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03-20-23-WS
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03-20-23-WS
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HR Green, Inc. <br />Project B2204225 <br />October 3, 2022 <br />Page 13 <br /> <br /> <br />accordance with ASTM D2487. The Appendix includes a chart explaining the classification system we <br />used. <br /> <br />D.3.b. Laboratory Testing <br />The exploration logs in the Appendix note the results of the laboratory tests performed on geologic <br />material samples. We performed the tests in general accordance with ASTM procedures. <br /> <br />D.4. Groundwater Measurements <br /> <br />The drillers checked for groundwater while advancing the penetration test borings, and again after auger <br />withdrawal. We then filled the boreholes or allowed them to remain open for an extended period of <br />observation, as noted on the boring logs. <br /> <br /> <br />E. Qualifications <br /> <br />E.1. Variations in Subsurface Conditions <br /> <br />E.1.a. Material Strata <br />We developed our evaluation, analyses and recommendations from a limited amount of site and <br />subsurface information. It is not standard engineering practice to retrieve material samples from <br />exploration locations continuously with depth. Therefore, we must infer strata boundaries and <br />thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning <br />should expect the strata to vary in depth, elevation and thickness, away from the exploration locations. <br /> <br />Variations in subsurface conditions present between exploration locations may not be revealed until <br />performing additional exploration work, or starting construction. If future activity for this project reveals <br />any such variations, you should notify us so that we may reevaluate our recommendations. Such <br />variations could increase construction costs, and we recommend including a contingency to <br />accommodate them. <br /> <br />E.1.b. Groundwater Levels <br />We made groundwater measurements under the conditions reported herein and shown on the <br />exploration logs, and interpreted in the text of this report. Note that the observation periods were <br />relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, <br />46
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