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ARCHIVED REPORTS_XR0004849
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545438
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ARCHIVED REPORTS_XR0004849
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Last modified
3/9/2020 3:31:29 PM
Creation date
3/9/2020 1:23:25 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004849
RECORD_ID
PR0545438
PE
3528
FACILITY_ID
FA0000848
FACILITY_NAME
QUIK STOP MARKET #2121
STREET_NUMBER
1196
Direction
W
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
217-410-43
CURRENT_STATUS
02
SITE_LOCATION
1196 W LOUISE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Quik Stop No 121 Closure Report <br /> CCI Project No 12118 <br /> Page 11 <br /> temperature to climb to approximately 900 degrees F The treated soil vapors would be <br /> discharged to the atmosphere through a 10-foot high stack <br /> As previously mentioned, Quik Stop had been conducting monthly dual phase vapor extractions <br /> at the subject site using a Mobil Treatment System (MTS) Due to the granular nature <br /> of the subsurface soil at the site, dual phase vapor extraction had a positive impact on the <br /> groundwater compounds at the site By the end of the 91h MTS event, the amount of equivalent <br /> product being removed had dropped significantly due to the positive impact the MTS events <br /> were having on the site Based on the costs associated with installing a permanent system and <br /> the reduction in contamination that had already been achieved by the MTS events, it was CCI's <br /> opinion that it was not economically prudent to pursue the installation of a permanent Dual- <br /> Phase System (System) at the site <br /> Review of Ozone Injection Technology <br /> The third option involves treatment of the groundwater contamination in-situ using an ozone <br /> injection technology Ozone is a highly reactive chemical that is very effective in destroying a <br /> wide variety of organic compounds, including MTBE In general,this technique uses several <br /> sparge points (wells), which are constructed of porous plastic, and are connected to an ozone <br /> generator Ozone is introduced into the aquifer in the form of micro-fine air bubbles under low <br /> pressure in order to degrade the volatile compounds This remediation technique appeared to be <br /> appropriate for the subject site since no groundwater needs to be extracted for above-ground <br /> treatment, and the subsurface soils are favorable and the groundwater gradient is virtually flat <br /> The system is connected to several Spargepomts@(Spargepoint) placed at selected locations <br /> throughout the site Each Spargepoint measures 2 inches in diameter and 18 inches in length, <br /> and is connected to the surface by a 314-inch diameter, schedule 40, threaded, PVC riser pipe A <br /> well head assembly is then attached to the top of the riser pipe, and a surface vault box covers <br /> each Spargepoint The Spargepoints are then connected by double-contained tubing, which are <br /> placed in shallow trenches The tubing leads back to the master control unit, which runs on a <br /> current of 110 V and has an ozone generator, which is designed to generate very small <br /> (approximately 50 micrometers in diameter) bubbles of ozone The master control unit injects 3 <br /> to 5 cubic feet per minute (CFM) of ozone for 8 to 12 minutes at each individual Spargepoint at <br /> controlled rotating intervals The ozone micro bubbles are forced into the surrounding water- <br /> bearing formation under very low pressure The micro-fine bubbles produced at the master <br /> control panel are released to the groundwater at each Spargepoint The encapsulated ozone <br /> reacts with dissolved contaminants, producing harmless by-products <br />
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