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ARCHIVED REPORTS_XR0004448
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ARCHIVED REPORTS_XR0004448
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Last modified
2/6/2020 4:44:25 PM
Creation date
2/6/2020 3:50:18 PM
Metadata
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EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004448
RECORD_ID
PR0545347
PE
3528
FACILITY_ID
FA0003685
FACILITY_NAME
DBA CIRCLEK, REFUEL PETROLEUM INC.
STREET_NUMBER
419
Direction
S
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21938610
CURRENT_STATUS
02
SITE_LOCATION
419 S MAIN ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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' Groundwater Investigation,Monitor Well Destruction and Installation,and Interim Remediation Pump Test Report <br /> Boyett Petroleum,419 S.Main St,Manteca,CA <br /> January 30,2004 <br /> . Page 6 <br /> interbedding and clay horizons. A clay to silty clay horizon of variable thickness was encountered in the <br /> CPT borings from approximately 22 to 28 feet bgs; this clay horizon appears to be continuous across the <br /> site. A continuous, coarse sand horizon was encountered in the borings at approximately 28 to 53 feet bgs. <br /> At depths greater than 53 feet bgs to the maximum depth of the investigation, the soils encountered by the <br /> borings were predominantly continuous horizons of interbedded sands and clay intercalated with <br /> relatively thin silt horizons. <br /> The CPT boring logs indicate that the clay units underlying the site vary in composition from dominantly <br /> ' stiff to very stiff clay to silty/sandy clay. The silty units vary in grain size composition and range from <br /> clayey silt to sandy silt. Sand units appear to form continuous sand horizons of variable thickness and <br /> range in composition from clayey sands to medium/coarse-grained sands with gravels. <br /> ' 35.2 Laboratory Analyses <br /> The laboratory analytical results of the groundwater and soil samples collected from the direct push <br /> ' borings are presented in Table 1 and Table 2, respectively. Laboratory analytical results for groundwater <br /> samples collected during the October 2003 groundwater investigation are presented in Figure 4, Appendix <br /> A. MTBE isoconcentration contours in groundwater are shown in Figure 5, Appendix A. Copies of <br /> ' laboratory analytical results and chain-of-custody records for the groundwater and soil samples collected <br /> during the October 2003 investigation are included in Appendix F. <br /> I Table 1 Direct Push Boring Groundwater Sample Analytical Results <br /> Sample Number 3761E-CPT3- 3761E-CPT3- 3761E-CPT3- 3761B-CPT3- <br /> 29'-10/23103 44'-10/23103 71'-10/23103 121'-10/23/03 <br /> ' <br /> Sample Interval feet 24 -29 39-44 66-71 1 116-121 <br /> Analyte Units AWLL /1, µg2 <br /> Benzene <1.0 <0.5 Q.5 <0.5 <br /> Toluene <1.0 <0.5 <0.5 <0.5 <br /> ' <br /> Ethyl benzene <1.0 <0.5 <0.5 <0.5 <br /> Total Xylenes <2.0 <1.0 <1.0 1 <l.0 <br /> TPI-1-0 <50 <50 <50 <50 <br /> ' MTBE 330 1.5 2.3 <0.5 <br /> Ethanol(Et0 <10 <5.0 <5.0 <5.0 <br /> Tertiary-Butanol (TBA <10 <5.0 <5.0 <5.0 <br /> Di-isopropyl Ether DFPE <1.0 <0.5 <0.5 <0.5 <br /> ' Ethyl tertiary-Butyl Ether(ETBE) <1.0 <0.5 <0.5 <0.5 <br /> Tertian -Am 1 methyl Ether AME <1.0 Q.5 <0.5 <0.5 <br /> 1,2-Dichloroethane 1,2-DCA <1.0 <0.5 <0.5 <0.5 <br /> 1,2-Dibromoethane(EDB) <1.0 <0.5 <0.5 <0.5 <br /> 1 <br />' �� CONDOR <br />
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