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Geotechnical Soil Infiltration Investigation 2610 Cal Young Road, Eugene, Oregon 7 | P a g e CORE GeoEngineering, Inc. Project No. 25-1127 Version 1.0, January 23, 2026 6.0 LIMITATIONS This report has been prepared specifically for the owners and their consultants for use in the design of this project. While it may be shared in full with prospective contractors for bidding and estimation purposes, the conclusions and interpretations within should not be taken as a guarantee of subsurface conditions. It is important to note that soil and groundwater conditions can vary significantly even over short distances. Variations may exist between exploration points that may not be detected in a geotechnical study. Should site conditions encountered during construction differ significantly from those described in this report, CORE should be contacted to review and, if necessary, revise the recommendations. Adequate geotechnical monitoring, testing, and consultation should be conducted during construction to ensure that the site conditions align with those indicated by the exploration. If conditions encountered during construction differ from expectations, we will provide revised design recommendations and ensure that the geotechnical aspects of construction comply with the contract plans and specifications. Within the constraints of the project’s scope, schedule, and budget, CORE has performed these services in accordance with the generally accepted standards of geotechnical engineering and engineering geology at the time the report was prepared. No warranty, express or implied, is provided. This work did not include environmental assessments or evaluations of wetlands, hazardous substances, or toxic materials in the soil, surface water, or groundwater at the site. We appreciate the opportunity to assist with this project. Sincerely, CORE GeoEngineering, LLC. EXP 12/31/2026 Benjamin L. Cook, R.G., C.E.G. Principal Engineering Geologist