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<br />B. Man-made structures: <br />There aze no permanent man-made structures within 200 feet ofthe affected area ofthe <br />proposed operation. The nearest man-made structure is nearly one-half mile from the proposed <br />extraction site. <br />C. The nearest water resource is the San Acacio Stock Ditch No. 2 located approximately <br />one mile north ofthe proposed gravel pit site. The drainage ofthe gravel pit site is one mile <br />south ofthe ditch and flows towards the west parallel to the ditch. <br />D. Submittal not required for Limited impact Operations. <br />EXHIBIT C S(J <br />Mining Pfau <br />A. Estimated date of operation is Spring of 1999, pending approval of application. Ending <br />date will be Winter of 1999, possibly extending into the year 2000. <br />B. There is no substantial amount of soil suitable for support of plant growth medium since the <br />top layers consist of loamy flee sand and gravelly sand loam <br />C. There is no waste rock at the site. <br />D. The thickness ofthe deposit to mined is limited to two acres in azea. Estimated depth of <br />excavation is twenty feet. <br />E. The major components ofthe mining operation are: Existing Access from Colorado State <br />I-flghway 142. There is a gravel road from the access to the proposed excavation area. <br />There will be no structures located at the site. Excavation equipment will consist of front <br />end loader, dump trucks and screening equipment. <br />F. Dimensions of sigaiflcant disturbances aze illustrated in mining plan drawing as per Exhibit <br />E requvements. <br />G. Existing road to site is illustrated in mining plan drawing. No improvements or new roads <br />are expected to be constructed. <br />H. No water is expected to be utilized in wnjunction with the proposed operation. <br />L No ground water is expected to be encountered as a resuh ofthe excavation. There is a <br />possbility that there may be stormwater accumulations at lower elevations ofthe site. An <br />