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ARCHIVED REPORTS XR0000663
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000663
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Last modified
2/15/2019 10:21:30 PM
Creation date
2/15/2019 3:15:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000663
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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(II <br /> . 10 August 2004 <br /> AGE-NC Project No 96-0232 <br /> Page 1 of 10 <br /> Site Assessment Report - August 2004 <br /> FLAG CITY CHEVRON <br /> 6421 Capitol Avenue, Lodi, California <br /> 1.0. INTRODUCTION <br /> Advanced GeoEnvironmental, Inc (AGE) has prepared this site assessment report (SAR) for <br /> 6421 Capitol Avenue (the site), Lodi, California The scope of work included advancement of six <br /> Geoprobe soil borings (P-39 through P-43), installation of one, dual-completed ground water <br /> monitoring well (MW-19) and preparation of this report The site setting is illustrated in Figure 1 <br /> Site structures and monitoring well locations are depicted in Figure 2 <br /> The objective of this site assessment investigation was to characterize, assess and monitor on-site <br /> and northern off-site MTBE-impacted soil and ground water,and to install a repeatable ground water <br /> monitoring point north of the Flag City Chevron site This report is prepared in accordance with <br /> guidelines issued by the California Regional Water Quality Control Board- Central Valley Region <br /> (RWQCB) for investigation of underground storage tank (UST) sites A summary of previous <br /> ® investigations conducted at the site was included in AGE's Final Remediation Plan,dated 31 August <br /> 2000 <br /> The following is a chronology of this site assessment investigation <br /> a 20 January 2004-Advancement of two Geoprobe soil borings(P-41 and P-42)to maximum <br /> depths of 50 feet below surface grade (bsg), selected grab water samples and soil samples <br /> collected at five-foot intervals <br /> C 21 January 2004 - Advancement of three Geoprobe soil borings(P-39, P-40 and P-40A)to <br /> maximum depths of 51 feet bsg, selected grab water samples and soil samples collected at <br /> five-foot intervals, P-40 encountered drill refusal at eight feet bsg <br /> 6 22 January 2004 - Advancement of one soil boring (P-43) to a maximum depth of 51 feet <br /> below surface grade, selected grab water samples and soil samples collected at five-foot <br /> intervals <br /> a 14 May 2004-Installation of one,dual-completed ground water monitoring well(MW-19 A <br /> and B) to a maximum depth of 50 feet bsg, soil samples collected at five-foot intervals <br /> C 20 May 2004 - Well development activities performed at MW-19 (A and B), initial ground <br /> water samples collected following well development activities <br /> C 10 June 2004 - Global positioning system (GPS) and well elevation data collected for well <br /> • MW-19 (A and B) <br /> Advanced GeoEnvironmental,Inc <br />
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