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2900 - Site Mitigation Program
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PR0543664
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Entry Properties
Last modified
2/27/2026 3:00:00 PM
Creation date
2/27/2026 2:55:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0543664
PE
2954 - USEPA - SITE PROJECT
FACILITY_ID
FA0024812
FACILITY_NAME
LAWRENCE LIVERMORE NATIONAL LABORATORY SITE 300
STREET_NUMBER
0
Direction
S
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
S CORRAL HOLLOW RD TRACY 95376
Tags
EHD - Public
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1 <br /> ttH�,ta.4satxsTwh MemoftsCh,racei, mw,zfSku wam Soil is a& AP112016 <br /> However, in some cases, samples were sullecrod at different depths within the bereholes: <br /> (p to sample soil located adjacent to metal debris, or (2) due to auger refusal at a depth <br /> shallower than 15 ❑, ere example, only two soil samples wert collectef fmm boreholes <br /> B-BOSA-302), -3036, and -3037 due to auger refusal All soil associated with metal debris was <br /> sampled and submitted for SVOCPAH, and PCB analyses. Table 1 includes the depths at which <br /> routine and duplicate sample were collected within each borehole, and the pregame of debris <br /> and/or soil staining. <br /> The Work Plan specified that a total of 40 subsurface soil samples, including 36 sail samples <br /> and four QC duplicate samples, would be collected for SVOC/PAH and PCB analysis. <br /> However, because a depth of 15 R could not be achieved in all potholes, a taw] of 35 soil <br /> samples and three QC duplicate soil samples were collected. <br /> SmUmek samples were remind in 2.5-inch (in) diameter x 6-in long boss or steel lines. <br /> One 6-in long sample was collected just above each sampling depths in each borehole nor VQC <br /> monitoring with a hand-held Organic Vapor Analyzm and was used by 0te drilling geologist to <br /> describe lithology. Two 6-in long samples were Collected at each sampling depths in each <br /> borehole for SVOCIPAH and PCB analysis. Where metal debris was encountered in the <br /> bomholes, samples from that depth were submitted for analysis. In addition,, a total of three <br /> duplicate subsurface soil samples were collected from different randomly selected boreholes for <br /> QC purposes. Each of these duplicate samples were split into two samples and placed in <br /> separate Qmpak jars once the soil had been llwmughly mixed and homogenized. Two of the <br /> splits were used for inter-laboratory comparisons and one used far lobo-laborory comparison. <br /> "I'he intm-laboratory splits were given surrogate sample identifications. <br /> All sample liners were marked and labeled (location, depth, damdime, ene.) and capped For <br /> laboratory analyse. Upon collection, the samples were placed in an use chest W maintain the <br /> required 4 degrees centigmde ("C) romped m. At the end of each day, the ice chests containing <br /> samples collated that day and accompanying chain-of-custody documentation were transferred <br /> rer for transport to the analytical labo re laboratories. Sample control and documentation we <br /> conducted in accordance with the procedures described in Appendix A of the Work Plan (Pert' <br /> a al., 2014). Analytical sample cusody and the analytical sample custody logbooks were <br /> handle) accoNirrgro LLNL SOP 42 Sample (bmral and Documentation (Goodrich and Lorega, <br /> 2012). <br /> The SVOCIPAII and PCB analytical results of the mutine and duplicate QC subsurface soil <br /> samples are discussed in Section 4. <br /> In addition to duplicate soil samples, other QC samples collected in the field included: <br /> • Trip blanks provided by the analytical laboratory that was submitted with each chainof- <br /> custody sheet. <br /> • A field blank poured at the sampling location to identify contamination that may aceur <br /> during the sample collection process. <br /> • lquipment (ragged blanks collected during the equipment decontamination prvselure. <br /> The analytical results for these additional Held QC samples are discussed in Section 3.5. <br />
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