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protected by riprap. The location of the power pole is within <br />this group of trees and will not have to be moved as a part <br />Phase II excavation. <br />3. There are no permanent man-made structures associated <br />with the bridle-Path Easement. Although reference is made to <br />this easement in both the Warranty Deed and the Title Insurance <br />Policy, additional research shows that any claims to the bridle <br />F'ath were relinquished in the original sale of the property. <br />(See attached Deed from Gaylon boyd to harry baird, predecessor <br />in title to h:lein and Zanett). The bridal-Path Easement has <br />been deleted from the revised Er. hi bit E - Map. <br />4. Three monitoring wells have been constructed in the <br />locations indicated on the revised Exhibit E - Map. Attached <br />is correspondence with the State Engineer's Office regarding <br />the wells. Please refer to the enclosed Buckhorn Geotech <br />analysis dated February 10, 199^c. <br />5. Disturbances to the quality of water will 6e slight, <br />based upon the following: <br />a. Mining activity will-be conducted with <br />rubber-tired equipment, outside of the active <br />channel of the river. <br />b. Stockpiles will not be required since the <br />er.cavated material will be loaded directly into <br />trucks and hauled off site. <br />c. The streambed material is naturally coarse, with <br />very little silt-sized material present. Silt, as a <br />clastic sediment, is defined in "Dictionary of <br />Geological Terms", with most of the particles <br />between 1/16mm and 1/256mm in diameter. A screen <br />analysis of typical material in the deposit was <br />performed on February 2, 1992 with the following <br />results: <br />Screen Size Weioht Percent <br />? 1" 57.9% <br />1/16"-5/8" 22.9% <br />{ 1/16" 9.5% <br />With less than ten percent of the material passing a <br />10-mesh sieve (1/16"), very little material in the <br />sample would be as small as 1/lbmm (1/406") which <br />would pass a 200-mesh sieve and be classified as <br />silt. <br />d. Once Phase I mining has been completed, riprap <br />placed in the Phase I locations and the rail/wire <br />~ structure constructed along the south boundary of <br />the permit area, the river will be diverted into the <br />Fhase I excavation area. The er.isting berm will 6e <br />cut at the location shown on Exhibit E - Mining Plan <br />~ and a temporary diversion constructed with native <br />j alluvium, similar to the er.isting berm. A small <br />i <br />Page 2 <br />