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ENVIRONMENT, INC. PAGE 3 <br /> L.G. EVERIST, INC. -WEST FARM RESERVOIR ADEQUACY RESPONSE 01 <br /> MAY 23, 2023 <br /> 6) Please show the locations and expected volumes of the topsoil and overburden <br /> stockpiles on the Mining Plan map. Please note that the rule requires <br /> segregation of Topsoil from Overburden and that the topsoil be maintained for <br /> use in reclamation. Stockpiles located within the floodplain should be oriented <br /> parallel to flood flows. <br /> Map Exhibit C-1 - Mining Plan Map has the approximate location of soil berms in all 4 <br /> mining Phases. Where applicable, they have been located outside the floodplain and or <br /> parallel to the river's flow as you suggested or along the roads in Phases 3 & 4. They are <br /> labeled as, "TEMPORARY GROWTH MEDIUM BERMS" or "SOIL BERM". The volume of <br /> material in each pile will far exceed the amount needed to resoil the areas around the <br /> site. Any excess material will be removed through sales or used to create liners or slopes <br /> in the reservoirs. The estimated approximate locations and volumes shown on the map <br /> may change as mining progresses. As the operations get into full swing, the plan is to <br /> replace soil as it is stripped, back on the areas that are ready for recoiling so it is <br /> handled only once. L.G. Everist, Inc. is aware the overburden and topsoil (growth medium) <br /> must be segregated. <br /> EXHIBIT D - Mining Plan (Rule 6.4.4): <br /> 7) Please describe in detail, and show on the mining plan and reclamation plan <br /> maps, how irrigation return flow from the adjacent property to the south will be <br /> preserved/conveyed to the South Platte River during and after mining of Phase <br /> 1. <br /> The plan is to relocate the irrigation return flow that enters the permit area from the <br /> Abbett Trust Farm, so it flows along the south side of the liner and connects to an <br /> existing ditch that parallels the west side of the old railroad embankment, then west <br /> along CR 32.5 to the existing culvert that crosses under the road, allowing it to return to <br /> the river north of the road. The location was shown on the Reclamation Map but I have <br /> enhanced the line so it shows better. This may also be used as the return flow for the <br /> ground water elevation drain depending on how the land slopes in the southeast corner of <br /> Stage 1. <br /> 8) If two different types of reclamation will be utilized to achieve the final interior <br /> reservoir slopes of 3H:1 V(backfill from %H:1 V to 3H:1 V vs. cut/fill) you will need <br /> to clearly specify on the mining and reclamation plan maps where each of these <br /> methods will be used and what the required bench width will be where cubfill is <br /> proposed. Please also remove the statement on P22 about mining to final slopes <br /> if this is not the proposed plan. <br /> LGE has determined they will use the backf ill method for creating the final slopes in the <br /> reservoir areas, The material to be used for this will be a combination of overburden and <br />