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ARCHIVED REPORTS XR0011668
EnvironmentalHealth
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EL DORADO
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2900 - Site Mitigation Program
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PR0009146
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ARCHIVED REPORTS XR0011668
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Entry Properties
Last modified
7/11/2019 1:16:59 PM
Creation date
7/11/2019 11:26:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011668
RECORD_ID
PR0009146
PE
2960
FACILITY_ID
FA0004093
FACILITY_NAME
LIGHTHOUSE SCHOOL
STREET_NUMBER
222
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13910022
CURRENT_STATUS
02
SITE_LOCATION
222 N EL DORADO ST
P_LOCATION
01
QC Status
Approved
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SJGOV\wng
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EHD - Public
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�EEflSNILI,•kE11KENNpFF, INC. <br /> The laboratory analyzing the soil samples for these constituents was Superior <br /> Analytical , Inc. , a California Department of Health Services (DOHS) certified <br /> laboratory. Included in Appendix D is Superior Analytical 's DOHS certificate, <br /> as well as the chain-of-custody forms and analytical results. <br /> Soil samples were also collected from the continuous core at soil boring SBI for <br /> sieve analysis to confirm the USCS classification. The testing method used for <br /> the sieve analysis conforms to ASTM Method D422-63(A72) . The • laboratory <br /> performing the geotechnical analysis was Harding Lawson Associates (HLA) . These <br /> geotechnical results and the samples' chain-of-custody are included in <br /> Appendix C. <br /> 3.5 SOIL SAMPLING RESULTS <br /> As previously discussed, soil samples were collected from the eight soil borings <br /> and the three monitoring well borings. These samples were analyzed for BTX&E and <br /> TPH as gasoline. Selected samples from soil boring SB6 were also analyzed for <br /> TPH as diesel . Individual certificates of analysis are included in Appendix D. <br /> Table 2 summarizes the analytical soil sampling results. <br /> Soil Borings Surroundin the Former UST Excavation. <br /> Analysis of soil samples collected from borings SB1, S85, 567, SB8, and MW3 which <br /> surround the former UST excavation contained no detectable level of TPH as <br /> gasoline at all depths analyzed. Soil samples from soil boring MW1 contained no <br /> detectable levels of TPH at all depths sampled except for a depth of 20 feet at <br /> which the TPH concentration equalled the laboratory detection limit. No <br /> detectable levels of BTX&E were found in boring SBI and S85 at all depths <br /> analyzed. Low concentration levels of one or more of the BTX&E constituents were <br /> found in boring S67 to a depth of 16.5 feet, S88 to a depth of 31 .5 feet, MWI to <br /> a depth of 21 .5 feet, and MW3 to a depth of 31.5 feet indicating that some <br /> petroleum hydrocarbon soil contamination has migrated to at least those depths <br /> at their respective locations. <br /> Analysis of soil samples from boring MW2 indicates low levels of petroleum <br /> hydrocarbon constituents above and below a depth of 16,5 feet. However, at a <br /> depth of 15.5 feet, high concentrations of toluene, ethylbenzene, xylene, and TPH <br /> as gasoline were detected. This contamination is present in a silty sand layer <br /> and indicates that the soil contamination may have migrated off-site to the north <br /> of the former excavation. <br /> Soil_ Borings Within the Former UST Excavation <br /> Analysis of soil samples collected from borings SB2, SB3, and SB4 drilled within <br /> the excavation found TPH as gasoline concentration levels ranging from non detect <br /> to 5, 100 mg/kg. SB2 contained relatively low concentrations of TPH as gasoline <br /> (7 mg/kg) at a depth of 11.5 feet and non-detect at a depth of 2I .5 feet. SB4 <br /> contained a high concentration of TPH as gasoline at a depth of 11 .5 feet (2000 <br /> mg/kg) and relatively low concentrations of TPH as gasoline (10 mg/kg or less) <br /> J 14 <br /> t <br />
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