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<br />be outlined by a similar method. A corner post will be set at each of the four corner <br />boundaries of the stockpile azea, and steel posts will be set every 50 feet in between the <br />comer posts, so that we will remain inside of our designated stock pile area. <br />We will have a 5 foot setback from the edge of our permitted azea. The slope will be <br />maintained doing it on the side so as not to lose a lot of room inside the pit area. The <br />slope will be constructed as we go at a 3 to 1 slope with corner post being set at each of <br />the four boundary corners and steel posts placed every 50 feet in between to clearly mark <br />the boundary area. By doing it this way it will allow a minimal amount of work at such <br />time that any reclamation needs to be done. It will also make it less costly since we plan <br />to reclaim each phase as we go. <br />The berm area outside the excavation area is revegetated with grasses and weeds which is <br />typical of and area with lots of water around. Since this rechazge/gravel pit will be a <br />permanent fixture no revegetation would be necessary in the water surface area, because <br />we would always need to put water back into the ground as noted m ow agmentation plan <br />for the state for our farm. The slope inside the recharge pit will be 2 to 1 and the North <br />pit will be 3 to 1. All roads built and shown on design drawings will always remain for a <br />part of the farming process. <br />The berm will be 3 to l on the outside edge and 2 to 1 inside the rechargeJgravel pit area. <br />North pit will have topsoil put back down at such time of reclamation and be reseeded. <br />Hopefully this will answer you questions. If not please call me to we can get any <br />unanswered portions taken care of <br />Thank, u, G~-~~~ ~ /~ <br />Cs~'~ `-'c--- <br />Kim Gonzales, Secretary <br />Crites Construction <br />Crites Sand and Gravel <br />