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ARCHIVED REPORTS_XR0012728
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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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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,a. <br /> Chevron U.S.A. - Page 9 <br /> Deposition bf continental sediments has predominated in the area from the <br /> early Tertiary to the present. Generally, continental sediments ranging from <br /> Miocene to Holocene constitute the principal aquifer system in the area. Surface <br /> deposits consist of Holocene floodplain and fan deposits of the Modesto <br /> Formation. <br /> 6.2 Hydrologic Setting <br /> The subject property is located within the San Joaquin Basin Hydrologic <br /> Study area, which includes roughly the southern two-thirds of the Great Central <br /> Valley. Within that area, a total of 39 ground water basins and areas of <br /> potential storage have been identified (DWR, 1980) . The inventory covers <br /> thirteen ground water -basins which have been identified as significant sources of <br /> ground water. The subject property is situated within the eastern San Joaquin <br /> -- County-Basin. <br /> The east San Joaquin County Basin is reported as being subject to critical <br /> overdraft MR, 1980} . Adverse affects associated with the overdraft include <br /> declining water levels and an eastern migration of saline water from the adjacent <br /> Delta sediments. <br /> 7.0 SOIL PROFILE AND SUBSURFACE COhTDITIDHS <br /> A total of three exploratory soil borings were advanced at the subject <br /> property to an approximate maximum depth of 85 feet below the existing grade for - <br /> c the purpose of logging subsurface conditions, and to install ground water <br /> i <br /> monitoring wells. <br /> DAMES AtooRE <br />
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