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ARCHIVED REPORTS_XR0008332
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541936
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ARCHIVED REPORTS_XR0008332
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Last modified
5/18/2020 12:34:06 PM
Creation date
5/18/2020 11:04:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008332
RECORD_ID
PR0541936
PE
2957
FACILITY_ID
FA0006149
FACILITY_NAME
RANCH MARKET
STREET_NUMBER
23569
Direction
S
STREET_NAME
SANTA FE
STREET_TYPE
RD
City
RIVERBANK
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
23569 S SANTA FE RD
QC Status
Approved
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EHD - Public
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The SVE system removed approximately 283 9 pounds of TPHg, 4 5 pounds of benzene, and 0 1 <br /> pounds of MTBE during the reporting period The SVE system operational and analytical data <br />' including hours of operation, applied vacuum, flow rate, field PID data, influent TPHg and benzene <br /> concentrations, and mass removal data are presented in Table 2 <br /> MTBE removal data are presented in Table 3 A summary of the emissions data is presented in <br /> Table 4 SVE well data, including open/closed status, vacuum, flow, and PID data are presented in <br /> ITable 5 Graphical presentation of influent concentration and TPHg and benzene mass removal data <br /> are shown on Figures 6 and 7, respectively Copies of the O&M field notes are included in <br />' Appendix A Influent and effluent vapor sample laboratory analytical reports are included in <br /> Appendix B <br />' As shown in Figure 6, the SVE system influent contaminant concentrations have demonstrated a <br /> declining trend since September 2002 A detail of this figure (presented as Figure 6A) shows the SVE <br /> influent concentrations from July 2003 to April 2005 Trend lines were added to the charted data to <br /> demonstrate the declining trend of TPHg and benzene The rate of decline has been slow over the past <br /> twelve months, however, the SVE System is still removing approximately five pounds per day <br /> The number of wells open to vacuum remained the same as in the previous quarter (V2, V-3, and <br /> V-6) The mass removal trend shown in Figure 7 indicates the rate of mass removal has remained <br /> fairly constant since March 2004 <br />' 3 3 2 Ozone Sparge System <br /> A skid-mounted ozone sparge system, enclosed in a shed within the remediation compound, can <br />' inject ozone into groundwater through 19 available ozone sparge wells(S-1 through S-19) located on- <br /> and offsite Sparge well S-20 was not connected to the sparge system manifold and is not used An <br /> ozone meter attached to the ozone sparge system skid will shut down the remediation system if ozone <br />' is detected at levels greater than 0 01 ppm within the shed The ozone injection manifold is set to <br /> inject ozone for 10 minutes at a time into the sparge wells It can cycle through 10 wells at 100% the <br />' maximum injection rate (one well at a time), or all 19 wells (two wells at a time) at 50% the <br /> maximum injection rate to each well Approximately 2 5 pounds of ozone can be injected into the <br /> subsurface each day at optimum ozone production Ozone production is variable dependent on <br /> atmospheric temperatures The ozone sparge system is designed to deliver at an approximate rate of 6 <br /> liters per minute <br />' The ozone sparge system operated approximately 52% of the time during the reporting period <br />' During the first month of the reporting period, the ozone sparge system operated 100% of the time <br /> Between March 7 and April 6, the system operated approximately one day a week due to automatic <br /> . shutdown by the ozone meter as described below On April 6, the system was taken off-line <br /> 1 indefinitely <br /> Project No 58643-06-01 -7- May 5 2005 <br />
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