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Last modified
11/23/2009 12:58:18 PM
Creation date
10/4/2006 9:59:44 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
301
County
Arapahoe
Community
Unincorporated Arapahoe County
Stream Name
Piney Creek Tributaries
Title
Flood Hazard Area Delineation - Piney Creek Tributaries
Date
4/1/1989
Designation Date
7/1/1989
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The Antelope Creek 100-year floodplain is narrow and confined to <br />the channel area along most of the study reach, with top widths <br />generally ranging from 50 to 100 feet. There are some areas where <br />the floodplain is wider due to ponding behind the existing road <br />crossings and pond embankments. The spreading of flows that <br />occurs when these roads are overtopped, or the flood waters spill <br />out around the pond embankments, also increases the floodplain <br />with, and causes areas of shallow flooding. The depth of flow at <br />the channel thalweg varies from as shallow as 1 foot along some of <br />the steeper channel reaches, to as deep as 11 feet when ponding <br />behind the Long Avenue road embankment. The only inhabitable <br />structures that are presently in the 100-year floodplain are 7 <br />homes located in the shallow flooding area just west of Antelope <br />Creek between Arapahoe Road and Piney Creek. The flooding depth <br />in this area should not exceed one foot. The horse barns and <br />utility sheds associated with these 7 homes are also in this <br />shallow flooding area. In addition, one shed located approximately <br />2,100 feet south of Arapahoe Road is in the 100-year floodplain on <br />Antelope Creek. <br /> <br />The Tenderfoot Gulch floodplain averages approximately 100 feet in <br />width, varying from 25 feet up to over 400 feet at the confluence <br />with Piney Creek. Flooding depths range from 1-1/2 feet to 10 <br />feet at Inspiration Drive where flows overtop the roadway. <br />Backwater due to the road embankment affects the Tenderfoot Gulch <br />floodplain for nearly 1,000 feet upstream. There are homes along <br />the channel throughout the study reach, however, they are located <br />well above the floodplain elevations. One small storage building <br />is within the 100-year floodplain near the lower end of the study <br />reach. <br /> <br />FLOODPLAIN DESCRIPTIONS <br /> <br />The Sampson Gulch floodplain ranges from as narrow as 20 feet in <br />the upstream portion of the study reach between Otero Drive and <br />Piney Lake Road to as wide as several hundred feet near the <br />confluence with Piney Creek. The 100-year flood depth averages <br />approximately 3 feet for much of the study reach. Depths of less <br />than 2 feet occur along the steepest areas. Ponding to a depth of <br />10 feet occurs upstream of Otero Drive, although the roadway is <br />not overtopped. The only existing development in the basin is in <br />this vicinity, however, all structures are well above flood <br />elevations. <br /> <br />The 100-year floodplain for South Saddle Rock Ranches Gulch from <br />the confluence with Piney Creek upstream to Station 78+50 is wide <br />and shallow with widths generally ranging from 70 to 150 feet. <br />Flood depths in this reach range from 2 to 4 feet. Upstream of <br />Station 78+50, the 100-year floodplain is more uniform with an <br />average width of about 60 feet and an average depth of about 3.5 <br />feet. There are no structures within the 100-year floodplain. <br /> <br />The South Saddle Rock Tributary floodplain is quite narrow <br />throughout the study reach. Floodplain widths range from 10 feet <br />to 55 feet and depths range from 1 to 3 feet. The channel bed, <br />which is deeply incised, has a slope that exceeds 3% for most of <br />the reach. The existing land use in this area is ranching and <br />there are no structures within the South Saddle Rock Tributary <br /> <br />16 <br /> <br />
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