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ROAD EROSION PLAN <br /> PROBABLE HYDROLOGIC CONSEQUENCE <br /> The road system has been broken down into seven segments, <br /> =A through G, and each segment has been divided into stations. <br /> The lowest point on a segment is 0+00 with station numbers <br /> increasing uphill. <br /> In this manner each culvert is identified. It is our pro- <br /> posal that water quality samples and flow rates be taken in the <br /> spring and during the summer rainfall events (on an opportune <br /> basis) to obtain actual sediment loads. (Several samples <br /> were taken in the spring and fall of 1982. ) <br /> Identify differences in drainages above culverts to <br /> dissimulate disturbed areas (Cuts and fills and percent of <br /> native or disturbed area) . <br /> At the completion of the 1983 spring runoff period, an <br /> updated probable hydrologic consequence report will be <br /> submitted. <br /> (Stipulation 12) <br /> (Vol. 3 App. II-B-7 Att. 2) <br /> 14 .1 <br />