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<br />PRC Toups Corporation <br /> <br />pf'C <br /> <br />" <br /> <br />~! <br /> <br />A design consideration 'that was mentioned in the previous section <br /> <br />is the pond in the southeast corner of the subject property. In ----J" <br />the present des i In, 'it was dec i ded to change the shape of the pond; <br />~-"--... - '~-,,-.......... <br /> <br />hm'/ever, the historical outfall point has not changed. This pond <br /> <br />has been sized to contain 2.30 acre feet and the discharge during <br /> <br />\ \ /.. <br /> <br />a 100-year storm will be at a rate of 25,0 cfs. The historic dis- <br /> <br />charge from this design point is 27 cfs; therefore, the historic <br /> <br />I' <br />. <br /> <br />characteristics of this basin will not be altered. <br /> <br />Basin D discharges into Pond D and the 2 year flow is detained so that <br /> <br />the street capacity at design points 17 and IE are not exceeded. <br /> <br />Likewise, t.he leO year storm is detained so that the discharge into <br /> <br />the East Glenn Subdivision docs not exceed th~ 100 year historic <br /> <br />conditions. <br /> <br />Basin A dischar~es into pond A. ;he design sllggested will include <br /> <br />discharging the 2 yeal' flOl'J as vJell as the lOll year flow into a storm <br /> <br />se~:er to be built in 128th Avenue. This storu se~ler ~Iill tie into <br /> <br />the exi s t i n9 s tc,rm sevier whi ch crosses 128th i\venue and di scha rges <br /> <br />flows to the south. Basin H dischat'ses into i'ond H. Pond H wiil <br /> <br />release at 5 cf! into Colorado Doulcvard. <br /> <br />-8- <br /> <br />" <br /> <br />\.... <br />'" <br /> <br />-; <br /> <br />