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Expansive Soil <br />The Certified EIR stated that the Overlay Zone is greater than 200 acres in size, and as such, <br />does not contain uniform soil types throughout the Overlay Zone area. In addition, because <br />implementation of the Overlay Zone does not identify specific development projects within the <br />Overlay Zone, it would be inconclusive to classify the entire Overlay Zone as having a particular <br />expansive soil potential because different soil types have varying degrees of expansion potential. <br />Consequently, additional tests should be conducted at each future project site to determine the <br />expansion potential of the near surface materials that may influence the structural elements of <br />the projects. Final design recommendations should be based on the results of those tests. It was <br />determined that with implementation of Mitigation Measure MM-OZ 4.5-2, appropriate <br />construction standards will ensure that impact of expansive soils on future development will be <br />less than significant. <br />Septic Tanks <br />The Certified EIR stated that the City is almost entirely built out with established utility services <br />and new development would not require the use of septic tanks. For this reason, it was determined <br />that there will be no impact related to the capacity of soils to support septic tanks or other <br />alternative wastewater disposal systems. <br />Paleontological Resources <br />The Certified EIR stated that the Overlay Zone area is not known to contain documented <br />paleontological resources. Plant and animal fossils are typically found within sedimentary rock <br />deposits. Given the geology of the Overlay Zone area, it is unlikely that unknown paleontological <br />resources would exist within the Overlay Zone. In addition, the Overlay Zone area has already <br />been subject to extensive ground disturbance and development. Any superficial paleontological <br />resources that could have existed at one time have likely been previously unearthed by past <br />development activities. While not anticipated, the remote potential remains for intact <br />paleontological resources to exist at deep levels. It was determined that implementation of <br />Mitigation Measure MM-OZ 4.4-4 will reduce any potential impacts to less -than -significant levels. <br />Mitigation Measures <br />MM-OZ 4.5-1 During project -specific building design of future development in the Overlay <br />Zone, site -specific geotechnical studies shall be conducted under the direct <br />supervision of a California Registered Engineering Geologist or licensed <br />geotechnical engineer to assess detailed seismic, geological, soil, and <br />groundwater conditions at each construction site and develop <br />recommendations to prevent or abate any identified hazards. The report shall <br />specify foundation recommendations to ensure issues associated with <br />underlying soils are addressed. Construction of the project shall comply with <br />all recommendations in the geotechnical report. The study shall follow <br />Cabrillo Town Center City of Santa Ana <br />Technical Memorandum August 2023 <br />City Council 18 — 536 10/3/2023 <br />