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ARCHIVED REPORTS_XR0011996
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545892
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ARCHIVED REPORTS_XR0011996
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Last modified
7/22/2020 2:52:26 PM
Creation date
7/22/2020 2:36:18 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011996
RECORD_ID
PR0545892
PE
3528
FACILITY_ID
FA0003601
FACILITY_NAME
ARCO STATION #826951*
STREET_NUMBER
130
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205-5561
APN
15502064
CURRENT_STATUS
02
SITE_LOCATION
130 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Approximate Depth to Groundwater: 42.55 to 43.28 feet below ground surface(bgs) <br /> Groundwater Flow Direction: Northeast <br /> Groundwater Gradient: 0.0013 ft/ft <br /> INTERIM REMEDIATION SYSTEM OPERATION AND PERFORMANCE <br /> Equipment Inventory: Ozone Injection System Manufactured by KVA� <br /> Operating Mode: Operational <br /> Reporting Period: April 5, 2004 through June 28,2004 <br /> Historical Highest GRO Concentration: 55,000µg/L(MW-6, 2002) <br /> Historical Highest Benzene Concentration: 18,000 pg/L(MW-8, 2001) <br /> Historical Highest MTBE Concentration: 85,000 ug/L(MW-6, 2002) <br /> Highest GRO Concentration this Period: 8,500 IL MW-4 <br /> Highest Benzene Concentration this Period: 1,900 pg/L_(MW-4) <br /> Highest MTBE Concentration this Period: 32,000 ugIL(MW-8) <br /> Number of System Shutdowns This Period: 0 <br /> DISCUSSION: <br /> At the time of the second quarter 2004 monitoring event, groundwater elevations had increased between <br /> 0.07 and 0.52 feet since the previous sampling event (March 4, 2004). Depth-to-water measurements <br /> were corrected to mean sea level (MSL) and used to construct a groundwater elevation contour map <br /> (Figure 3). Wells MW-9 and MW-10 are screened in a deeper portion of the water-bearing zone and were <br /> not used in contouring. The water level in well MW-5 appeared to be influenced by the remediation <br /> system and was not used in contouring. The groundwater flow direction on June 8, 2004, was to the <br /> northeast at a gradient of 0.0013 ft/ft, consistent with historical conditions. <br /> REMEDIATION SYSTEM STATUS <br /> System DescriptiOn <br /> The C-SpargeTM system, manufactured by KVA�, consists of a control panel (ozone generator, air <br /> compressor, and tubing manifold), and strategically located injection points (IW-1 through IW-5, see <br /> Figure 2) used to inject low concentrations of ozone into groundwater. In addition, the control panel also <br /> has a programmable timer that limits the amount of ozone injected into each injection point. The system <br /> injects a timed pulse of ozone at low flows and low pressures (10-30 psi) to each of the five injection <br /> points in a sequence. The ozone dissolved in groundwater is expected to oxidize petroleum hydrocarbons <br /> into carbon dioxide and water, and any un-reacted ozone will degrade to dissolved oxygen, which is likely <br /> to enhance natural biodegradation of residual petroleum hydrocarbons. <br /> System Operation Details <br /> The C-SpargeTM system was started on December 26, 2002. The C-SpargeTM control panel was <br /> programmed and scheduled to inject ozone cyclically into each injection point for 14 minutes. Based on <br /> i <br /> this programming, each injection point will have ozone injection in 18 cycles for 4.2 hours every day, <br /> During the second quarter 2004 (between April 5, 2004 and June 28, 2004), a Stratus technician <br /> conducted five site visits to collect field parameters and laboratory parameters and to conduct operation <br /> PABp-Arco for URS\54691Quarterly120041Areo_5469_2Q04.doc 5rRATV5 <br />
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