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<br /> <br />Page 2 of 4 <br />increase in student population due to new home development is normally addressed by the <br />school district. The school district includes City input when evaluating its school boundaries <br />and when developing its school modifications. Similarly, PUSD input is incorporated into the <br />City’s housing element update and other projects that could impact the student population. <br /> <br />3: Has the developer (either independently or through the CEQA process) completed <br />geotechnical work to explore issues related to soils and stability in an area previously <br />used for mining? <br />Yes. Section 3.6 of the Draft Environmental Impact Report (DEIR) as prepared by Alameda <br />County for Arroyo Lago discusses "Geology and Soils". This discussion was based on two <br />reports prepared by ENGEO dated April 16, 2024 (revised June 27, 2024) and May 18, <br />2023. The ENGEO reports also reference earlier reports by other qualified consultants that <br />date back to 2007. The ENGEO reports specifically evaluated soil conditions within the <br />boundary of Arroyo Lago, but did not evaluate vacant land east of Arroyo Lago where the East <br />Lakes subdivision is proposed. <br /> <br />The ENGEO reports describe the prior use of the property as a mining quarry with open pit <br />excavations and dirt access roads. The northern pit extended 160 feet below the ground <br />surface and was later backfilled in 1993. The southern pit extended 50 to 70 feet below the <br />ground surface and was backfilled in 2013. The backfilling was performed according to a <br />Surface Mining Permit Reclamation Plan issued by Alameda County, although the type of soil <br />material used, and the method of placement/compaction, was not well documented. <br /> <br />To make the property suitable for residential construction, ENGEO recommends a "surcharge <br />program" be employed to compress the soil in the vicinity of the former pits. The surcharge <br />program relies on additional soil placed on top of building pads to force settlement in advance <br />of home construction. Although the depth of additional soil varies by location, up to 14 feet of <br />soil could be placed atop building pads for a duration of up to a year. The settlement will be <br />monitored by regular surveying until the desired settlement is achieved. This additional soil <br />would then be removed and off-hauled. <br /> <br />ENGEO also evaluated other potential issues such as expansive soil, earthquake faulting, and <br />liquefaction. The soil at the property contains expansive clay which is common in <br />Pleasanton. Seasonal fluctuations in moisture content have been addressed with specific <br />recommendations for the home foundations to guard against soil expansion/contraction. <br />Earthquake faults, while prevalent in California, are not specifically relevant at the property <br />given the distance to the nearest known fault; liquefaction, which can cause sudden settlement <br />of the soil during a seismic event, is unlikely to occur given the depth of groundwater and <br />cohesion of the soil. <br /> <br />As a result of ENGEO's analysis, the DEIR includes Mitigation Measure MM GEO-1 which <br />requires the developer to prepare an updated design-level geotechnical exploration and <br />assessment. The recommendations from the assessment shall be implemented during <br />construction including grading and excavation. By implementing this mitigation measure, the <br />environmental impact associated with the geology and soils at the property is reduced to less <br />than significant. <br />