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North Oaks Company LLC <br />Project B2402335 <br />August 22, 2024 <br />Page 5 <br />■ Performing 16 standard penetration test (SPT) borings, denoted as ST-1 to ST-16, to nominal <br />depths of 14 1/2 to 21 feet below grade across the site. Borings ST-1 and ST-2 were not <br />drilled due to soft ground conditions. <br />■ Performing laboratory testing on select samples to aid in soil classification and engineering <br />analysis. <br />■ Preparing this report containing a boring location sketch, logs of soil borings, a summary of <br />the soils encountered, results of laboratory tests, and preliminary recommendations for <br />structure and pavement subgrade preparation and the design of foundations, floor slabs, <br />exterior slabs, utilities, stormwater improvements and pavements. <br />B. Results <br />B.1. Geologic Overview <br />We based the geologic origins used in this report on the soil types, in -situ and laboratory testing, and <br />available common knowledge of the geological history of the site. Because of the complex depositional <br />history, geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the <br />geologic history for the site. <br />B.2. Boring Results <br />Table 5 provides a summary of the soil boring results in the general order we encountered the strata. <br />Please refer to the Log of Boring sheets in the Appendix for additional details. The Descriptive <br />Terminology sheet in the Appendix includes definitions of abbreviations used in Table 5. <br />I 'T"111 k <br />INTERTEC <br />