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_DEIR
City of Pleasanton
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ITEM 5 EXHIBIT A
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City of Pleasanton—Hidden Canyon Residences and Preserve <br />Draft EIR Geology, Soils, and Seismicity <br /> <br /> <br />FirstCarbon Solutions 3.6-11 <br />https://adecinnovations.sharepoint.com/sites/PublicationsSite/Shared Documents/Publications/Client (PN-JN)/2148/21480016/EIR/3 - Draft EIR/21480016 Sec03-06 Geology.docx <br />As such, the Updated Geotechnical and Geologic Report identified low potential of liquefaction for <br />the main development area and a moderate to high liquefaction potential for development on the <br />northeast corner of the project site. <br />Slope Disturbance <br />Slope disturbance from long-term geologic cycle of uplift, mass wasting, intense precipitation or <br />wind, and gravity can result in slope failure in the form of mudslides and rock fall. The project area is <br />seismically active with known faults; however, the project area does not contain active faults that <br />would cause geologic uplifting. Mass wasting refers to a variety of erosional processes from gradual <br />downhill soil creep to mudslides, debris flows, landslides, and rock fall—processes that are <br />commonly triggered by intense precipitation or wind, which varies according to climactic shifts. <br />Often, various forms of mass wasting are grouped together as landslides, which are generally used to <br />describe the downhill movement of rock and soil. Soil creep is a long-term, gradual downhill <br />migration of soil under the influence of gravity and is generally on the order of a fraction of an inch <br />per year. These soils can creep away downslope sides of foundations and reduce lateral support. <br />The City of Pleasanton is located within the Tri-Valley region in Alameda County, expanding from the <br />City of Dublin in the north to the City of Livermore in the east, with elevations ranging from <br />approximately 320 to 600 feet AMSL that separates Mt. Diablo to the north from the Diablo Ranges <br />to the south, while the East Bay Hills borders the Tri-Valley to the west. Most of the urbanized areas <br />in Pleasanton are situated in the Tri-Valley on flat terrain and are not located in a CGS Zone of <br />Required Investigation for seismic landslide hazards. Areas that are more susceptible to landslides <br />within the municipality that are delineated in Zones of Required Investigation by the CGS are areas <br />of higher elevation located south and southeast of Bernal Avenue, and on the eastern aspect of the <br />East Bay Hills west of the Calaveras Fault line and Foothill Road.20 <br />The project site is located adjacent to the western limits of the City and on the eastern side of the <br />East Bay Hills. The CGS identifies areas of the northern and southeastern portions of the project site <br />to be within a State-designated Landslide Zone of required investigation; see Exhibit 3.6-2. The <br />project site is transected by a ridgeline striking in a westward direction with the highest point in <br />elevation approximately 743 feet AMSL on the far northwestern side of the project site. The ridgeline <br />produces two slopes with northeast and southeast aspects that are 200 feet in height with a <br />moderately steep incline. The northeast aspect of the slope faces toward Dublin Canyon Road and I- <br />580 consisting of scattered vegetation at the higher elevations and dense trees toward the lower <br />elevations along Dubin Canyon Road. The southeast aspect contains steeper slopes covered with <br />annual grasses and consists of gullies on the eastern side of the project site that drains into Devany <br />Creek where vegetation becomes denser. The Geotechnical Review prepared by Ninyo & Moore on <br />February 12, 2025, indicates that the far western end of the northeast aspect of the ridgeline has a <br />relatively high susceptibility to landsliding but concluded no landslide to be present; the southeast <br />aspect of the ridgeline contains four shallow landslides within colluvium-filled gullies above Devany <br />Canyon generated from seasonal downhill creep of surficial colluvial soils indicating potential slope <br />instability.21 <br /> <br />20 California Department of Conservation. 2025. Earthquake Zones of Required Investigation. 2025. Website: <br />https://maps.conservation.ca.gov/cgs/informationwarehouse/eqzapp/. Accessed February 25, 2025. <br />21 Ninyo & Moore. 2025. Update Geotechnical Review Hidden Canyon Residences and Preserve, Dublin Canyon Road, Pleasanton, <br />California. February 12, 2025.
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