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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Drawing <br />No. <br /> <br />14 <br />15 <br /> <br />16 <br />17 <br /> <br />18 <br />19 <br /> <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br /> <br />Sheet <br />No. <br /> <br />2 <br />1 <br /> <br />2 <br />1 <br /> <br />2 <br />1 <br /> <br />11 <br />10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br /> <br />LIST OF DRAWINGS - cont. <br /> <br />Title <br /> <br />NORTH TRIBUTARY MASSEY DRAW - cont. <br /> <br />Plan and Profile <br />Plan and Profile <br /> <br />TRIBUTARY NO. 2 SJCD (SOUTH) - BASIN 6200 <br /> <br />Plan and Profile <br />Plan and Profile <br /> <br />TRIBUTARY NO. 1 SJCD (SOUTH) - BASIN 6200 <br /> <br />Plan and Profile <br /> <br />Plan and Profile <br /> <br /> SJCD (SOUTH) - BASIN 6200 <br />Plan and Profile <br />Plan and Profile <br />Plan and Profile <br />Plan and Profile <br />Plan and Profile <br />Plan and Profile <br />Plan and Profile <br />Plan Only <br />Plan and Profile <br />Plan Only <br />Plan and Profile <br /> <br />1 <br /> <br />I. INTRODUCTION <br /> <br />Station <br /> <br />Authorization <br /> <br />30+00 to 60+00 <br />0+00 to 30+00 <br /> <br />This study covers flood hazard area delineation for Massey Draw, the North Tri- <br /> <br />butary of Massey Draw, SJCD (South) - Basin 6200 and two of its tributaries. <br /> <br /> <br />The basins are shown on Plate I. The study was authorized by an agreement be- <br /> <br /> <br />tween the Urban Drainage and Flood Control District (UDFCD), Jefferson County, <br /> <br />Arapahoe County, and Leonard Rice Consulting Water Engineers, Inc. (LRCWE) dated <br /> <br /> <br />March 16, 1977. The same contract authorizes a major drainageway planning study <br /> <br />for the drainageways which is being printed under separate cover. Plate II <br /> <br />shows the limits of study for the flood hazard area delineation and the major <br /> <br /> <br />drainageway planning studies. <br /> <br />30+00 to 50+00 <br /> <br />0+00 to 30+00 <br /> <br />30+00 to 62+00 <br /> <br />0+00 to 30+00 <br /> <br />Acknowledgements <br /> <br />281+00 to 308+90 <br />251+00 to 281+00 <br />221+00 to 251+00 <br />191+00 to 221+00 <br />161+00 to 191+00 <br />131+00 to 161+00 <br />101+00 to 131+00 <br />71+00 to 101+00 <br />45+00 to 71+00 <br /> <br />Mapping of the drainageways was accompliahed under separate contract between the <br /> <br /> <br />UDFCD and Delta Aerial Surveys. The 100-year flood plain for the lower portion <br /> <br />of the SJCD (South) Basin including its North Tributary was defined in a drain- <br /> <br /> <br />age master plan prepared by CH2M-Hill, Inc. in July 1976. The present study <br /> <br /> <br />supersedes the CH2M-Hill, Inc. study for the lower reaches of SJCD (South) - <br /> <br />Basin 6200. <br /> <br />Purposes and Scope <br /> <br />The purpose of this study is to define the 100-year flood hazard areas for the <br /> <br /> <br />drainageways, considering future development within the basins and existing <br /> <br />channel conditions. The report was prepared for the guidance of local officials <br /> <br /> <br />in planning the use and regulation of the flood plain. <br /> <br />The scope of work for the study includes the following: <br /> <br />1. Collection of existing data. <br /> <br />2. <br /> <br />A hydrologic study to define the flows for the 2, 5. 10, 50, and 100- <br /> <br /> <br />year floods for the future basin development condition, and the 100- <br /> <br /> <br />year flood for the existing basin development condition. <br /> <br /> <br />A hydraulic analysis to define the flood plains and flood profiles <br /> <br /> <br />for the various frequencies and development conditions and to iden- <br /> <br /> <br />tify existing drainage problems and hazards. <br /> <br />3. <br /> <br />C\J <br /> <br />leonard Rice Consulting Water Engineers, Inc. <br />