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2.05.3 <br />addition to equipment mobilization, the light use road will be used by <br />contractor employees, supervisors, inspectors, fuel and service trucks and <br />some gravel and concrete delivery trucks. <br />The rail bridge will then be utilized to haul ballast, sub - ballast, unsuitable <br />material and fill material across Reed Wash from the East. Use of light use <br />road #2 will nearly cease after the rail bridge is constructed. <br />New light use roads are or will be located on ridges or on the most stable <br />available slopes. <br />No part of any light use road is located in the channel of an ephemeral stream <br />where the upstream watershed is over one square mile. The light use road is not <br />located in any intermittent or perennial streams. <br />Light use roads will be located to minimize downstream flooding. A berm will be <br />constructed at the toe of the slope of light use road #1 so run -off is directed to <br />one of the sediment ponds or an alternative sediment control structure. <br />Light use roads will not cross flowing steams, wet areas or ephemeral channels <br />where a culvert would minimize the probability of disturbance of the hydrologic <br />balance. There are two drainage culverts C -1 a and C -2a that convey flow under <br />light use road #1. There is one drainage culvert C -W1a that conveys flows <br />under the light use road #2. <br />The light use roads will be maintained adequate for the intended use of the <br />roads. A light use road damaged by a catastrophic eventwill be repaired as soon <br />as is practicable after the damage has occurred. <br />The drainage plan for the light use roads are shown on Map 16. The ditch and <br />culvert sizes, where applicable, are presented in Volume I, Exhibit 9. <br />New light use roads will be reclaimed. <br />Permit Application 2.05 -16 01/12 <br />