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Milk Creek, near the general area, from 1952 were analyzed for exceedance values. This <br />information and the design storm, a i00-year, 1-hour precipitation event of 1.5 inches was <br />applied to each basin to- yield peak flow estimates for each drainage. Table 12 is a summary <br />of the flow estimates for each-basin. Average 7-day low flow for the i0-year return period <br />(Q~.~o) ranges from 0. cfs for Taylor Creek to 0?9 cfs for Goodspring Creek. These estimates <br />are substantiated by the data presented earlier in Tables 9, IO and 1 [. High flow values for <br />each basin, the I-day high flow 100-year return period, ranged from 8.0 cfs for Taylor Creek <br />to 37 cfs for Wilson Creek. Peak flow estimates are calculated at 120 cfs for Taylor Creek, <br />190 cfs for Wilson Creek and 270 cfs for Goodspring Creek. <br /> <br />~~ <br />2.04.7-50 <br />