. <br /> Below those clays is the top of a zone of the subsurface consisting of sands and silts that <br /> have a lenticular structure, with varying degrees of interconnectivity between the lenses <br /> of those materials. That zone extends to depths varying between approximately 11 and 24 <br /> ft. Below this are other light brown clays and silty clays that appear to be arealy <br /> continuous beneath the areas of the property and adjacent land that were explored. When <br /> the sands described above were encountered in borings, they were generally composed of <br /> --� fine to medium-course, sub-rounded particles with some silt. They are, locally, very <br /> loose. <br /> i <br /> As is shown on Figure 9, the sand stratum beneath the near-surface clays appears to be <br /> present along the length of Section A-A', which starts south of the Casa Mendoza <br /> restaurant and continues from there through the area of the site where the dispenser <br /> islands were Iocated, then across West Eleventh Street and northward to at least the area <br /> around the intersection of Carmelo Avenue and Chrisman Road (see Figure 8 for <br /> locations). It is recognized that this stratum may not, in fact, have the degree of continuity <br /> that is shown by the interpretation presented on Figure 9. However, a reasonable <br /> sic <br />
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