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ARCHIVED REPORTS_XR0008006
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0008006
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Last modified
4/14/2020 2:25:29 PM
Creation date
4/14/2020 1:26:04 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008006
RECORD_ID
PR0541401
PE
2950
FACILITY_ID
FA0006046
FACILITY_NAME
UNION OIL STATION #5098
STREET_NUMBER
5606
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
02
SITE_LOCATION
5606 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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total mass of species in the aquifer that will react with ozone The solid phase is the most important <br /> reservoir of reduction capacity in the aquifer due to the high solid to liquid ratio (Barcelona, 1991) <br /> Organic matter is often found to comprise the majority of the aquifer reduction capacity, although, <br /> reduced iron and sulfide minerals may also contribute (Barcelona, 1991, Hartog, 2002) Since the <br /> organic matter content and concentration of reduced mineral species in sediments at the site is not <br /> known, the aquifer's reduction capacity with respect to ozone is best estimated by a bench scale study <br /> using aquifer materials from the gasoline impacted area <br /> Summary <br /> Metals concentrations in the groundwater collected from MW-1 <br /> and MW-3 and in aquifer sediments <br /> collected from MW-9R fall below relevant MCL or ESL levels In particular, no chromium was found in <br /> the groundwater Chromium levels found in sediments from MW-9R are consistent with the lower <br /> levels usually observed in sandy sediments, as found in this aquifer Chromium, if oxidized to <br /> chromate by ozone treatment, may be mobilized into the groundwater Adsorption to iron <br /> oxyhydroxide minerals will control chromate groundwater levels How ozone treatment enhances or <br /> decreases this adsorption process cannot be predicted from available information After ozone <br /> treatment is finished, it is expected that chromium groundwater levels will return to their pre-treatment <br /> state, that is no detectable chromium, as the aquifer redox returns to its pre-treatment state <br /> References <br /> Barcelona, MJ and TR Holm 1991 Oxidation-Reduction Capacities of Aquifer Solids Environmental <br /> Science and Technology 25 1565-1572 <br /> California Code of Regulations, Title 22 September 12, 2003 Division 4 Environmental Health, <br /> CHAPTER 15 Domestic water quality and monitoring Article 4 Primary standard-inorganic <br /> chemicals Section 64431 Maximum contaminant levels-in organic chemicals <br /> Cnmi, ML, and RL Siegrist 2003 Geochemical effects on metals following permanganate oxidation <br /> DNAPLs Ground Water 41(4) 458-469 <br /> CRWQCB 2004 Screeningfor Environmental <br /> Concerns at Sites with Contaminated Soil and <br /> Groundwater Volume 1 Summary Tier 1 Lookup Tables California Regional Water Quality Control <br /> Board, San Francisco Bay Region Interim final-July 2003 space (updated 2/4104) <br /> Hartog, N and i Gnffioen, and CH Van Der Weijden 2002 The distribution and reactivity of 02- <br /> reducing components in sediments from a layered aquifer Environmental Science and Technology <br /> 36 2338-2344 <br /> C`Documents and 55 November 2044 <br /> S ettmgslcgohnsonlDesktop\UnocaAGeochemEval_D <br /> oc doc <br />�i <br />
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