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Cindy Chain-Britton Cindy Chain-Britton <br /> Page 2 of 3 Page 3 of 3 <br /> April 2,2020 April 2,2020 <br /> BACKGROUND 3. Soil Gas Well Equilibration Time, <br /> The Workplan should be revised to indicate the <br /> length of time that the newly installed soil gas monitoring wells will equilibrate <br /> The Tracy Comers Shopping Center Site(Site),also known as Quality Cleaners Tracy, prior to sampling. According to the Advisory, the establishment of equilibrium in <br /> entered into a Voluntary Cleanup Agreement(VCA)with DTSC on May 6, 2015. low permeability soils is expected to take approximately two weeks. <br /> Contaminants of Concern(COCs)currently identified include tetrachloroethylene(PCE) <br /> and benzene in soil vapor and groundwater.The PCE soil vapor plume,which is only 4. Soil Gas Analysis. The proposed soil gas analytical method, EPA Method <br /> partially delineated, is located 45 feet north from a residential community. PCE has also 82608, should be revised. As previously noted by GSU, EPA Method TO-15 is <br /> been detected in soil gas along the sewer line that runs along the western boundary of needed to fully delineate a soil gas plume and support vapor intrusion risk <br /> the shopping center,where another neighborhood is adjacent to the west. PCE evaluations because it achieves sufficiently low method detection and reporting <br /> concentrations in soil gas in this area also remain undelineated. limits to allow risk to be determined from residual contamination (Comment#3, <br /> GSU Memorandum dated March 16,2019).The Workplan should also be revised <br /> The Workplan has been submitted in response to multiple requests from DTSC for the to include the list of laboratory reporting limits and method detection limits to <br /> completion of soil vapor and groundwater contaminant delineation. The Workplan ensure they are below risked based screening levels. <br /> proposes the installation and sampling of soil vapor wells,and states a separate <br /> workplan will be submitted to address groundwater sampling and delineation. 5. Replacement of Soil Gas Wells SG-10. SG-12 and SG-13. The Workplan should <br /> be revised to provide a rationale for the replacement of soil gas wells SG-10, <br /> GENERAL COMMENT SG-12 and SG-13,and the need for this data. These three wells are located in a <br /> 60-foot by 90-foot area located between the Quality Cleaners building and the <br /> The technical approach presented in the Workplan is unlikely to provide the data souhem site boundary. Currently, there are eight other soil gas wells in this area <br /> needed to complete soil vapor delineation and should not be approved in its current (SG-11, SG-26,SG-27, SG-28, SG-29, SG-30, SG-31 and SG-32),which were <br /> form. Revisions are needed to address the following areas of technical deficiency: last sampled at the end of May 2019. The extent of the soil gas plume to the <br /> west is defined by SG-33 and proposed soil gas well SG36. The eastern extent <br /> SPECIFIC COMMENTS of the plume is defined by SG-35. Previous sampling indicates that the soil vapor <br /> PCE plume extends beyond the southern site boundary, and off-site sampling is <br /> 1. Proposed Soil Gas Well Locations on Scarlett Place. The Workplan should be needed regardless of additional on-site results. <br /> revised to relocate proposed soil gas wells SG-40 and SG-41,so that they are <br /> directly south of the known soil vapor plume on-site. SG-40 should be relocated 6. Decision Looic Regarding Data Along Western Site Boundary. Partner has <br /> approximately 40 feet to the east of the proposed location, and SG-41 should be elected to pursue a phased approach to delineate PCE soil vapor along the <br /> relocated approximately 25 feet west of the proposed location. sewer line at the western site boundary.The phased approach includes <br /> resampling, or replacement and sampling, of existing soil gas well locations <br /> 2. Soil Gas well Construction. The step-out contingency plan described in Section along the sewer line that runs north-south along the western site boundary.The <br /> 4.4.6 for encountering clay at the proposed five-foot depth interval should be installation and sampling of two new soil gas wells(SG-38 and SG-39) located <br /> revised. Cal/EPA's Advisory—Active Soil Gas Investigations(Cal/EPA, 2015) east of the sewer line will also be included in this phase of delineation. <br /> states that soil gas wells should be collected a minimum of five feet below ground <br /> surface(bgs), in a permeable layer,and a greater depth is advisable. Not included in this current phase is off-site sampling in the neighborhood west of <br /> Groundwater is encountered at approximately ten feet bgs, and the following the sewer line.The workplan should be revised to include decision logic stating if <br /> approach is warranted: the second sampling event confirms soil vapor concentrations along the sewer <br /> a. Partner should plan to log soils at each location to groundwater prior to line are above residential screening levels, with application of a 0.03 attenuation <br /> well installation. The exact depth of the soil gas probe will depend on factor,then a workplan for soil gas well installation in the neighborhood west of <br /> location-specific lithology. The screen should be placed in a permeable or the site,to provide western plume delineation,will be provided for DTSC's <br /> semipermeable stradgraphic layer above the capillary fringe. review. <br /> b. The alternative installation method described in Appendix D of the <br /> Advisory(Cal/EPA, 2015),which provides methods for well installation in 7. Number of New Monitoring Wells. Section 4.1 should be revised to state that <br /> low permeability soils should be followed. there are six new soil gas wells: SG-36,SG-37,SG-38, SG39,SG-40, and <br /> c. The step-out method described in the Workplan should only be followed if SG-41. <br /> soil gas samples cannot be collected after attempting both measures <br /> described above. <br />