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erage 4 Lexingtion, EAW storm water system f or the proposed development should carefully control the export of pollutants, both suspended z,nd soluble, from the sites 0 As stated "in the storm water runoff quantity discussion, the, dievel,loper proposes to route approximately 2/3 of site runoff into a detention pionds This detention pond must b designed to accomplish the followings. I a Provide themaximum detention time possiblea increased detention time serves to settle out greater amounts of a 0 suspended solids. This may be accomplished by 0 9 1 maximizing 4 the distance between inlets and outlets, and by increasing the overall depth and volume of the basin, Vomw ProvJ-de a skimmer to, remove floatables such as oill grease,, leaves, and general debris. -ON& Incorporate state of the art storm water treatment technologies, such as those developed by Dr. Walker and usiled in Ramsey and Hennepin Counties recently, Treat as much of the site runoff as possilble,. This will require a careful design in the routing of storm sewers, in, aiddition, the deve,l,oper should investigate and implement any f easible designs to prie-treat the northerly 1/3 s lite r,u,n,of f proposed to d I'scharqe " d irectly into Little Lake AO ilosephi ne This may be accompl. ished with add itional onftft site ploinding, or util ilzation of detent i2on basins located d mi eictly north of the, siLtie lan existing low areasO D. Sa,ni"'tar,v e Wastewater e e . The p,ro,3eict area is currently undeveloped and dos not gnrate any sanitary wastewater, Upon development of the site, I't 'is anticipated that the project site will generate 64,817 gallons Per day. 'This siewiaqe will be conveyed to the Metro Wastewater Treatment Plant for, treatment via the Metro Waste Control Commission interceptor se,wei,r system, and ultimately discharged into the Mississi'ppi River. Sanitary sewers on the site are proposed • discharge into an existing sanitary sewer lateral which crosses