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ARCHIVED REPORTS XR0001535
EnvironmentalHealth
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PR0544465
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ARCHIVED REPORTS XR0001535
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Last modified
5/16/2019 1:34:48 PM
Creation date
5/16/2019 1:20:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001535
RECORD_ID
PR0544465
PE
3528
FACILITY_ID
FA0005837
FACILITY_NAME
STEFANOS GASOLINE*
STREET_NUMBER
1419
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15137016
CURRENT_STATUS
02
SITE_LOCATION
1419 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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10 September 2004 <br /> AGE-NC Project No 03-1100 <br /> Page 8 of 10 <br /> 41 SOIL DESCRIPTIONS <br /> Sandy silt, clayey silt and silt with an orange brown to grey brown color was generally encountered <br /> from surface grade to total depth of each boring Silty sand was encountered at 30 feet and 45 feet <br /> bsg,and medium-to fine-grained sand was identified below 54 feet bsg in boring OZ2 Grey brown <br /> sandy and silty clays were encountered between 30 and 35 feet bsg in boring SVE2 and between <br /> 40 and 55 feet bsg in borings OZ1 and OZ2 Grey hydrocarbon stained clay was encountered in <br /> boring OZland OZ2 at 50 feet bsg Soil boring logs are depicted in Appendix A <br /> 42 ANALYTICAL RESULTS OF SOIL SAMPLES <br /> A total of four soil samples were analyzed for the constituents listed in Section 3 1 2 No analytes <br /> of concern were detected in any of the analyzed samples Analytical results of the soil samples are <br /> summarized in Table 2 The laboratory report (CTEL Project No CT214-0312147), quality <br /> assurance and quality control (QA/QC) report and chain of custody are included in Appendix B <br /> 43 SOIL VAPOR EXTRACTION PILOT TEST RESULTS <br /> During the pilot tests on 27 and 28 January 2004,the SVE unit was operated at 1,950 to 2,375 RPM, <br /> gas flow rate ranged between 40 and 60 cfin (standard cubic feet per minute), and OV readings <br /> ranged between 400 and 2,280 ppm(Table 4) The induced vacuum measured at the extraction wells <br /> ranged from 14 to 33 inches of water <br /> During the shallow SVE pilot test (27 January 2004), the greatest induced vacuum was measured <br /> in observation well SVE2, located nearest extraction well SVE1, at 2 5 inches of water, the lowest <br /> vacuum was measured in SVE3, approximately 20 feet south of the extraction well and screened at <br /> the strati graphically equivalent interval <br /> During the deeper SVE pilot test(28 January 2004), the greatest induced vacuum was measured in <br /> observation well SVE1, located nearest extraction well SVE2, at 3 8 inches of water The lowest - - <br /> vacuum was measured in SVE3, approximately 20 feet south of the extraction well and screened at <br /> a stratigraphically higher interval Sufficient vacuum was measured in the observation wells to <br /> indicate that a vertical connection may exist across stratigraphic layers at the site <br /> AGE determined the effective SVE radius of influence by plotting the maximum vacuum measured <br /> at the observation wells during pilot testing versus the distance from the extraction well on a <br /> logarithmic scale(Appendix C),the effective radius of influence was determined by drawing a best- <br /> ,10 fit line though these data points At a vacuum pressure of 0 10 inches of water, the radius of <br /> Advanced GcoEnvironmental,Inc <br />
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