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Design Criteria <br /> <br />Topic Design Criteria for the Proposed Action <br /> 28. Sections of temporary roads with roadway gradient in Road Use <br /> excess of 12 percent or soft areas, which exhibit rutting in Permit (FSM <br /> excess of 3 inches, shall be stabilized by placing an 2733.04b <br /> adequate depth of 3-inch minus clean crushed rock. The and FSM <br /> surface of the road shall be maintained to minimize ruts 7730) <br /> and provide for sheet drainage across the roadway. <br /> 29. The USFS officer may require surfacing of temporary Road Use <br /> roads where justified by conditions or traffic volumes. Permit (FSM <br /> Roads constructed within 660 feet of a riparian area will 2733.04b <br /> be surfaced with 3-inch minus clean crushed rock. and FSM <br /> 7730), <br /> WCPH (FSH <br /> 2509.25) <br />. 30. To minimize resource impacts, road design and location Forest Plan, <br /> MCC Project <br /> Plan, WCPH <br /> (FSH <br /> 2509.25) <br /> 31. Should avoid wetlands, moist sites; avoid construction in Road Use <br /> saddles and low divides; maintain frequent dense cover Permit (FSM <br /> areas next to roads; construct roads to minimum road 2733.04b <br /> standard that will meet management objectives (without and FSM <br /> large cut slopes, fills, or straight stretches); and facilitate 7730) <br /> eventual closure (especially where roads enter drainage WCpH <br /> headwaters areas). <br /> 32. Road construction, drilling, and MDW installation Federal Coal <br /> activities are not allowed from December 1 to April 30 to Lease <br /> protect big game winter range. Federal Coal Lease Stipulation <br /> Stipulation <br /> 33. Special design, construction, and mitigation measures Forest Plan <br /> jointly developed by a USFS Interdisciplinary Team and <br /> MCC will be applied to project construction activities <br /> proposed in steep slope, moderate slope, or geologic <br /> hazard areas to minimize and control the potential for <br /> slope de-stabilization and erosion. These measures may <br /> include but will not be limited to site-specific drainage <br /> measures, limitations on slope cut/fill angles, slope <br /> construction measures (benching or slope reinforcement <br /> such as temporary gabions or barricades), and slope <br /> stabilization measures (such as geotextile or jute matting <br /> or hydromulching).