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2900 - Site Mitigation Program
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PR0508012
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CORRESPONDENCE
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Last modified
5/26/2022 8:56:46 AM
Creation date
5/26/2022 8:53:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
CORRESPONDENCE
RECORD_ID
PR0508012
PE
2960
FACILITY_ID
FA0007884
FACILITY_NAME
SURLAND HOMES
STREET_NUMBER
2532
STREET_NAME
DORSET
STREET_TYPE
LN
City
TRACY
Zip
95376
APN
23830005
CURRENT_STATUS
01
SITE_LOCATION
2532 DORSET LN
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Additional Site Assessment Report and Human Health Risk Screening Evaluation <br />www.arcadis.com <br /> 5 <br />The soil samples were stored on ice in coolers. Samples collected in December 2019 and October 2020 were <br />sent to BC Laboratories, Inc., located in Bakersfield, California, a California state-certified laboratory, under <br />proper chain of custody procedures. Samples collected in February 2022 were sent to Pace Analytical National <br />Center for Testing and Innovation, located in Mt. Juliet, Tennessee, a California State-certified laboratory, under <br />proper chain of custody procedures. The soil samples were analyzed for the following analytes: <br />• Total petroleum hydrocarbons as gasoline (TPH-g) in the C5-C12 range via United States Environmental <br />Protection Agency (US EPA) Method 8015B <br />• Total petroleum hydrocarbons as diesel (TPH-d) in the C12-C22 range via USEPA Method 8015B <br />• Benzene, toluene, ethylbenzene, and xylenes (BTEX) and naphthalene via USEPA Method 8260B. <br />3.2.3 Soil Vapor Assessment <br />Dual-nested soil vapor probes were installed in three of the five borings (B-13, B-14, and B-16). Soil vapor probes <br />were not installed at the two remaining borings (B-12 and B-15) due to the presence of water. The soil vapor <br />probes were screened at depths of 4.5 to 5.0 feet bgs and 7.5 to 8.0 feet bgs. <br />The soil vapor probes were constructed using a stainless-steel weighted probe tip and screen, Teflon™ tubing, <br />and a compression cap. Each 6-inch-long stainless-steel screen was centered within a 1-foot sand filter pack. <br />One foot of dry, granular bentonite was installed above each sand filter pack followed by 1 foot of hydrated <br />bentonite. The remainder of the borehole was filled with neat cement grout as an annular seal. The probes were <br />completed with a 6-inch well box. Soil vapor probe construction diagrams are provided in Appendix C. <br />A limited soil vapor sampling event was conducted on January 13, 2020. A soil vapor sample was collected from <br />the dual-nested soil vapor probes at B-13. <br />A comprehensive soil vapor sample event was conducted on April 18, 2022, as outlined in the Work Plan (Arcadis <br />2019a). The comprehensive soil vapor sample event targeted the four existing soil vapor probes (B-8 through B- <br />11) and the three newly installed dual-nested soil vapor probes on residential properties (B-13, B-14, and B-16). <br />This represents a total of seven targeted soil vapor probe locations. <br />Soil vapor sampling was conducted at only one of the seven targeted soil vapor probe locations during 2022. <br />Arcadis was unable to locate soil vapor probes B-8 through B-11 and B-13 during the 2022 event; however, B-13 <br />was previously sampled during 2020, as noted above. Arcadis attempted to collect soil vapor samples from B-14; <br />however, field personnel encountered water in the shallow probe and downhole pressure in the deep probe that <br />exceeded DTSC guidance for sample collection. Arcadis was only able to collect a soil vapor sample from the <br />shallow soil vapor probe at B-16, including a duplicate sample. A soil vapor sample could not be collected from <br />the deep soil vapor probe at B-16 due to water observed in the probe tubing during the syringe test. <br />During the 2020 and 2022 sampling events, several quality control (QC) measures, including shut-in tests and <br />helium tracer leak tests, were performed at each probe before sampling to verify the integrity of the sampling <br />system. All samples were collected in accordance with Advisory – Active Soil Gas Investigations (Department of <br />Toxic Substances Control [DTSC] 2015). <br />A shut-in leak detection test was conducted on each sample train prior to sampling. While the port valve and <br />sample valves were left in the closed position, a syringe was used to remove approximately 25 milliliters (mL) <br />from the sample train through the purge valve to induce a vacuum of greater than 5 inches of mercury within the <br />sample train. The purge valve was then closed and the vacuum within the sample train was monitored for 2
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