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Description of Man Made Structure: <br />Engineering Evaluation: <br />Certified By: <br />DEN 97,636,865v1 10 -19 -11 <br />Engineering Evaluation <br />For Aaron Taylor <br />Fence <br />By Daniel Madruga, P.E. <br />CLC Associates, Inc. <br />Aaron Taylor owns a three- strand T -post wire fence which is located along the eastern edge of his <br />property, and the western edge of the New Access Road at approximately Line Stations 23 +30 to 24 +00. <br />The Taylor fence is located approximately four feet from the edge of the New Access Road. <br />I present the following engineering evaluation to mitigate or avoid any potential damage to the <br />Taylor fence. Wildcat Mining Corporation ( "Wildcat ") will construct a 4.5 foot tall, 3 foot wide, free- <br />standing gabion wall approximately 200 feet in length and parallel to the New Access Road, located <br />approximately between Line Stations 22 +00 and 24 +00, as shown on Exhibit D, Figure C4.13 and C4.94. <br />The eastern face of the gabion wall will be constructed approximately one foot from the edge of <br />the New Access Road and buried approximately 1.5 feet. In my professional opinion, construction of this <br />gabion wall structure will prevent any substantial risk of damage to the Linden fence as a result of <br />activities occurring at the Wildcat mining operation. <br />According to the AASHTO Policy on Geometric Design of Highways and Streets the average <br />height of a vehicle is 3.5 feet. The proposed wall is designed at 4.5 feet tall to provide slightly more <br />height than the average vehicle due to the fact that larger than normal vehicles are likely to use the New <br />Access Road. <br />The gabion wall will provide adequate protection of the three - strand T -post fence primarily due to <br />the weight of the wall. Per the design details shown on Exhibit D, Figure C4.94 each gabion cube will be <br />three foot tall, three foot wide and three foot deep, or approximately one cubic foot. Each cubic foot will <br />weigh approximately two tons. This will give the wall an approximate weight of 2,700 pounds per linear <br />foot of wall. This weight will be further reinforced due to the interlocking nature of the gabion walls. <br />