Geotechnical Engineering Report Addendum No 1 Results of Testing 01 29 2025 submission

Photograph 7 (Top left): TP-05: 10 inches of asphalt underlain by gravel. Wires, large gravel, cobble, and brick encountered between 1.0 and 3.0 feet below ground surface. Photograph 8 (Top right): TP-05: Reddish brown Silt and Sand Loam encountered between 3.0 and 9.0 feet-below ground surface. Photograph 9 (Bottom left): TP-05: Fill encountered. Mavis #2296 – Additional Infiltration Testing SELECT PROJECT PHOTOGRAPHS 460 Prospect Avenue West Orange, NJ ECS Project 44:2100-A January 23, 2025 Mavis Tire Supply, LLC