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Report of Geotechnical Exploration and Review <br />Fox Street Improvements, Orono, Minnesota AMERICAN <br />July 29, 2016 ENGINEERING <br />Report No. 20-14448 TESTING, INC. <br /> <br /> <br /> <br />Page 12 of 12 <br />seepage or surface runoff can potentially induce sideslope erosion or running which could <br />require slope maintenance. It is the contractor’s responsibility to provide and maintain safe <br />slopes. <br /> <br />7.3 Observation and Testing <br />The recommendations in this report are based on the subsurface conditions found at our test <br />boring locations. Since the soil conditions can be expected to vary away from the soil boring <br />locations, we recommend on-site observation by a geotechnical engineer/technician during <br />construction to evaluate these potential changes. Soil density testing should also be performed on <br />new fill placed in order to document that project specifications for compaction have been <br />satisfied. <br /> <br />8.0 LIMITATIONS <br />Within the limitations of scope, budget, and schedule, we have endeavored to provide our <br />services according to generally accepted geotechnical engineering practices at this time and <br />location. Other than this, no warranty, either express or implied, is intended. <br /> <br />Important information regarding risk management and proper use of this report is given in <br />Appendix B entitled “Geotechnical Report Limitations and Guidelines for Use.”