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ARCHIVED REPORTS_XR0007404
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545003
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ARCHIVED REPORTS_XR0007404
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Last modified
11/27/2019 11:35:24 AM
Creation date
11/27/2019 11:16:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007404
RECORD_ID
PR0545003
PE
3526
FACILITY_ID
FA0002324
FACILITY_NAME
Pacific Service Station
STREET_NUMBER
6131
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09746418
CURRENT_STATUS
02
SITE_LOCATION
6131 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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b <br /> J <br /> 1050 Melody Lane, Suite 166 111 is vile California 95678 <br /> E ra <br /> ' (9' a 2910 Fax(976)786 7830 <br /> Alow-- k <br /> ENVIRONMENTAL, INC. <br /> October 12, 1993 <br /> Mr Dan Kirk <br /> Shell Oil Company <br /> Post Office Box 5278 <br /> Concord, California 94520 <br /> Subject Quarterly Groundwater Monitoring Report <br /> Shell Service Station (WIC No 204-7525-0104) <br /> 6131 Pacific Avenue, Stockton, California <br /> Dear Mr Kirk <br /> Aegis Environmental, Inc (Aegis), is pleased to provide Shell Oil Company the attached <br /> information documenting the results of quarterly groundwater monitoring, conducted on <br /> August 26, 1993, at the subject site by Blame Tech Services, Inc , of San Jose, <br /> California <br /> Fourth quarter monitoring and sampling is scheduled for the site in November 1993 The <br /> sampling will include purging of at least three well volumes of groundwater from each of <br /> the wells Temperature, conductivity, pH, and turbidity will be measured and/or observed <br /> while purging to ensure stability prior to sampling <br /> Aegis is continuing its efforts to obtain right-of-entry agreements from neighboring <br /> property owners for off-site subsurface investigation activities <br /> The interpretations and/or conclusions that may be contained within this report represent <br /> our professional opinions These opinions are based on currently available information, <br /> and were developed in accordance with accepted geologic, hydrogeoiogic, and <br /> engineering practices for this time and for this specific site Other than this, no warranty <br /> is implied or intended <br /> 90 020G QMR <br />
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