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• reclaimed will be salvaged. The road surface will then be ripped, seeded <br />with the approved revegetation seed mixture and mulched. <br />Skyline Drive will be retained in its current configuration. This <br />road is necessary to provide access to private communication facilities and <br />access to the county road along the southern border of the permit area. A <br />profile of Skyline Drive is depicted on Exhibit 3.5-19. Culverts to be <br />retained in association with this road include: SKl, SK2. SK3 and SKS. <br />The Lower Moffat Road will be a light use road and consist of a <br />narrowed version of the current Lower Moffat Haulroad. This road will be <br />retained to access the lower slopes of the Moffat area and also the Moffat <br />Pond. The surfaced portion of the roadway will be narrowed to have a <br />maximum width of 20 feet. Narrowing of the road surface will be performed <br />in the same manner as described for the North Road. A profile of this <br />roadway is shown on Exhibit 3.5-11. A typical cross-section for this road <br />is shown on Exhibit 3.5-Sb. Culverts to be retained in association with <br />this road include: MAC#8, MAC#3, E6, E7 and ES. <br />The west Ridge Road will be a light use road and consist in-part of a <br />• narrowed version of the current west Ridge Haulroad as well as an extension <br />of that road to enable access to the west Ridge and Center Ridge Ponds. <br />The surfaced portion of the roadway which is coincident with the current <br />West Ridge Road will be narrowed to a maximum width of 20 feet. Narrowing <br />of the road surface will be performed in the same manner as described for <br />the North Road. A profile of this segment of the roadway is shown on <br />Exhibit 3.5-18. Specific cross-sections for this road are shown on <br />Exhibits 3.5-33, 3.5-34, 3.5-35 and 3.5-SC. The location of the cross- <br />sections is provided on Exhibit 3.5-1, Sheet 2 of 2. The extension of the <br />roadway to the ponds will also have a maximum width of 20 feet and surfaced <br />with gravel. Culverts to be retained in association with this road <br />include: C1 and C2. Additionally, a cross-over ditch will be installed to <br />route drainage from the downhill side of the road to the uphill side <br />approximately 100 ft upgradient of culvert C1. This will enable downslope <br />drainage to be controlled and released in an non-erosive fashion. Results <br />of a SEDCAD+ computer simulation of the cross-over ditch as follows: <br />a <br />• <br />TR-35 3.5-6a July 21, 1997 <br />