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, 1 I <br /> Portions on the eastern side of the site,including the _ <br /> proposed southern entrance, drain to a bioswale i`' <br /> e 1,',,'. <br /> running along the north edge of the property near 't <br /> the soccer field(Photo 6). The bioswale outlets via <br /> a 12 inch concrete pipe to the storm sewer system ''.,4 • F <br /> for the adjacent residential subdivision to the north i N, .. '' • <br /> (see Photo 7.)From this connection, the storm ,r•,' ,>, <br /> sewer drains northeast approximately 350 feet, <br /> through a series of 12 HDPE pipes, to an existing J . <br /> detention pond(the outlet to the pond shown in f ,_ <br /> Photo 8, Photo 9 shows a portion of the pond.)The ! - <br /> detention pond outlet flows west to a control <br /> structure near 20th Drive SE,then back to a <br /> protected outlet point east of the detention pond ` 1 ':{ <br /> (photo 10 and 11). At this point the drainage from t• ' <br /> the pond joins the drainage path described from the7. ,, <br /> Northwest Discharge Point. The total distance from . ;.„,�\ <br /> the bioswale outlet to this point is approximately ,, <br /> 450 feet. <br /> Photo 8. Storm system outlet to <br /> detention pond. <br /> -`I1.. , :i <br /> t.1 <br /> i <br /> i �. 1 <br /> 11�� t l <br /> 1 t . :j, , <br /> , <br /> Photo 9. Facing South. Ilerschlip detention pond. <br />