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ARCHIVED REPORTS_SOIL AND GROUNDWATER INVESTIGATION REPORT 2008
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ARCHIVED REPORTS_SOIL AND GROUNDWATER INVESTIGATION REPORT 2008
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Last modified
9/14/2020 3:37:22 AM
Creation date
6/23/2020 3:39:54 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
SOIL AND GROUNDWATER INVESTIGATION REPORT 2008
RECORD_ID
PR0508043
PE
2960
FACILITY_ID
FA0007905
FACILITY_NAME
CHEVRON PIPELINES
STREET_NUMBER
35500
STREET_NAME
WELTY
STREET_TYPE
RD
City
VERNALIS
Zip
95385
APN
25526003
CURRENT_STATUS
01
SITE_LOCATION
35500 WELTY RD
P_LOCATION
99
QC Status
Approved
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EHD - Public
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' Soil and Groundwater Investigation Report <br /> Vernalis Offsite June 2008 <br /> ' 3.3 INVESTIGATION-DERIVED WASTE (IDW) <br /> To properly store,characterize, and dispose of IDW, SAIC conducted the following: <br /> • Placed all IDW(soil cuttings and unused soil sample,disposable sampling equipment,used <br /> personal protective equipment, and decontamination water) in 55-gallon drums. <br /> • Properly labeled, secured, and stored IDW-containing drums on site pending disposal by <br /> ' Sturgeon &Son,Inc.. <br /> 4. FINDINGS <br /> 4.1 SUBSURFACE CONDITIONS <br /> Soils at the site ranged from silty clay to poorly graded sand with silt and gravel. Boring logs, which <br /> describe Unified Soil Classification System soil characteristics; photo-ionization detector readings; and <br /> ' observations of residual crude oil in soil and/or groundwater are provided in Appendix C. Petroleum <br /> hydrocarbons were not observed in any boring. Groundwater was encountered at depths ranging from <br /> 32 to 39 feet bgs. <br /> 4.2 SOIL ANALYTICAL RESULTS <br /> Soil analytical results,PRGs, and ESLs for the COCs are summarized in Tables 1 and 2. A soil data <br /> usability discussion is included in Appendix D as Appendix D.1, and copies of the soil laboratory reports <br /> are included as Appendix D.2. Section 5.1 compares soil results to the PRGs and ESLs to assess the <br /> extent of affected soil and whether any further soil characterization is appropriate. <br /> ' 4.3 GROUNDWATER ANALYTICAL RESULTS <br /> Groundwater analytical results,ESLs, and WQOs are summarized in Tables 3 and 4. Table 5 summarizes <br /> the General Minerals analytical results. A data usability discussion is included in Appendix D as <br /> Appendix D.1, and copies of the groundwater laboratory reports are included as Appendix D.2. Section <br /> 5.2 compares the groundwater results to the ESLs and WQOs to assess the extent of affected groundwater <br /> and whether any further groundwater characterization is appropriate. <br /> 4.4 DATA USABLITY SUMMARY <br /> SAIC performed a data usability evaluation to determine whether the data could be used for the intended <br /> purposes (i.e.,delineation and risk evaluation). The evaluation determined that all analytical data are <br /> usable. See the Data Usability Summary in Appendix D.1 for more information. Qualified data with <br /> reason codes are provided in Table D-1 and are summarized in Appendix D.1. <br /> i5. DISCUSSION OF PETROLEUM DISTRIBUTION <br /> 5.1 EXTENT OF AFFECTED SOIL <br /> Soil analytical results were compared to the lowest, most conservative PRG and ESL concentrations for <br /> delineation purposes. Soil sample analytical results obtained in the course of this investigation were less <br /> than PRGs and ESLs. <br /> 5.2 EXTENT OF AFFECTED GROUNDWATER <br /> Groundwater analytical results were compared to the lowest, most conservative ESL and WQO <br /> concentrations for delineation purposes. Groundwater sample analytical results obtained in the course of <br /> this investigation were less than PRGs and ESLs,with the following exceptions: <br /> • TPHd: SB-26 and SB-33 (160 µg/L and 240µg/L, respectively); <br /> • Benzo(a)anthracene : SB-33 (0.039 µg/L); and <br /> 6 <br /> From Science to Solutions <br />
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