Laserfiche WebLink
As illustrated by this comparison, the peak rate of <br />discharge during developed conditions for the 25yr-24hr <br />storm event does not exceed the peak runoff rate for <br />pre -developed conditions for the 10yr-24hr storm event <br />at the north�,est outfall location. <br />For the southwest drainage basin described in Section <br />t <br />4.O.B, the south detention pond is the only discharge ; <br />point for storm runoff. Table 12 summarizes the F,. <br />peak rate <br />of discharge for the south detention pond and offers a <br />comparison with the pre -developed peak runoff rate <br />determined in Section 4.0 of this report. <br />TABLE 12 <br />COMPARISON OF PEAK RUNOFF RATES FOR THE <br />SOUTHWEST DRAINAGE BASIN OUTFALL LOCATION <br />FOR PRE -DEVELOPED AND DEVELOPED CONDITIONS <br />PRECIPITATION PRE -DEVELOPED DEVELOPED <br />EVENT PEAK FLOW RATE PEAK FLOW RATE <br />IOYR-24HR 6.7 CFS - - - - <br />25YR-24HR - - - - 5.0 CFS <br />29 <br />