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ARCHIVED REPORTS_XR0011998
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545892
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ARCHIVED REPORTS_XR0011998
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Last modified
7/22/2020 2:51:30 PM
Creation date
7/22/2020 2:38:13 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011998
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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FP Recovered This Quarter NIA <br /> Cumulative FP Recovered to Date NIA <br /> Approximate Depth to Groundwater 43 67 to 44 47 feet below ground surface (bgs) <br /> Groundwater Flow Direction Northeast <br /> Groundwater Gradient 0 002 ft/ft <br /> INTERIM REMEDIATION SYSTEM OPERATION AND PERFORMANCE <br /> Equipment Inventory _ Ozone Injection System(Manufactured by KVAa <br /> Operating Mode Operational <br /> Reporting Period October 6,2003 through December 22, 2003 <br /> Historical Highest TPHG Concentration 55,000 4g/L(MW-6,2002) <br /> Historical Highest Benzene Concentration _18,000 4q/L(MW-8,2001) <br /> Historical Highest MTBE Concentration 85,000 gg/L(MW-6,2002) <br /> Highest TPHG Concentration this Penod 25,000 /L MW-6 <br /> Highest Benzene Concentration this Period 3,400lig/L(MW-4) <br /> Highest MTBE Concentration this Period 46,000 ug/L(MW-6) <br /> Number of System Shutdowns This Period 1 <br /> DISCUSSION <br /> Groundwater elevations have decreased approximately 0 6 to 1 02 feet since the previous sampling event <br /> (September 9, 2003) Depth-to-water measurements were corrected to mean sea level (MSL) and used <br /> to construct a groundwater elevation contour map (Figure 3) Wells MW-9 and MW-10 are screened in a <br /> deeper portion of the water-bearing zone, and were not used in contouring The groundwater flow <br /> direction on December 10, 2003, was northeast at a gradient of approximately 0 002 ft/ft Groundwater <br /> flow directions have predominantly been toward the northeast and east during previous monitoring events <br /> In addition to quarterly groundwater sampling, additional groundwater samples were collected during the <br /> fourth quarter 2003 sampling event to evaluate and optimize the performance of ozone injection system <br /> Tabulated results of groundwater elevation and analytical summary of groundwater samples collected <br /> under the ozone injection monitoring plan and quarterly monitoring program are presented in Tables 1 <br /> and 2 A discussion on the results of petroleum hydrocarbon concentrations is presented later in the <br /> remediation system status section of this report <br /> REMEDIATION SYSTEM STATUS <br /> System Description <br /> The C-Sparge m 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 /> P 1Bp-Arca for URS\5469\Quarteriy\2003\Arco_5469_4Q03 doc 5TRATUS <br />
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