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Environmental Checklist and City of Pleasanton–10x Genomics Project <br />Environmental Evaluation Initial Study/Mitigated Negative Declaration <br /> <br /> <br />72 FirstCarbon Solutions <br />Https://adecinnovations.sharepoint.com/sites/PublicationsSite/Shared Documents/Publications/Client (PN-JN)/2148/21480024/ISMND/wp/21480024 10x Genomics Project Full Screencheck ISMND.docx <br />hazards and implementation of soils engineering and construction standards to minimize danger <br />from earthquakes; and Goal 2 Policy 5, which requires an investigation to be conducted for potential <br />geologic hazards.49 <br />With implementation of the SWPPP and BMPs, and compliance with the applicable regulations as <br />discussed in this section, the proposed project would not result in substantial erosion or loss of <br />topsoil. Impacts would be less than significant. <br />c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result <br />of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, <br />liquefaction or collapse? <br />Less than significant impact with mitigation incorporated. <br />Landslide <br />As discussed in Impact(a), above, the project site is not located in an area that is at risk of <br />earthquake-induced landslides.50 Therefore, the proposed project would not result in on-site or off- <br />site landslides. <br />Lateral Spreading <br />Lateral spreading is lateral ground movement, with some vertical component, as a result of <br />liquefaction. In effect, the soil rides on top of the liquefied layer. Lateral spreading can occur on <br />relatively flat sites with slopes less than 2 percent, under certain circumstances, and can cause <br />ground cracking and settlement. Lateral spreading is generally the most pervasive and damaging <br />type of liquefaction-induced ground failure generated by earthquakes. Because the zones of <br />potentially liquefiable soil are thin and not continuous, the potential for lateral spreading at the site <br />is considered low. <br />Subsidence <br />Subsidence is a geologic hazard that involves unnatural movement of land or earth, which results in <br />sinking or settling of the ground surface.51 According to the Geotechnical Investigation, the potential <br />for ground surface settlement at the project site is considered low.52 <br />Liquefaction <br />As discussed in Impact(a), above, some of the soils between about 30 and 50 feet BGS are <br />susceptible to liquefaction and liquefaction-induced settlement during a strong earthquake. <br />Implementation of MM GEO-1 would reduce impacts associated with seismic-related ground failure <br />and liquefaction to less than significant. <br /> <br />49 City of Pleasanton. 2009. Pleasanton General Plan 2005-2025, Chapter 5, Public Safety Element. Website: <br />https://www.cityofpleasantonca.gov/civicax/filebank/blobdload.aspx?BlobID=23899. Accessed February 2, 2021. <br />50 Forrest, T.M., Gildea, P., Flessas, M.G. 2020. Geotechnical Investigation, 10x Genomics Building 1, 1701 Springdale Avenue, <br />Pleasanton California, Figure 6, Regional Seismic Hazard Zones Map. December 3. <br />51 City of Pleasanton. 2009. Pleasanton General Plan 2005-2025, Chapter 5, Public Safety Element. Website: <br />https://www.cityofpleasantonca.gov/civicax/filebank/blobdload.aspx?BlobID=23899. Accessed February 2, 2021. <br />52 Forrest, T.M., Gildea, P., Flessas, M.G. 2020. Geotechnical Investigation, 10x Genomics Building 1, 1701 Springdale Avenue, <br />Pleasanton California, Figure 6, Regional Seismic Hazard Zones Map. December 3.