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analyses, and temporary slope stability. Site -specific response spectra will also be developed if the <br />project is to be designed using the dynamic procedure. <br />Kleinfelder will analyze the field and laboratory data obtained, perform engineering analyses, and provide <br />recommended design parameters for alternative foundation systems, including earthwork/grading, <br />shallow spread foundations, transition cut/fill systems and reinforced mat or pile/pier systems (if <br />required). The results of our field exploration, laboratory tests, and engineering analysis will be <br />summarized in a written report, prepared under the supervision of a State of California Registered <br />Geotechnical Engineer and Certified Engineering Geologist where needed. The reports will be prepared <br />in accordance with The City of Santa Ana Municipal Code and professional standards established by the <br />City, and/or federal, state, and local guidelines. <br />We understand we have responsibility for our deliverables and anticipate that our report will <br />include, at least, the following items: <br />• Vicinity map and site plan showing approximate field exploration locations <br />• Logs of borings <br />• Discussion of field exploration methods <br />• Discussion of laboratory test procedures used <br />• Results of laboratory tests <br />• Discussion of general subsurface conditions, including fill/bedrock contacts, bedrock orientation, <br />seepage and groundwater conditions, as encountered in our field exploration <br />• Discussion and evaluation of historic and recorded seismicity of the region and development of <br />geologic map and cross section, if necessary <br />• Research and review of available geologic, geotechnical and seismologic publications and maps <br />covering the site and vicinity including the California Alquist-Priolo Earthquake Fault Zones map of the <br />area <br />• A review of aerial photographs covering the site area <br />• A geologic reconnaissance of the site by engineering geologist to observe and map pertinent surface <br />features indicative of possible geologic hazards <br />• Evaluation of the researched data and discussion with conclusions regarding possible geologic <br />hazards affecting the site and the proposed project <br />• Site -specific response spectrum (if required), including review available pertinent geological and soil <br />information to develop representative soil profile for the site and to estimate the site classification in <br />order to use appropriate attenuation relationship in our analyses (site classification will be based on <br />2022 CBC) <br />• Estimating Site Class per Chapter 16A of 2022 CBC <br />• Performing probabilistic and deterministic seismic hazard analyses in order to develop site -specific <br />seismic design criteria in terms of peak and spectral ground accelerations (SMs, SM,, Sps, and Sol) for <br />the Maximum Considered Earthquake (MCE) and the Design Earthquake (DE) per Section 11.4.8 of <br />ASCE 7. The analyses use, and therefore include regional faulting and seismicity. <br />• Analysis of liquefaction potential and discussion of mitigation measures, if needed <br />• Determination of earthquake induced settlement and lateral spreading at the site, if needed <br />• Recommendations for foundation design including parameters for various alternatives, including: <br />- Shallow footings, slabs -on -grade, and subgrade preparation <br />KLE/NFELOER Nrigh! People. Night City of Santa Ana On -Call Professional Engineering Services - RFP No. 23-123 1 Page 23 <br />Soluriou. <br />