My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007401
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
5400
>
2900 - Site Mitigation Program
>
PR0522692
>
ARCHIVED REPORTS_XR0007401
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/2/2020 4:48:48 PM
Creation date
4/2/2020 2:58:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007401
RECORD_ID
PR0522692
PE
2957
FACILITY_ID
FA0015465
FACILITY_NAME
FORMER MONTGOMERY WARDS AUTO SRV CTR
STREET_NUMBER
5400
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10227008
CURRENT_STATUS
01
SITE_LOCATION
5400 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
74
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
' SEMI-ANNUAL GROUND WATER MONITORING REPORT <br /> San Joaquin County Public Health Services <br /> JANUARY THROUGH JUNE 2000 <br /> ' Montgomery Ward Auto Service Center Site Code 2163 <br /> . 5400 Pacific Avenue Stockton,CA EAl Pro3ect No 1232 <br /> ' Each water sample was sealed in three 40-milliliter volatile organic analysis (VOA) vials with <br /> Teflon septa lined lids The VOA vials were completely filled so that no head space existed <br /> ' between the sample and the lids The samples were labeled with the sample point identification, <br /> preservative added, if any, date, time, and EAI project number, and immediately placed into a <br /> chilled ice chest The samples were kept chilled until delivered to the laboratory for analytical <br /> testing A11 samples were logged on a chain of custody record form (see Appendix B) <br /> ' 23 Sampling Equipment Cleaning Protocol <br /> The submersible pump and hose system (Equipment), used only to purge the wells prior to <br /> sampling, was decontaminated between each event using the following procedure <br /> • The Equipment was flushed in a solution of Alconox detergent and tap water, and <br /> ' ■ The Equipment was flushed with top water <br /> 2.4 Effluent Handling <br /> All effluent generated during purging, sampling and equipment decontamination activities was <br /> sealed in labeled 55-gallon druids The drums were stored on the Montgomery Ward site <br /> pending proper disposal <br /> 2.5 Delta College Well <br /> In addition to the Unocal and Montgomery Ward site wells, a Delta College irrigation well <br /> located west of Pacific Avenue was also sampled by EAI (see Table 2) The Delta college well <br />' is operated, as needed, during late spring, summer, and early fall to meet landscaping irrigation <br /> needs of Delta College During months when the well is in operation ground water flow <br /> direction is generally westerly, toward the Delta College well During months when the well is <br /> not in operation around water flow direction is generally easterly and away from the well <br /> 3.0 ANALYTICAL TESTING <br /> The samples were delivered for analytical testing to American Scientific Laboratories (ASL), a <br /> state certified hazardous waste testing laboratory (Certificate No 2200) ASL is certified for all <br /> tests completed as part of this investigation The samples were tested using EPA Method 8260 <br />' for volatile organic compounds including benzene, toluene, ethylbenzene, xylenes, methyl <br /> tertiary butyl ether, tertiary butyl alcohol, di-isopropyl ether, ethyl tertiary butyl ether and <br /> tertiary amyl methyl ether The samples were also tested for total petroleum hydrocarbons as <br /> gasoline using modified EPA Method 8015 The results of this testing are shown in Table 2 and <br /> Figure 3 <br /> 40 DISCUSSION <br />' The current gauging data indicate that the ground water elevations in the wells at the <br /> Montgomery Ward site have decreased on average approximately 2 86 feet as compared to the <br /> previous sampling event in December 1999 (see Table 1) Interpretation of the ground water <br /> elevation map indicates that the predominant direction of ground water flow below the <br /> Montgomery Ward site, at the time of measurement, was generally westerly at a hydraulic <br /> BHM 1232R0061 2 ENVIRONMENTAL AUDIT, INC <br />
The URL can be used to link to this page
Your browser does not support the video tag.