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Page 3 of 3 <br />2.3.19.Groundwater elevations taken during the investigation and estimate of high <br />groundwater elevation. <br />2.3.20.Design criteria for temporary excavations and support of temporary excavations. <br />2.3.21.Management of groundwater during construction. <br />2.3.22.Potential construction problems. <br />2.3.23.Site plan showing the location of borings. <br />2.3.24.Logs of borings. Logs shall be plotted and graphically presented showing number of <br />boring, date of boring, surface elevation, description and thickness of each soil layer <br />encountered, depth to rock, N-values, unconfined compressive strengths from hand <br />penetrometer tests, groundwater elevations, and other information and <br />inconsistencies that might affect engineering conclusions. <br />2.3.25.Copies of laboratory test results. <br />2.3.26.Chart illustrating the soil classification criteria and terminology used in the report. <br />B. PROJECT TIMING <br />1.In order to keep from affecting the design process associated with Task Order #07, the Scope of <br />Services included in this Task Order #08 was performed in conjunction with Task Order #07. <br />C. COMPENSATION <br />1.Task Order #08 shall be compensated on a Lump Sum basis for the total amount of $15,400. <br />APPROVED FOR OWNER APPROVED FOR DONOHUE <br />By: By: <br />Printed Name:Printed Name: Jeremy Roschyk, P.E. <br />Title:Title: Area Manager <br />Date:Date: December 11, 2023 <br />December 19, 2023