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ARCHIVED REPORTS XR0010053
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544750
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ARCHIVED REPORTS XR0010053
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Last modified
11/19/2024 10:19:03 AM
Creation date
8/12/2019 2:23:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010053
RECORD_ID
PR0544750
PE
3528
FACILITY_ID
FA0003706
FACILITY_NAME
CHEVRON USA #90959 (INACT)
STREET_NUMBER
103
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95476
APN
23313023
CURRENT_STATUS
02
SITE_LOCATION
103 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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INTRODUCTION <br />This report prepared by Touchstone Developments 1s untended to document soil <br />excavation at the former Chevron service station #9-0959, located at 103 West <br />11th Street in Tracy, California ( Figure 1). Soil excavation was performed on July <br />12, 1993 following underground fuel storage tank removal. <br />SITE ACTIVITIES <br />Soil excavation and removal of suspected contaminated soil was performed by <br />Golden West Builders of Brentwood, California. A Touchstone representative was <br />on site to observe excavation activities and to collect soil samples from the <br />excavation. Excavation and sampling was performed under the direction of <br />Kenneth Kan of Chevron U.S.A. <br />Two separate areas were excavated as illustrated in Figure 2. Area A extended <br />north from the previous tank removal excavation approximately 10 feet and <br />west from the sidewalk approximately 15 feet. Following excavation, four soil <br />samples were obtained. Samples OX -1-5' and OX -3-5' were collected from the <br />north and east sidewalls at a depth of 5 feet below grade. Samples OX -2-8' and <br />OX -4-8' were collected from the north and east sldewalls at a depth of 8 feet <br />below grade. Sample locations are shown in Figure 2. Area B was then excavated <br />south from the previous tank removal excavation approximately 10 feet and <br />west from the sidewalk approximately 5 feet. Soil samples were then collected <br />from the sxdewalls of the excavation. Samples OX -5 -5' and OX -6-5' were collected <br />at 5 feet below grade and OX -7-8' and OX -8-8' were collected at 8 feet below <br />grade. <br />Approximately 50 cubic yards of soil was generated and stockpiled on site with <br />the soil generated from the previous tank removal The soil is represented by <br />samples SP -13, SP -14, SP -16, SP -17, and is currently stockpiled on site. Both <br />excavations reached a total depth of approximately 8 feet below grade, ground- <br />water was observed at approximately 8.5 feet below grade. <br />SOIL SAMPLING <br />Soil samples were collected from the excavator bucket by removing the top few <br />inches of soil and pushing a clean, six -inch -long ( two inches in diameter) brass <br />sample tube into the soil until completely full. The ends of the tubes were covered <br />with teflon tape and sealed with plastic end caps. The samples were then labeled, <br />placed in a cooler with blue ice, entered on a Chain -of Custody form and <br />transported to Superior Precision Analytical, a State -certified laboratory. <br />Soil samples collected from the excavation were analyzed for Petroleum Hydro- <br />carbons calculated as Gasoline (TPH-Gasoline) according to EPA Method 8015 <br />( Modified) and Benzene, Toluene, Ethylbenzene, and Xylene (BTEX) according to <br />EPA Method 8020. A copy of the analytical laboratory reports and Chain -of - <br />Custody forms are presented in Appendix A <br />Touchstone Developments • August 11 1993 • Project # 0959-1 <br />
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