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PC-2025-16
City of Pleasanton
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PC-2025-16
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CITY CLERK
CITY CLERK - TYPE
RESOLUTIONS
DOCUMENT DATE
7/23/2025
DESTRUCT DATE
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<br />Hana Japan Steak House 5150.100.001 <br />11991 Dublin Canyon Road November 11, 2024 <br />RESPONSE TO COMMENTS Page 2 <br /> <br />Comment 2 Fault Exploration Report, Conclusions and Recommendations: <br />a. Based on the mapped fault location by Hart (1981) and others, and the lack of existing subsurface <br />information in this area of the Site within the Alquist-Priolo Earthquake Fault Zone (AP Zone) for <br />the Calaveras Fault, we do not consider a setback distance of 25 feet for structures intended for <br />human occupancy to be adequate based on the amount of subsurface uncertainty at the <br />southwest edge of the Site. The consultant should provide reasoning why a smaller setback <br />distance was recommended from a potential fault trace in an area with limited subsurface <br />information. <br /> <br />b. Clearer recommendations should be provided for addressing the potential for secondary ground <br />deformations. <br />c. Please define the term “a few inches” when discussing secondary ground deformations. Perhaps <br />provide a range of possible values. <br /> <br />ENGEO Response to Comment 2 <br />a. We discuss the previous fault studies in Reference 1, and this includes a discussion that the <br />possible presence of a secondary trace of the Calaveras Fault is based on geomorphic features <br />and not identified by trenching to the north or south. This fault, if present, would constitute a <br />secondary fault splay that diverges from the main trace and is significantly shorter than the main <br />traces of the fault. As such, we opine that a 25-foot setback is appropriate. <br />b. We will add a section as an update to Reference 2 (Reference 2 update). Our recommendation <br />will comprise recommendations to use ties between isolated footings or a mat foundation. <br />c. We opine that secondary displacement, if any, would be less than 4 inches of offset. <br /> <br />Comment 3 Fault Exploration Report, Figure A1 (Trench Logs T-1 through T-3): <br />At approximately Station 0+52 in exploratory trench ET-1, apparent bedding with a strike of N15°W <br />and dip of 65°W was encountered between sandstone, siltstone, and conglomerate. This apparent <br />bedding attitude is not consistent with the apparent bedding documented within the exploratory <br />trenches at the site (majority are striking further west and dipping to the east). Given the strike of the <br />Calaveras Fault at the Site and the inconsistency with local bedding noted in the other exploratory <br />trenches, the consultant should provide a discussion and reasoning as to why this potentially <br />anomalous bedding attitude is not considered potentially fault-related. <br /> <br />ENGEO Response to Comment 3 <br />The strike and dip of the apparent bedding at the station identified by BSK is not inconsistent with the <br />variability of strike and dip in localized areas observed in structurally complex areas such as this, as <br />is reflected in the Regional Geologic Map of this area. Furthermore, a fault trace, if present at this <br />location, would have been encountered by the other overlapping trenches performed at the site. <br /> <br />Comment 4 Geotechnical Report, Section 1 (Introduction): <br />This section of the Geotechnical Report states that finished floor elevations are anticipated to be <br />385.5 feet above mean sea level (MSL). However, according to Sheets C3 through C5 of the project <br />plans, the finished floor is shown as 382 feet MSL. ENGEO should evaluate whether this is a concern <br />or not given that perched groundwater was encountered as shallow as 379.5 feet MSL according to <br />the Geotechnical Report. <br /> <br />
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