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Bolton & Menk, Inc. Proposal QTB182081 July 27, 2023 Page 3 necessary to our analyses, we anticipate performing six moisture content tests, two mechanical analyses (through a #200 sieve only), and one organic content test. Engineering Analyses We will use data obtained from the boring and laboratory tests to evaluate the subsurface profile and groundwater conditions, and to perform engineering analyses related to utility design and performance. Report We will prepare a report including: ■ A CAD sketch showing the boring locations. ■ Logs of the borings describing the materials encountered and presenting the results of our groundwater measurements and laboratory tests. ■ A summary of the subsurface profile and groundwater conditions. ■ Discussion identifying the subsurface conditions that will impact design and construction. ■ Discussion regarding the reuse of on -site materials during construction. ■ Recommendations for preparing utility subgrades, and the selection, placement, and compaction of fill. ■ Soil parameters for retaining systems at potential utility pits. We will submit an electronic copy of our report to you. Schedule We anticipate performing our work according to the following schedule: ■ Drill rig mobilization — about 5 weeks after authorization; anticipated September or October 2023. ■ Field exploration —1 day on site to complete the work. ■ Classification and laboratory testing — within 1 week after completion of field exploration. ■ Preliminary results — within 1 week after completion of field exploration. ■ Draft report submittal — within about 2 weeks of the completion of fieldwork. ■ Final report submittal — within 1 week of receiving comments on the draft report. If we cannot complete our proposed scope of services according to this schedule due to circumstances beyond our control, we may need to revise this proposal prior to completing the remaining tasks. BRAUN INTERTEC