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• <br />Table 4.2-1 CN Values <br />Type of Area ~ SEDCAD+ Classification CN Vatue <br />Undisturbed portions of the ~ Arid and Semiarid Rangelands, Oak, fair 57 <br />watershed ;cover <br />Cut slopes, Soil Guard An estimated value, between a 88 <br /> classification of a Fully Developed Urban <br /> Impervious Area of Din and Gravel Street <br /> and Roads <br />Fill slopes, bare (worst case), Developing Urban Area (No Vegetation) 91 <br />and vegetated areas subject to <br />disturbance by traffic <br />Hardstand areas and roads, Fully Developed Urban Area, Impervious 87 <br />bare soil Areas, Streets and roads, Dirt <br />Gravel hardstands and roads Fully Developed Urban Areas, 89 <br /> Impervious Areas, Streets and roads, <br />~ Gravel, Hydrologic Soil Group C <br />4.3 Hydrograph Response Shape and Lengths of Overland <br />. Flow <br />4.3.1 Hydrograph Response Shape <br />Hydrograph response shapes reflect the rapidity with which water runs off a watershed, rated <br />in SEDCAD+ as fast, medium, or slow. A slow response shape would correspond to a forested <br />area or an area with a lot of obstructions, while a fast response shape would correspond to an <br />unvegetated or poorly protected area. These ratings are for overland flow. Once overland flow <br />is surpassed, a fast rating is assigned. <br />4.3.2 Lengths of Overland Flow <br />Lengths of overland flow (sheet and rill drainage) are direct input parameters in SEDCAD-+~ for <br />sedimentology analyses, and have an indirect influences on other parameters, such as LUC. <br />Overland flows eventually collect into more concentrated flows [perhaps grass waterways (swales <br />or depressions), and on into upland gullies, streams, and rivers]. <br />4.3.3 Hydrograph Response Shape and Length of Overland Flow Parameters <br />Hydrograph response shapes and maximum permissible lengths of overland flow for the varying <br />types of ground cover and slopes considered in this analysis are presented in the following table. <br />• (Lone Pine Gulch sAEs Demonstration, 12 October 95, Page 7 of 13) <br />