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<br /> : <br /> . 18. Water Ouality - Surface Water Run-off <br /> A On the development portion of the site, the run-off rate increases from 4.8 cfs <br /> to 12.8 cfs for a 100 year event. A ponding area is prepared to be constructed <br /> that will detain the run-off from the project so that the rate of run-off does <br /> not exceed the pre-development rate of 4.8 cfs. <br /> The quality of site run-off after development will be improved over the <br /> current run-off quality. The improvement will be obtained by designing the <br /> sedimentation pond at least 4' deep and by controlling the rate of outflow <br /> from the pond to allow adequate time for the settling out of sediment and <br /> phosphorous, <br /> B. The project discharges run-off from the site to D,N.R. Protected Wetland No. <br /> 190-W. We do not believe there will be an adverse impact on quality of <br /> receiving water due to the design of the sedimentation pond, <br /> . 22, Traffic <br /> Parking spaces - 30 outside and 60 inside for a total of 90. <br /> - <br /> Estimated total Average Daily Traffic (ADl) 3.3 x 60 = 198 <br /> Peak hour (4-6 P.M,) 60 <br /> The current ADT for Cleveland Avenue is 3,300 in a North and South direction, <br /> while the current ADT for County Road E-2 is 7,200 in a East - West direction. <br /> The addition of 198 cars per day or an increase of 60 cars during the peak hour <br /> event are not expected to cause adverse traffic problems on either Oeveland Avenue <br /> or County Road E-2, <br /> . <br />