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3500 - Local Oversight Program
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PR0545152
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SITE HISTORY
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Last modified
1/9/2020 3:06:42 PM
Creation date
1/9/2020 2:57:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545152
PE
3526
FACILITY_ID
FA0004021
FACILITY_NAME
STOCKTON CITY TAXI CAB COMPANY
STREET_NUMBER
2085
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14111223
CURRENT_STATUS
02
SITE_LOCATION
2085 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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CV �� 1117 Lone Palm Avenue, Suite B <br /> Modesto, CA 95351 <br /> www.atcassociates.com <br /> 209-579-2221 <br /> ASSOCIATES I RIC . Fax 209-579-2225 <br /> Environmental, Geotechnical and Materials Engineers <br /> subsurface and percolated upward through the saturated zone . As the air/ozone bubbles come into <br /> contact with groundwater contaminated with VOCs, the VOCs become entrained in the bubbles and <br /> are oxidized upon contact with ozone. Ozone is a strong oxidant and the end products of the <br /> oxidation reaction with petroleum hydrocarbon constituents include chloride, water, and carbon <br /> dioxide . <br /> In order to determine the effectiveness of ozone sparging, an ozone sparging pilot test would need to <br /> be conducted at the site. Data collected during the ozone sparging pilot test would be utilized to <br /> evaluate the feasibility of this technology to remediate groundwater, as well as provide information <br /> to properly design a full-scale ozone sparging remediation system . In order to conduct the ozone <br /> sparging pilot test at least three ozone sparging wells would need to be installed. Each ozone <br /> sparging well would have three nested ozone sparging points which would be screened within <br /> specific lithologic intervals approximately 50 to 55, 70 to 75 , and 100 to 105 feet bgs. <br /> 4.0 GROUNDWATER REMEDIATION ALTERNATIVES EVALUATION <br /> The soil and groundwater alternatives presented above were evaluated according to the following <br /> criteria: <br /> 1 . Level of protection of human health and the environment; <br /> 2. Reduction of toxicity, mobility and volume of contaminants; <br /> 3 . Compliance with regulatory guidelines; <br /> 4. Cost effectiveness/public benefit; <br /> 5 . Short and long term effectiveness; <br /> 6. Implementation, regulatory and community acceptance. <br /> 4.1 Groundwater Extraction <br /> ♦ Criterion 1 : <br /> This alternative appears to have low health-based risks. Petroleum hydrocarbon-impacted <br /> groundwater would also be extracted from the subsurface. The petroleum hydrocarbons <br /> dissolved in groundwater would be removed from the groundwater prior to discharge to the <br /> local sanitary or storm sewer system. Additionally, groundwater would be monitored <br /> periodically to ensure that remediation is progressing appropriately, and regular operation and <br /> maintenance activities would be conducted on the remediation system to insure appropriate <br /> operation. <br /> ♦ Criterion 2: <br /> The groundwater extraction remediation would most likely reduce the level of toxicity, <br /> mobility and volume of contaminants to levels acceptable to the regulatory agency. The <br /> groundwater extraction system would also reduce, to the extent possible, the migration of <br /> contaminants off-site, and may also remediate contaminated groundwater off-site. An aquifer <br /> pump test would have to be conducted to determine if this is a feasible alternative for <br /> remediation of the site. <br /> s:\environmental\28349keports\feasibility.doc 5 <br />
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