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ARCHIVED REPORTS_XR0012728
EnvironmentalHealth
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99 (STATE ROUTE 99)
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9474
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3500 - Local Oversight Program
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PR0545623
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ARCHIVED REPORTS_XR0012728
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Last modified
11/19/2024 1:50:34 PM
Creation date
4/28/2020 4:29:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012728
RECORD_ID
PR0545623
PE
3528
FACILITY_ID
FA0004968
FACILITY_NAME
CHEVRON 96155 (INACT)
STREET_NUMBER
9474
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95205
APN
08515003
CURRENT_STATUS
02
SITE_LOCATION
9474 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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w. <br /> Chevron U.S.A. - Page 10 <br /> 7.1 Soil Profile <br /> Exploratory soil borings were advanced at various locations at the subject <br /> property. The soil profile observed at the subject property generally consisted <br /> - of variable strata of sands with silts and clays from the surface grade to <br /> approximate depths of 30 to 40 feet below the existing surface grade. Below the <br /> 40 foot level, the subsoils were interpreted to generally grade to finer silts <br /> and clay with depth to approximately 75 feet below the existing grade. Below <br /> approximately 75 feet, fine sand and silty sands were encountered to the maximum <br /> — depth of our soil borings which terminated at an approximate depth of 85 feet <br /> below the existing grade. Please refer to the "Generalized Soil Profile Section" <br /> included as Plate 4 of this report which generally illustrates the interpreted <br /> soil profile. <br /> For more detailed information regarding subsurface conditions encountered.in <br /> our soil borings, please refer to the logs of soil borings which are included in <br /> Appendix A of this report. <br /> 7.2 Ground mater Conditions: <br /> Ground water was encountered in each of our exploratory soil borings at an <br /> approximate depth of 71 feet below the existing grade. However, numerous factors <br /> influence the fluctuation of ground water and evaluation of such factors is <br /> beyond the scope of this investigation. <br /> t . <br /> w.: <br /> DAISES MOORE <br />
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