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, <br /> Cooley Smiles Dental Clinic 17318.20 October 18,2017 <br /> Drainage Report Section IV, Page 7 <br /> 0.7889 0.163 0.037 0.233 0.039 <br /> 0.8000 0.163 0.038 0.237 0.039 <br /> 0.8111 0.163 0.038 0.242 0.039 <br /> 0.8222 0.163 0.039 0.246 0.039 <br /> 0.8333 0.163 0.039 0.250 0.039 <br /> 0.8444 0.163 0.039 0.254 0.039 <br /> 0.8556 0.163 0.040 0.258 0.039 <br /> 0.8667 0.163 0.040 0.262 0.039 <br /> 0.8778 0.163 0.040 0.266 0.039 <br /> 0.8889 0.163 0.041 0.270 0.039 <br /> 0. 9000 0.163 0.041 0.274 0.039 <br /> 0. 9111 0.163 0.041 0.278 0.039 <br /> 0.9222 0.163 0.042 0.282 0.039 <br /> 0.9333 0.163 0.042 0.285 0 .039 <br /> 0.9444 0.163 0.043 0.289 0.039 <br /> 0.9556 0.163 0.043 0.293 0.039 <br /> 0. 9667 0.163 0.043 0.296 0.039 <br /> 0.9778 0.163 0.044 0.300 0.039 <br /> 0. 9889 0.163 0.044 0.303 0.039 <br /> 1.0000 0.163 0.044 0.307 0.039 <br /> Name : Landscaping <br /> Bypass: No <br /> GroundWater: No <br /> Pervious Land Use acre <br /> C, Pasture, Flat .145 <br /> Element Flows To: <br /> Surface Interflow Groundwater <br /> Permeable Pavement 1 Permeable Pavement 1 <br /> ANALYSIS RESULTS <br /> Stream Protection Duration <br /> Predeveloped Landuse Totals for POC #1 <br /> Total Pervious Area:0.487 <br /> Total Impervious Area:O <br /> Mitigated Landuse Totals for POC #1 <br /> Total Pervious Area:0.145 <br /> Total Impervious Area:0.341918 <br /> Flow Frequency Return Periods for Predeveloped. POC #1 <br /> Return Period Flow(cfs) <br /> 250 4th Avenue South,Suite 200 <br /> Edmonds,WA 98020 <br /> ENGINEERING ph.425.778.8500 I f.425.778.5536 <br /> www.cgengineering.com <br />