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ARCHIVED REPORTS_XR0002658
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545259
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ARCHIVED REPORTS_XR0002658
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Entry Properties
Last modified
1/31/2020 5:06:46 PM
Creation date
1/31/2020 3:15:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002658
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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November 12, 1996 <br /> Page 2 <br /> 1 � <br /> r-• '�� - — and consisted of two generations of produci facilities (Figure 2)4x The first generation _ �____w <br /> facilities, based on available data, consisted of four steel underground storage tanks <br /> (USTs), (4,000-, 3,000-, 1,000-, and 550-gallon) which were initially abandoned in <br /> place In 1984, a second set of USTs were installed and consisted of three fiberglass <br /> gasoline USTs (10,000-gallon) Iocated in a common excavation in the central portion of <br /> f 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 rernoved from the site <br /> t <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 AM/PM`Mini-Mart, and to the north by medical <br /> offices <br /> ` 1 <br /> Geology/Hydrogeology <br /> The site is Iocated in the northern part of the San Joaquin Valley and is underlain by <br /> approximately 3,000 feet of alluvial gravel, sand, silt, and clay Groundwater in these <br /> alluvial deposits'is unconfined to serniconfined (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 Ienses 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, i <br /> February 7, 1989)to 58 01 feet bgs (Well MW_10, October 26, 1992) Quarterly A <br /> groundwater monitoring 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 0 002 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 /> ' 4 <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 /> (Figure 1) ' <br /> 320133713\CLOSURE2 <br /> e <br /> c <br />
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