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ARCHIVED REPORTS_XR0012001
Environmental Health - Public
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0012001
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Last modified
7/22/2020 2:55:36 PM
Creation date
7/22/2020 2:40:38 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012001
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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• Groundwater Flow Direction Northwest and Radial Flow(at well MW-5) <br /> Groundwater Gradient 0 008 to 0 0038 ft/ft <br /> INTERIM REMEDIATION SYSTEM OPERATION AND PERFORMANCE <br /> Equipment Inventory Ozone Injection System (Manufactured by KVel _ <br /> Operating Mode Operational <br /> Reporting Period April 5,2005 through June 29, 2005 <br /> Historical Highest GRO Concentration 55,000 pg/L(MW-6, 2002) <br /> Historical Highest Benzene Concentration 18,000 pg/L(MW-8, 2001) ^ <br /> Historical Highest MTBE Concentration 85,000µg/L(MW-6, 2002) <br /> Highest GRO Concentration this Period <25,000 pg/L(MW-8) <br /> Highest Benzene Concentration this Period 30 /L MW-4 <br /> Highest MTBE Concentration this Period 18,000µgIL(MW-6&MW-8) _ <br /> Number of System Shutdowns This Period 0 <br /> DISCUSSION <br /> At the time of the second quarter 2005 monitoring event, groundwater elevations had increased between <br /> 1 34 and 2 39 feet in all wells since the previous sampling event (March 16, 2005) Depth-to-water <br /> measurements were corrected to mean sea level (MSL) and used to construct a groundwater elevation <br /> contour map (Figure 3) Wells MW-9 and MW-10 are screened in a deeper portion of the water-bearing <br /> zone and were not used in contouring The groundwater flow direction in the vicinity of wells MW-7 and <br /> MW-8 was generally to the northwest at an average gradient of 0 008 ft/ft Radial flow at gradients of <br /> 0 0033 to 0 0038 ft/ft was also observed centered around a groundwater low near well MW-5 Radial and <br /> northeast groundwater flow has been observed at this site during previous quarters <br /> REMEDIATION SYSTEM STATUS <br /> System Description <br /> The C-Sparge"' system, manufactured by KVe, 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-SpargJm 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 /> this programming, each injection point will have ozone injection in 18 cycles for 4 2 hours every day <br /> During the second quarter 2005 (between April 5, 2005 and June 29, 2005), a Stratus technician <br /> �i conducted six site visits to collect field and laboratory parameters, and to conduct operation and <br /> K\Bp-Arco for URS\5469\Quarterly\2005\Arco_5469_2Q05 docPage 3 of 6 STKATUO <br />
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