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ARCHIVED REPORTS_XR0007912
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0522692
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ARCHIVED REPORTS_XR0007912
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Last modified
4/2/2020 4:48:11 PM
Creation date
4/2/2020 3:43:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007912
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
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EHD - Public
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SOIL VAPOR EXTRACTION PILOT STUDY WORK PLAN San Joaquin County <br /> Montgomery Ward Auto Service Center Public Health Services Department <br /> 5400 Pacific Avenue Stockton,CA Site Code 2163 <br /> I <br /> ■ Effective VES well configuration, <br />' ■ Required soil probe configuration, and <br /> w Baseline soil vapor concentration <br /> 3.4 TASK 4 - INSTALLATION OF PILOT VES <br />' 34 1 VES Well And Probe Layout <br /> I Figure 10 shows the proposed locations of the two VES wells and seven soil vapor probes <br /> Well VEW-1 is designed to be located at the center of the Impacted soil plume near B-11 <br /> Well VEW-1 will consist of a dual well configuration (VEW-lA and VEW-1B) VEW-1A <br /> will be screened between a depth of 10 feet bgs and 25 feet bgs while VEW-113 will be <br /> screened between 25 feet bgs and 35 feet bgs This dual-well completion will allow targeting <br /> specific depth intervals of the soil plume in this area <br />' Well VEW-2 will be screened from 15 to 35 feet bgs The wells will be completed with quick <br /> connect fittings at the well box for connecting to a temporary VES unit The well heads also <br /> will be equipped with sampling ports to allow measuring vacuum and collecting vapor <br /> samples <br /> The probes will be constructed to allow monitoring at specific distances away from the VEW <br /> wells and at specific depths below ground surface Probes SP-1 and SP-7 will be completed as <br /> dual probes At each location, there will be one probe at 20 feet bgs and another at 35 feet <br /> bgs (SP-lA and SP-7A at 20 feet bgs, SP-IB and SP-713 at 35 feet bgs) The other probes <br /> (SP-2 to SP-6) will all be completed at a single depth The relative distance of each probe <br /> from the two VES wells, and the proposed depth below ground surface, are planned to be as <br /> follows <br /> PROBE DISTANCE (FT) DISTANCE (FT) <br /> NUMBER FROM VEW-1 FROM VEW-2 DEPTH (FT) <br /> SP-1A 20 110 20 <br /> SP-l13 20 110 35 <br /> SP-2 10 80 25 <br /> SP-3 30 120 25 <br /> I SP-4 40 95 25 <br /> SP-5 110 20 25 <br /> SP-6 100 40 25 <br /> SP-7A 60 30 20 <br /> SP-713 60 30 35 <br /> R <br /> Well and soil probe construction field methodology are included in Appendix C <br /> 3 4 2 Soil Sampling/Testing For Plume Delineation <br /> In order to provide better control on the extent of impacted soils, the following 18 soil samples <br /> will be collected during the drilling of the extraction wells and vapor probes <br /> ■ Soil samples at 15, 20, 25, and 35 feet bgs at SP-113 and SP-7B, <br /> ■ Soil samples at 15,-20 and 25 feet bgs at SP-3 and SP-6, and <br /> Project No 1232 - 4 - ENVIRONMENTAL AUDIT, INC <br />
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