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ARCHIVED REPORTS_XR0002653
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_XR0002653
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Entry Properties
Last modified
1/31/2020 4:29:55 PM
Creation date
1/31/2020 3:04:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002653
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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February 14 1997 <br /> Page 2 <br /> BACKGROUND <br /> Site Desci iption <br /> The site is a former Chevron retail service station (9-1918) located at the northwest <br /> corner of the intersection of East Harding Way and El Dorado Avenue in Stockton, <br /> California (Figure 1) The site operated as a retail gasoline station from 1947 to 1988 <br /> and consisted of two generations of product facilities (Figure 2) The first generation <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) located in a common excavation in the central portion of <br /> I� 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 AM/PM NLni-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, silt, and clay Groundwater in these <br /> alluvial deposits is unconfined to semiconfined (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, October26, 1992) Quarterly <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 /> r <br /> 3201337E11CLOSURE3 <br /> 1 <br />
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