Geotechnical Engineering Report 12 10 2024 submission

Mavis Store #2296 December 10, 2024 ECS Project No. 44:2100 Page 4 SUBJECT DESIGN INFORMATION / EXPECTATIONS Building Footprint 7,700 square foot in plan view # of Stories 1-story above grade (no below grade levels) Usage Tire Service Facility Column Loads 50 kips Wall Loads 3 kips/linear foot Floor Elevation (FFE) Assumed within 1 to 2 feet of existing grade We understand an allowable soil bearing pressure of 3,000 pounds per square foot (psf) is desired for shallow foundations as preferred by Mavis for its typical single-story, masonry block and steel-framed building. No specific details regarding the anticipated structural loads to be supported by foundations, or proposed ground-level finished floor elevation (FFE) were provided to ECS. However, we anticipate the ground-level FFE for the new store building will be similar to current ground surface elevation and minimal cuts or fills, on the order of 1-foot or less, will be required for site development.