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<br />. <br /> <br />- <br /> <br />f- oetelt10n Pond <br /> <br /> <br />:~" <br />. I <br />. '. <br /> <br />, <br /> <br />, <br /> <br />. <br /> <br />, <br />, <br />, <br />, <br />, <br /> <br />'=~ <br /> <br /> <br />..--..-- <br /> <br />;', <br />" <br />'I <br />, <br /> <br />k <br /> <br />Cne :lode <br /> <br />:> <br /> <br />l SERVICE AREAS <br /> <br />""1'1'1 SERVICE AREAS THAT DRAIN <br />8,1:'! INTO PIONEER DRAINAGE DITCH <br /> <br />- <br />,,- I SERVICE AREAS THAT DRAIN <br />~ ! INTO THE SOUTH PLATTE RIVt:R <br /> <br />Ser~ice Area No.2 <br />If the improvel"l!nts In Service Area No. 1 were made, thestOrnl <br />sewer system that presently exists in area 2 would handle storm runof f <br />more efficiently provided that the Sterling No.2 ditch crossing in <br />the Sugar Factory Drainage Ditch were replaced. The damaged culverts <br />at this location do not have capacitIes sufficient to handle storm <br />flow discharges (rom the 27-inch and 48-1nch ovtfalls upstream. The <br />backwater created by this bottleneck reduces hydraulic efficiency <br />and contributes to sedimentation problems. Also, the entire sugar <br />FactoryOralnageDltcllshouldberoutinelyc1edredofsedlment,weeds, <br />and other debris. Suchmalntenancei'louldlmprovetheabi1ityofthe <br />ditch toconveystonnrunofffromArea2to the river. <br /> <br /> <br />Servlce Area No.3 <br />In addition to tile 54.1nchoutfall Jinewhich now serves the <br />downtoi'ln area, HOSkins and Associates (1957) recommended additlona1 <br />sewers in order to dispose of the excess in~pipe loading. These relief <br />lines hdvenotbe<>n instdl1ed. <br />The additional lines would include a 3D-inch reinforced concrete <br />relief pipe on Ash Street fromOivlsion';venue to Soutll Thlrd Stree t <br />and a 48-fnch reinforced concrete plpe from Third Street to South Second <br />Street on Ash. Asthesystemisnowconstructed,theAshstreetrellef <br />line could be tied Into the 54-fnch outfall by d 48-inch reinforced <br />concrete pipe on South Second Street between Ash and Main Streets. <br />a 48- ;nch pipe on Main between So~th Second and Front, and a 48~ <br />inch pipe on Front between Main and the 48-inch stub on then'ldnho1eat <br />the outfall. Sufficient inlet capacity should be provided to lntercept <br />excess runoff from the downtown buslness distrfct. <br /> <br />Service Area No.4 <br />Stann ~Jnaff generated from Service Area No. : currently ls <br />servlced by the 4Z.inch outfall north of the fair Shooplnq Center. <br />~~S identiij 1 ~evel opment. the shoppi nq center. ~lo..theastern Junior College, <br />and Be~f Pl~nt havp ov~~1o~rl~d to1s outf~11. <br /> <br />101 <br />