251203_42 ERW_Stormwater Report

Table 2. Summary of In-Situ Infiltration Tests. Location ID Test Depth (ft) TP-101 3 TP-102 3 Soil Description Test Type Measured Field Intake Rate (in/hr) Silt Loam Single Ring 2.2 in/hr Silt Clay Loam Single Ring 30 in/hr (see logs for full description) Closing The data presented in this report is based on field observations. The number, location, and depth of the explorations were completed as requested by the project team. Limitations This data report and all supporting documentation have been prepared exclusively for the use of Waystone Realty LLC pursuant to the Agreement between Colliers Engineering & Design (DBA Maser Consulting) and Waystone Realty LLC. All provisions set forth in the Agreement and the General Terms and Conditions attached thereto are incorporated herein by reference. No warranty, express or implied, is made herein. The field observations and data contained in this report are based on limited exploration of the subsurface at the referenced project site, at the locations and depths indicated in this report. The explorations indicate subsurface conditions at the specific locations, depths, and times explored. This report is intended to serve as a data report. CED is not responsible for any claims, damages, or liability associated with interpretation of subsurface data or reuse of the subsurface data or engineering analysis without the expressed written authorization of CED. This data report and related documentation are instruments of service. The subject matter of this data report is limited to the facts and matters stated herein. The scope of this subsurface exploration did not include geotechnical interpretation or evaluation of the findings, or investigation or evaluation of any environmental issues, such as wetlands, or hazardous or toxic materials on, below, or in the vicinity of the subject site. Any statements in this report or supporting documentation regarding odors or unusual or suspicious items or conditions observed are strictly for information only GEOTECHNICAL DATA REPORT | November 25, 2025 Page 3