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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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Last modified
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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' The ozone-sparge wells will be constructed using a 1.5-foot-long by 1.5-inch-diameter In-Situ <br /> Oxidation Point suspended by 1-inch-diameter Schedule 80 flush-threaded PVC casing equipped with <br /> ' Vitori O-rings. A filter pack consisting of#1C or equivalent silica sand will be placed around the <br /> sparge point from the total depth of the boring,.to approximately 2 feet above the top of the injection <br /> point. An approximate 5-foot-thick seal consisting of coated bentonite pellets will be placed above the <br /> ' filter pack. Above the seal, a bentonite/cement grout will be placed to within one foot of grade level. <br /> Each wellhead will consist of a 1-inch-diameter union with a Schedule 80 PVC body equipped with <br /> a 316 stainless steel inlet tee. The inlet tee is equipped with a Kynar compression fitting to <br /> ' accommodate the ozone injection tubing from the ozone system manifold. Each ozone-sparge well will <br /> be completed with a flush mount 18-square-inch traffic-rated well box. An injection wellhead detail <br /> diagram is shown on Figure 6. <br /> ' The soil cuttings and decontamination fluids from drilling operations will be retained in Department of <br /> Transportation (DOT)-approved, 17-H, 55-gallon drums and temporarily stored at the Site. We will <br /> arrange for transport and disposal of the drums upon completion of the sparge well installation <br /> ' activities. <br /> General Requirements <br /> A Commercial Building Permit, if necessary, will be obtained from the San Joaquin County <br /> Community Development Department as required for construction/installation of the ozone system. <br /> The Site is already equipped with adequate power for the ozone system control panel inside the <br /> existing former treatment compound. New underground conveyance piping will be used to route the <br /> conveyance tubing to each ozone-sparge well, and these trenches may require inspection. <br /> ' If required, any new electrical systems and supplies shall be connected to conform to local and state <br /> requirements, specifically (but not limited to) the California Building Standards Commission: 2007 <br /> California Building Code and 2007 California Electrical Code. The equipment shall be intrinsically <br /> ' safe, manufactured for use in a potentially hazardous location, and meet the requisite codes for <br /> building, electrical and fire inspection. <br /> ' Ozone-sparge System Details <br /> Control Panel <br /> ' The ozone system control panel will be an H2O Engineering ozone system model no. OSU20-52 [3.8 <br /> chn, 110 volts, 30 amps]. <br /> ' Conveyance Piping <br /> Pipe, pipe fittings, and other incidental related items as required for complete piping systems to and <br /> from the ozone system control panel and manifold shall be as follows: <br /> o Four-inch-diameter Schedule 80 PVC shall be used as the two main conveyance conduits from the <br /> ' system compound to the ozone-sparge well field. A 4-inch—diameter Wye shall be used prior to <br /> each reducing joint to prevent any 90°angles that can pinch the interior tubing. <br /> • Two-inch-diameter Schedule 80 PVC pipe shall be used for each lateral extending from the two <br /> ' main 4-inch conduits. A 2-inch—diameter Wye shall be used prior to each reducing joint to prevent <br /> any 90°angles that can pinch the interior tubing. <br /> ' Project No.S9183-06-02 -6- November 11,2009 <br />
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