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ARCHIVED REPORTS XR0001451
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3500 - Local Oversight Program
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PR0544196
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ARCHIVED REPORTS XR0001451
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Entry Properties
Last modified
2/27/2019 3:11:08 PM
Creation date
2/27/2019 2:06:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001451
RECORD_ID
PR0544196
PE
3528
FACILITY_ID
FA0006536
FACILITY_NAME
WELLS FARGO BANK PROPERTY
STREET_NUMBER
1034
STREET_NAME
CENTRAL
STREET_TYPE
AVE
City
TRACY
Zip
94805
APN
23517127
CURRENT_STATUS
02
SITE_LOCATION
1034 CENTRAL AVE
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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November 22, 1995 <br /> Page 8 <br />' pit was excavated to a final dimension of 24 feet long by 2 feet wide by 5 feet deep <br /> The southern end of two of the abandoned 1921 USTs (500-gallon tanks) and their <br /> associated fuel fill lines were exposed in the test pit at approximately 4 feet bgs <br />' (Figure 1) The USTs were of plate riveted single-walled steel construction The <br /> USTs are positioned beneath the existing sidewalk and appear to be the fuel storage <br />' tanks corresponding to the 1921 general arrangement plan (Figure 3) To determine <br /> if the tanks contained any fluid or material, the exposed end plates of each tank were <br /> tapped with a hammer Based on this evaluation method, the tanks appeared to be <br />' empty <br /> The western and eastern ends of TP-3 were extended approximately 5 feet beyond <br />' the two USTs in attempt to identify the third tank noted on the general arrangement <br /> plans No evidence of a UST was encountered Because the third UST was not <br /> located by the test pit, it is-presumed to have been removed during either the station <br /> tremodel, between 1938 and 1950, or during the station demolition in 1965 <br /> All test pits were backfilled with the excavated soils The soils were placed in <br /> approximate 1-foot lifts, and mechanically compacted using the backhoe bucket <br /> Compaction testing was not performed Following the backfill operation, the - <br /> surfaces of the test pits were re-asphalted to restore the parking area to an acceptable <br /> condition. <br /> CONCLUSIONS <br /> The purpose of this investigation was to assess soil and groundwater conditions beneath <br /> the former Unocal site The results of this investigation indicate that petroleum <br />' hydrocarbons have impacted sod and groundwater in the northwestern portion of the site in <br /> the vicinity of the first and second generation USTs, and beneath the former product <br /> islands <br /> Soil and groundwater near the former waste oil tank do not appear to have been impacted <br /> by petroleum hydrocarbons. However, chlorinated organics, PCE and TCE, detected in U- <br /> 3 may be related to the former waste oil tank or an off-site source <br /> The source of the hydrocarbons detected in soil and groundwater appears to be <br /> ' related to the former service station operations The primary source areas may have <br /> included the first and second generation USTs and the former product island The <br /> second generation USTs and product islands were removed during station <br />' demolition Two abandoned USTs are located beneath the sidewalk bordering the <br /> northern end of the site The most significant soil impact occurs at the groundwater <br /> interface at a depth of 10 feet bgs Soils in the unsaturated zone, above 10 feet, <br /> r <br /> 3100971A/REPORT2 - <br /> N^ <br /> I <br />
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