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ARCHIVED REPORTS XR0007778
EnvironmentalHealth
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EL DORADO
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007778
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Last modified
7/15/2019 6:11:37 PM
Creation date
7/15/2019 3:45:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007778
RECORD_ID
PR0505525
PE
2953
FACILITY_ID
FA0002387
FACILITY_NAME
KEYSTONE AUTOMOTIVE INDUSTRIES INC
STREET_NUMBER
632
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14907033
CURRENT_STATUS
02
SITE_LOCATION
632 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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s <br /> 15 November 1995 <br /> AGE-NC Project No 95-0142 <br /> Page 15 of 19 <br />' method The extraction is performed using an automatic pump system to maintain capture <br /> characteristics in the aquifer and assure process requirements are maintained After treatment, the <br /> water is usually discharged into a storm drain or sanitary sewer A waste discharge permit is usually <br />' required for discharge <br />' 7 2 2 TREATMENT METHODS <br /> The documented presence of hydrocarbons will require treatment for the recovered water Two of <br /> I the most common methods of water treatment are air stripping and carbon adsorption Air stripping <br /> involves removal of volatile organic compounds from ground water by promoting the transfer of <br />' contaminants from the dissolved phase to the vapor phase Carbon adsorption utilizes granular <br /> activated carbon to simply"filter" organic compounds out of ground water <br />' A third, but less common method of above-ground treatment of water is bioremediation Similar to <br /> the pilot study performed at the site, contaminated ground water is "treated" by adding hydrocarbon- <br /> degrading microbes or by augmenting natural hydrocarbon degradation activities with introduction <br /> of nutrients <br /> 7 2 3 FEASIBILITY TESTING " <br /> _ No aquifer testing has been performed at the site A pump test could be performed on wells MW-1, <br />' MW-2 or MW-3 to determine aquifer properties, if necessary <br /> There are several disadvantages to "pump and treat methods" The more serious disadvantages <br />' include 1)extended cleanup periods,resulting in increased total costs, although the maintenance for <br /> this method is relatively cost-effective and 2) regulatory cleanup goals are rarely attainable, mostly <br /> due to persistent hydrocarbons detected in subsequent sampling events Ground water extraction is <br />' generally not a desirable method for remediation <br /> 7 2 4- DURATION <br /> Experience has shown that all systems involving ground water extraction require much more time <br />' than would be anticipated from aquifer tests and calculations of ground water discharge rates, and <br /> seldom achieve regulatory goals for ground water clean-up Systems typically operate for several <br /> years During this time, pumps and other equipment may need replacement several times The primary <br /> utility of pump-and-treat systems is in preventing migration of contaminated ground water <br /> I <br />
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