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ARCHIVED REPORTS_XR0010545
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0507911
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ARCHIVED REPORTS_XR0010545
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Last modified
5/8/2020 12:14:41 PM
Creation date
5/8/2020 11:32:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010545
RECORD_ID
PR0507911
PE
2950
FACILITY_ID
FA0007834
FACILITY_NAME
CIRCLE K #8671
STREET_NUMBER
8606
STREET_NAME
THORNTON
STREET_TYPE
RD
City
STOCKTON
Zip
95209
APN
07242019
CURRENT_STATUS
01
SITE_LOCATION
8606 THORNTON RD
QC Status
Approved
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LSauers
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EHD - Public
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S E C 0 R <br /> Circle K Store 08671 <br /> August 31, 2005 <br /> Page 6 <br /> collected at the beginning and end of each daily extraction period for that well This totaled <br /> to be three extraction events for SVE-1 and one for SVE-2 The highest soil vapor <br /> concentrations of TPHg, and toluene were measured while extracting from well SVE-1, at <br /> 180 parts per million by volume (ppmv), and 1 7 ppmv, respectively Benzene & ethyl- <br /> benzene were not detected in either well The highest soil vapor concentrations of total <br /> xylenes were measured while extracting from well SVE-1 at 0 33 ppmv MtBE was <br /> measured while extracting from well SVE-1 at a maximum of 4 2 ppmv For SVE-1, TPHg <br /> decreased each day during the removal, rose up after the first day, then declined to non <br /> detectable levels at the end of the test Toluene decreased after the first day and was not <br /> present in further samples Total xylenes were detected at the end of the second day for <br /> SVE-1 but were not detected at the end of the test <br /> SVE MASS REMOVAL RATES <br /> The total mass of TPHg, benzene, and MtBE removed during the test were estimated using <br /> the average combined influent vapor analytical results, average well field flow rates, and <br /> the time between each sample The calculated TPHg, benzene, and MtBE mass removed <br /> during the SVE test were approximately 0 57 pounds, 0 0028 pounds, and 0 0149 pounds, <br /> respectively The calculations of mass removal are presented in Table 5 <br /> SOIL VAPOR RADIUS OF INFLUENCE <br /> • The radius of influence (ROI) was determined graphically by plotting the average lateral <br /> distance from the extraction well to the monitoring well, versus the initial applied vacuum <br /> and resulting induced vacuums An induced vacuum greater than 0 1 in H2O provides <br /> evidence that there is a sufficient level of vacuum to induce airflow in the area (Suthan S <br /> Suthersan, Remediation Engineering Design Concepts, 1997, pp 54) Therefore, an <br /> induced vacuum of 0 1 in H2O was used to represent the theoretical minimum induced <br /> vacuum defining "influence" from the applied vacuum The distance at which a "trend line" <br /> of the data crosses 0 1 in H2O is the estimated radius of influence for each extraction well <br /> Induced vacuum readings were obtained from surrounding monitoring wells during <br /> extraction from each of the wells The average vacuum induced for each monitoring well <br /> was used for the ROI determination for each extraction well The ROI for extraction wells <br /> SVE-1 is less than approximately 13 feet, the distance between SVE-1 & MW-1S as the <br /> induced vacuum reading was 0 0 in H2O The ROI for extraction wells SVE-2 is <br /> approximately 9 feet, the distance between SVE-2 & MW-4S as the average induced <br /> vacuum reading was 1 35 in H2O <br /> CONCLUSION AND RECOMENDATIONS <br /> Based on the data collected during the SVE test, SVE technology is not effective at <br /> removing hydrocarbons from the soil beneath the site because for a small radius of <br /> influence and low mass removal rates The estimated daily mass removal rates from the <br /> well used for this SVE test range from 1 03 pounds per day of TPHg in the middle of the <br /> test to 0 25 pounds per day of TPHg at the end of the test, and 0 0298 pounds per day of <br /> • MtBE at the beginning of the test to 0 0141 pound per day of MtBE at the end of the test <br /> m <br />
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