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EXHIBIT D MINING PLAN(CONT) <br /> and have ditches as necessary to collect runoff. Any runoff from <br /> the road will be retained on-site and allowed to soak into the <br /> ground or evaporate. The road will be maintained as needed. <br /> Maintenance roads will be built around the mining area to provide <br /> access for the farmer. The access roads will remain when recla- <br /> mation ends as they will be used to access the property. <br /> GEOLOGIC SETTING <br /> The affected lands are located along the South Platte River in <br /> a Quaternary age, Piney Creek alluvial deposit . The eastward <br /> dipping beds of upper Cretaceous age are overlain at an angular <br /> unconformity, by the Piney Creek alluvium. The sand and gravel <br /> encountered in the Piney Creek alluvium are a result of water <br /> erosion and redeposition of rock materials from the Front Range <br /> of the Rocky Mountains. The deposition of this material occurred <br /> during a time when the river was much larger than it is now. <br /> But, judging from the scarcity of large rocks found at the loca- <br /> tion, the velocity of the river must have slowed sufficiently to <br /> have dropped boulders and most large cobble before it reached <br /> this point . This type of material is typically found from south <br /> of Denver to the Colorado state line along the South Platte <br /> River. On this site only the upper 25 to 30 feet of dry material <br /> will be mined. <br /> The thickness of the mineral deposit varies from 8 to 52+ feet <br /> and the average depth on this mine is approximately 40 feet . <br /> However, at this time the plan is to mine only the above ground- <br /> water material, approximately 30 feet deep, to avoid exposing <br /> ground water to evaporation. There is a 10 to 12 inch layer of <br /> topsoil, consisting of loam and 24 to 36 inches of a clay loam to <br /> sandy clay loam overburden on top of the gravel. This alluvium <br /> is a well-sorted gravely sand and silt, predominantly granitic <br /> and quartzite material with minor amounts of gneiss, schist and <br /> sandstone. The bedrock under the surface gravel is a grey to <br /> grey black shale that is impervious . <br /> SOILSAND OVERBURDEN <br /> The SOILS MAP IN EXHIBIT 1, shows the soil types as delineated by the <br /> National Resource Conservation Service (NRCS) and was obtained <br /> from their website. The information contained in EXHIBITI/J will <br /> provide background levels for the site as reclamation begins on <br /> the entire area. The depths of the topsoil and overburden, shown <br /> in the following table were obtained from drill logs provided by <br /> the original property owner. <br /> 8 1/2 Enterprises LLC. December 9, 2025 <br /> Sasaki Pit <br /> 7 <br />