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ARCHIVED REPORTS_XR0002661
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545259
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ARCHIVED REPORTS_XR0002661
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Entry Properties
Last modified
1/31/2020 4:32:36 PM
Creation date
1/31/2020 3:23:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002661
RECORD_ID
PR0545259
PE
3528
FACILITY_ID
FA0004966
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
45
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12707037
CURRENT_STATUS
02
SITE_LOCATION
45 E HARDING WAY
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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r September 18, 1996 <br /> Page 2 <br /> the site, and one fiberglass waste-oil UST (1,000-gallon) located behind the former <br /> ' service station building Both generations of facilities have been removed from the site <br /> The site is bounded to the east by a Unocal service station, to the west by a residence, to <br /> the south by a restaurant and ARCO AWPM Mini-Mart, and to the north by medical <br /> offices <br /> Geology /Hydrogeology <br /> The site is located in the northern part of the San Joaquin Valley and is underlain by <br /> approximately 3,000 feet of alluvial gravel, sand, slit, and clay Groundwater in these <br /> alluvial deposits is unconfined to semlconfined (GTI, March 1994) Significant ground- <br /> water extraction for irrigation and public water supply has reduced groundwater eleva- <br /> tions in-Stockton to approximately-30 to -40 feet mean sea level (MSL) <br /> Subsurface investigations indicate that the site is underlain by interbedded clayey silts, <br /> and silty clays with sand lenses to the total depth explored (70 feet below ground surface <br /> [bgs]) Historically, depth to groundwater has ranged from 35 36 feet bgs (Well MW-8, <br /> February 7, 1989) to 58 01 feet bgs (Well MW-10, October 26, 1992) Quarterly <br /> groundwater momtonng data from November 1988 to present indicate that groundwater <br /> beneath the site consistently flows in a northeasterly direction at an approximate gradient <br /> of D 002 to 0 003 feet per feet <br /> The nearest surface water to the site is Yosemite Lake located at the east end of Smith <br /> Canal, approximately 3,500 feet west,of the site, and the deep water channel of the San <br /> Joaquin River located approximately 4,500 feet south of the site The site lies at an ' <br /> approximate elevation of 13 feet above MSL, topography in the vicinity is essentially <br /> flat Regional groundwater flow paths merge toward central and western Stockton due <br /> to extensive pumping of water wells in this area (EA Engineering, Science and <br /> Technology, Inc [EA], January 1989) <br /> ' A well survey (EA, 1988) was performed for the site using data from the California State <br /> Department of Water Resources (DWR) Using these data, seven water wells were <br /> identified within 1/2 mile of the site The closest well is a domestic well located at <br /> 919 Center Street approximately 1,700 feet south (upgradient) of the Chevron station <br /> Stockrton community water supplies were also surveyed as part of defining the physical <br /> characteristics of the site Stockton receives its drinking water supply�from the surface <br /> water of New Hogan Reservoir and groundwater at various locations throughout the <br /> City and San Joaquin County Based on a list of active water-supply wells provided by <br /> California Water Services, there are three additional groundwater-supply wells located <br /> between a 1/2- to 1-mile radius of the site These wells are located at Ellis Street East, <br /> Conimerce and Wyandotte, and East Poplar between San Joaquin and Hunter A list of <br /> private and municipal wells and available well construction detail information is <br /> presented in Table 1 <br /> 320133713 CLO SURE1 <br />
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