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ARCHIVED REPORTS_XR0002662
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PR0545259
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ARCHIVED REPORTS_XR0002662
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Last modified
1/31/2020 4:58:01 PM
Creation date
1/31/2020 3:24:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002662
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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SJGOV\sballwahn
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EHD - Public
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r <br /> MEMORANDUM <br /> Richmond, California <br /> April 19, 1996 <br /> Former Chevron Service <br /> Station No. 9-1918 <br /> 45 East Harding Way <br /> Stockton, California <br /> Mr. S.L. Hunter <br /> San Ramon, CA <br /> As you requested, I have reviewed the biologic parameter data <br /> recently collected from former Chevron Service Station No. 9-1918, <br /> in order to define the degree of naturally occurring subsurface <br /> biodegradation characterizing the site. The following comments <br /> briefly summarize site conditions, the results of the analysis, and <br /> recommendations regarding further activity at the property. <br /> A more detailed summary of site conditions, and a review of the <br /> former remediation system, is present in a memo dated October 21, <br /> 1994. <br /> Observations <br /> 1) The site is the location of a former Chevron service station <br /> which operated from 1953 to February 1988. There are presently <br /> eleven monitor wells on-site (MW-1 to -11) , and three wells off- <br /> site (MW-12 to -14) (see attached Site Map - Figure 1) . <br /> The station was closed in 1988, with the product and waste oil <br /> tanks removed at that time. Three additional product tanks (3000, <br /> 4000 and 500 gallon capacity) were later discovered and removed in <br /> 1988. Another 1000 gallon capacity tank was discovered and removed <br /> in 1994. <br /> 2) The site is underlain by an interlayered sequence of clayey <br /> silt, silty clay, and sandy clay, with discontinuous fine sand <br /> layers of variable thickness. <br /> Depth to groundwater during the most recent monitoring event <br /> (January 23 , 1996) was approximately 41 to 42 feet below ground <br /> level (BGL) , with an apparent flow direction to the <br /> north/northeast. Following several years of lowered groundwater <br /> elevation, the last two years have been characterized by an <br /> approximately 8 foot rise in the local water table (see attached <br /> '0i Cumulative Table of Well and Analytical Results) . <br /> 1 <br />
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