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A 1T A IT ry A 11 A IT A 11 ItyU11TtI1RVIL, <br /> not in RWD # more infocmnts waived (Class <br /> RWD sufficient needed attch'd ITT only) <br /> 4. Maximum expected 24-hour precipitation given? <br /> NOTE: Each class of WHU has a different store design criteria <br /> Class I- probable maximum precipitation <br /> Class 11- 1000 year, 24-hour probable max precipitation <br /> Class 111- 100 year, 24-hour probable max precipitation <br /> S.a. Estimated mean, minimum, and maximum evaporation <br /> b. Months of occurance of max and min evaporation <br /> 6.a. Projected volume and pattern of runoff for each WHU <br /> b. Peak stream discharges based on appropriate storm <br /> (see note in 14 for storm magnitude) <br /> 7. Estimated wind rose for each UMU showing wind direction, <br /> velocity, and Z of time for the indicated direction <br /> GEOLOGY <br /> l.a. A geologic map of the area <br /> b. Geologic cross-sections of each WMU showing lithology and <br /> structural features, Cross-sections shall be indexed to the <br /> geologic map. <br /> c. Do the cross-sections adequately portray geologic features <br /> relevant to discharge operations <br /> 2. A description of natural geologic materials in each WMU 'and <br /> its surroundings. This should include: <br /> a. rock types <br /> b. nature of alteration <br />