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<br />Stacre 2 <br />~- <br /> <br />Pone A-B will have a higher protection level after the outlet <br />works modification than wi 1:h the exisU.ng conditions.. Improve- <br />ment.s to Pond A-B itself are essent ial ,therefore, to rElduce <br />the hazard level downstream.. <br /> <br />The street crossings along E. A.Jameda Avenue should be included <br />in t:his stage of construction because these street crossinqs <br />will drain .the area south of E. Alameda Avenue to the Upper <br />Lowry Deten.tion Pond. The flood channel along E. Alameda Avenue <br />is also included in this construction stage. The estimated <br />capital exp(~ndi tures for thE, recommended Stage 2 const:ruction <br />procram are as follows: <br /> <br />A. Pond A-)3 Improvements <br /> <br />$ PiO ,000 <br /> <br />B. Street Crossings along E. A:Cameda Avenue <br /> <br />~i5,900 <br /> <br />C. Flood Channel along E. Alameda. Avenue <br /> <br />Total <br /> <br />___...?J~~~ 0 0 <br />$ 871,900 <br /> <br />Stac'e 3 <br />~- <br /> <br />To complete the drainage and flood control improvements,the <br />Sta,'e 3 construct.ion program includes the Dayton Detent:ion Pond <br />and improvements for drainaqe problems in the vicini 1:y of t:he <br />Pone.. The estimated capital expend i tures for t.he recommended <br />Sta,'e 3 construct.ion program are a.s follows: <br /> <br />A. Dayton Detention Pond <br /> <br />$ 707,800 <br /> <br />B. Drainage System along Kentucky ';;r i VB <br /> <br />1B3,OOO <br /> <br />C. Drainage System along Dayton Street <br /> <br />598,400 <br /> <br />D. Drainage System for Nor1:hwest part: of <br />D.A. No. 3 <br /> <br />168,700 <br /> <br />E. Drainage System along South side of <br />E. Alameda Avenue <br /> <br />Total <br /> <br />_._~~.:?.L9 0 0 <br />$1,814,900 <br /> <br />.-40,. <br />