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<br />I <br /> <br />2 <br /> <br />I <br />I <br />I <br /> <br />In urban drainage there are two storm runoff systems. The first is <br />the major drainage system which is that route taken by flood waters <br />whether or not drainageways have been planned or designed and whether <br />or not buildings and other improvements have been situated wisely in <br />respect to the drainageways. In the Denver Region the major drainage <br />system should be reviewed and designed on the basis of storm runoff <br />which would occur once each 100 years, The second system is what is <br />known as the initial drainage system, The initial drainage system <br />generally consists of a combination of storm sewers, streets, curbs <br />and gutters, and other facilities sized to carry the storm runoff <br />which can be expected about once each two to ten years. The initial <br />drainage system is that which drains off snowmelt runoff, the more <br />frequently expected storm runoff, and reduces street maintenance and <br />construction costs. Poorly functioning initial systems are the ones <br />which account for the great majority of drainage complaints to the <br />city or county engineer, This master planning report deals only with <br />the major drainage system. The major system is that which provides <br />the major damage and loss of life prevention function, and which provides <br />outfall points for the storm sewer systems. <br /> <br />I <br />I <br /> <br />I <br />I <br /> <br />STUDY AREA <br /> <br />I <br />I <br />I <br /> <br />This Report provides a master plan for major drainage in the urban and <br />urbanizing area of North Boulder ranging generally from the hogback on <br />the east to Boulder Creek on the west and from North Street on the south <br />to the divide lying north of Fourmile Canyon Creek. <br /> <br />The objective of the original assignment as stated in the agreement <br />dated October 3, 1968, was to develop master plans for three channels <br />Goose Creek, Twomile Canyon Creek and Fourmile Canyon Creek. After the <br />study was undertaken it was determined that two additional basins exis- <br />ted which were primary trouble makers in regard to storm drainage <br />problems. These two channels were Wonderland Creek and Elmer's Twomile <br />Creek. The consultant included these additional two basins in the scope <br />of work. Therefore, master plans have been developed for five water- <br />ways in the study area: <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Goose Creek <br /> <br />Elmer's Twomile Creek <br /> <br />I <br />I <br /> <br />Wonderland Creek <br /> <br />Twomile Canyon Creek <br /> <br />Fourmile Canyon Creek. <br /> <br />I <br />I <br />.' <br /> <br />These waterways are in poor condition, ranging from having very small <br />flood flow capacities to being non-existent in places, The deteriorated <br />condition of these waterways has been a result of channel filling and <br />