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<br />The access haulroad was surfaced with gravel to form a durable road surface. The gravel characteristics conform <br />to the following specifications: <br />Screen Size <br />1?/z inch <br />1 inch <br />3/8 inch <br />No. 4 mesh <br />No. 10 mesh <br />No. 40 mesh <br />*No. 200 mesh <br />Material Passine <br />100% <br />75-90% <br />40-75% <br />30-60% <br />20-45% <br />15-30% <br />5-15% <br />*The fraction passing the No. 200 mesh shall not be greater than two-thirds of the fraction passing the No. 40 <br />mesh. <br />Acid and/or toxic forming substances were not used in the road surfacing. <br />Vegetation was cleared for no more than the width needed for the roadway and drainage control. <br />A cross-section and centerline profile of the access/haulroad is shown on Map 30, Road Profiles and Cross- <br />Sec[ions. Grade and pitch requirements were no[ exceeded in road design or construction. <br />Embankment materials utilized conformed to applicable standards. No excess or unsuitable material from <br />excavations was encountered. No acid and toxic-forming materials were encountered during embankment <br />construction. Construction activities of the access/haulroad were conducted in accordance with the approved <br />• permit C-82-056. As-built P.E. certification for [his access haulroad may be found in Exhibit 25, As-built <br />Certifications of Access/Haulroad and Haulroad. <br />II. Haulroad <br />A haulroad was constructed to connect the TCC haulroad with the CYCC haulroad B. The location of [he haulroad <br />is shown on Map 24, Surface Facilities. The centerline road profile and typical cross-section are shown on Map <br />30, Road Profiles and Cross sections. <br />Road design specifications are as described below and comply with Rule 4.03.1, Haul Roads. the planned activity <br />will not be conducted within 100 feet of a public right-of-way of any public road and will not require relocation of <br />a public road. <br />Drainage ditches have been constructed at the toe of all cut slopes formed by the construction of the haulroad with <br />relief cross drains spaced according to the grade. The road is crowned to prevent ponding of water. Surface dips <br />have been used in conjunction with the ditches to control erosion where required by Rule 4. <br />• <br />PR 03-06 2.05-67 05/05/04 <br />