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<br />A. :~and Acquisition: <br />Dayton Detenl:ion Pond <br />Upper Lowry Detention Dam <br />Drainage Riqhts-of-way <br /> <br />$ 167,200 <br />*' -;I~ <br /> <br />102,500 <br /> <br />B. Pond A-'B Drop Inlet: Modification <br /> <br />8,000 <br /> <br />C. Drainage Pipe from Pond A-B to U:.e <br />intersection of S. Havana ~;t:rect a.nd <br />E. Alameda Avenue <br /> <br />691.,000 <br /> <br />D. Upper I,owry Detention Dam <br /> <br />1,497,000 <br /> <br />E. ](elly Road Dam Improvements <br /> <br />1,306,400 <br /> <br />F'. Lowflow Pipe and Flood Channell from <br />S. Havana Street to Upper T~owry <br />Detention Pond <br /> <br />._Lt-2J'..L!.Q..QQ <br /> <br />Total <br /> <br />$4,833.100 <br /> <br />~tage IB <br /> <br />Most of the flood damages in .this watershed occur in t.he reach <br />between Kelly Road Dam and Staplet.on Ai.rport. Since t.he con- <br />struction of storage fa.cili..ties upst:rE,am will not complE~tely <br />reduce the flooding pot.ential in t.hif; area "rithout some means <br />of adequately conveying the storm water from the storage facil- <br />ities, the Westerly Creek Channel Improvements are next in order <br />of priority. However, the Westerly Creek channel improvements <br />could be construct:ed prior .to the upst.ream storage improvements <br />because the channel improvements would reduce the flood damaqes <br />in this area without the upstrea.m st.oragE~ improvement s. 'I'hE~ <br />estimated capital expenditures for t.:he recommended Staqe IB <br />construction program are as follows: <br /> <br />A. Hesterly Creek Channel Improvement.," <br />(Kelly Road Dam to Stapleton ,ll.irport) <br />IO-year design <br /> <br />$5,143,700 <br /> <br />B. Flood Proofing of Stanley Aviat:ion <br />Corporation <br /> <br />Total <br /> <br />____ 5 2c!~L~l.Q_ <br />$5.670,500 <br /> <br />**Not estimated. <br /> <br />.-39.. <br />