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Two Rivers Gravel Pit Mine <br /> Riverside Berm Failure Analysis <br /> and Flood Control Mitigation Plan <br /> 7ech"olooicess January 22,2020 <br /> DISCLAIMER <br /> This study is based on innovative methodology that applies a dam-breach head cutting/erosion <br /> computer model (WinDAM Q to gravel pit riverside berms. Such methodology may be <br /> unprecedented. The study methodology is based on scientific procedures and associated research, <br /> but there are no known historic events nor studies with which to compare methods and results. <br /> Analyses in this study - as with any computer modeling of natural processes -is not an exact <br /> science and claims can not be made as to its accuracy. However, results provide estimates and <br /> relative comparisons of potential for head cutting/erosion on gravel pit riverside berms. This <br /> analyses is helpful for decision making, relative comparisons, "what if' scenarios, estimating <br /> relative extent of critical head cut/erosion parameters such as berm width, head cut length, and <br /> associated depth relative to time. <br /> All services provided by Flow Technologies hereunder are provided "as is" without any warranty <br /> whatsoever. No representation or other affirmation of fact, regarding the services provided <br /> hereunder shall be deemed a warranty for any purpose or give rise to any liability of Flow <br /> Technologies whatsoever. In no event shall Flow Technologies be liable for any incidental, <br /> indirect, exemplary, special, punitive or consequential damages, under any circumstances, <br /> including, but not limited to: lost profits; revenue or savings; or the loss of use of any data, even <br /> if client or Flow Technologies have been advised of, knew, or should have known, of the <br /> possibility thereof. <br /> pg.3 <br />