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ARCHIVED REPORTS_NOTICE OF INTENT FOR INSTALLATION, OPERATION AND MAINTENANCE OF AN OZONE INJECTION GROUNDWATER REMEDIATION SYSTEM
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ARCHIVED REPORTS_NOTICE OF INTENT FOR INSTALLATION, OPERATION AND MAINTENANCE OF AN OZONE INJECTION GROUNDWATER REMEDIATION SYSTEM
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3/13/2020 10:09:52 PM
Creation date
3/13/2020 4:54:41 PM
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
NOTICE OF INTENT FOR INSTALLATION, OPERATION AND MAINTENANCE OF AN OZONE INJECTION GROUNDWATER REMEDIATION SYSTEM
RECORD_ID
PR0506054
PE
2960
FACILITY_ID
FA0007173
FACILITY_NAME
FORMER VINTAGE CARWASH (VACANT LOT)
STREET_NUMBER
601
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
13931025
CURRENT_STATUS
01
SITE_LOCATION
601 E MINER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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' • One-inch-diameter Schedule 80 pipe shall be used for individual sparge well conveyance pipe runs. <br /> No 90'angles shall be used in connecting the individual ozone-sparge well lateral conveyance pipe <br /> runs to the 2-inch lateral header conveyance lines. <br /> • One-inch-diameter Schedule 80 flush-threaded PVC casing equipped with Vitono O-rings shall be <br /> used as individual injection line risers. Each wellhead shall be equipped with a threaded <br /> ' compression tube and pipe connector for hook up to the ozone/air injection tubing. <br /> • A 3/g-inch-diameter Teflon'.tubing shall be used to connect each ozone—sparge well to the ozone <br /> ' system manifold. To the extent possible, continuous lengths of tubing shall be used from the <br /> manifold to the well. No 90' angles are to be used in the conveyance piping so as to not pinch off <br /> the injection tubing. <br /> ' • Tracer wire shall be placed in each newly installed trench for the purpose of locating non-metallic <br /> piping networks installed in trenches. <br /> ' Trench and aboveground piping details are shown on Figure 7, Compound Layout/Trench Detail. <br /> Electrical System <br /> ' The electrical system for the ozone system control panel has been previously installed. The new <br /> exposed conduit run from the electrical subpanel to the system control panel shall have an inside <br /> diameter not smaller than 3/a-inch-diameter and be rigid, galvanized steel or code-approved PVC <br /> conduit. <br /> Any empty conduit systems shall consist of conduits,junction boxes,plates,identification tags, fittings, <br /> ' and support devices and shall be free from debris prior to final acceptance of the work. <br /> Sampling Protocol <br /> ' Prior to start-up of the ozone system, TPHg, BTEX, dissolved oxygen (DO) and hexavalent chromium <br /> (CrVl) levels will be established for the ozone-sparge well field. TPHg and BTEX concentrations for <br /> onsite wells MW-1, MW-2, MW-3, GWX-1 and VX-1 will be established prior to ozone system start- <br /> up by using the most recent groundwater analysis results for these constituents. Analyses for CrVI will <br /> also be included for each of these wells. The samples will be analyzed for TPHg and BTEX following <br /> the United States Environmental Protection Agency (EPA) Test Method 8260B and for CrVI by EPA <br /> Method 7199. DO measurements will be recorded during the groundwater sampling event for each site- <br /> related monitoring well using a handheld instrument(Hanna 9143 or equivalent). <br /> ' Following start-up of the ozone system, the system performance will be monitored every week for the <br /> first month,every two weeks for the next two months and once a month thereafter. <br /> 1 REPORT OF FINDINGS <br /> A Groundwater Remediation System Installation Report will be prepared following installation and <br /> start-up testing of the ozone system. The report will include(but not be limited to)the following: <br /> ' Project description <br /> Introduction <br /> Investigative methods <br /> Field observations <br /> ' Project No.59183-06-02 -7- November 11,2009 <br />
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