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ARCHIVED REPORTS_XR0008334
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2900 - Site Mitigation Program
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PR0541936
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ARCHIVED REPORTS_XR0008334
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Last modified
5/18/2020 11:51:35 AM
Creation date
5/18/2020 11:06:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008334
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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LSauers
Tags
EHD - Public
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r <br /> 16 V3, and V6 Based on vacuum readings, flows, and PID readings no adjustments were made to the <br /> status of the operating vapor extraction wells <br />' The approximate vacuum for the SVE system during the reporting period was 89 inches of water, <br /> and the approximate flow rate was 138 cfm The average SVE system influent TPHg concentration <br /> 1 during the reporting period was 130 parts per million volume (ppmv) <br /> The SVE system removed approximately 244 pounds of TPHg, 4 2 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 /> 1 Table 4 SVE well data, including open/closed status, vacuum, flow, and PID data are presented in <br /> Table 5 Graphical presentation of TPHg and benzene mass removal and influent concentration 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 remained fairly <br /> consistent since January 2004 with an average influent TPHg concentration of 135 ppmv The <br /> number of wells open to vacuum have been reduced to wells V2, V3, and V6 The mass removal <br /> trend (Figure 7) demonstrates that mass removal is on a steady low angle incline <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 5-19) located <br /> on- and offsite Sparge well 5-20 was not connected to the sparge system manifold and is not used <br />' An ozone meter attached to the ozone sparge system skid will shut down the remediation system if <br /> ozone is detected at levels greater than 0 01 ppm within the shed The ozone injection manifold is set <br />' to inject ozone for 10 minutes at a time into the sparge wells It can cycle through 10 wells at 100% <br /> the 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 <br />' 6 liters per minute <br />' Protect No S8643-06-01 -7- February 14,2005 <br />
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