13026 Resubmission

Geotechnical Engineering Investigation Report JMA02P003.05- 08/19/2025 262-270 Main St No. 4 30-60 No. 200 0-10 Structural fill material should be placed in loose lifts not exceeding eight (8) inches in height and be compacted to at least 95 percent of its Modified Proctor Density in accordance with ASTM D1557. 5 Limitations Hudson Engineering notes that the findings and recommendations presented within this Report are based on a limited investigation program conducted in March 2022, laboratory testing, and our engineering judgment. Should further investigations, testing, or revised concept plans reveal new information, Hudson Engineering should be given the opportunity to revise our recommendations as necessary. 6 Bibliography Interior vs. Exterior Foundation Drains National Geologic Map Database2004 National Geologic Map Database2011 7