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FLOOD01407
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FLOOD01407
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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 />1 <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 />more than one-half foot. The areas left free from encroachment <br />are determined to be the floodway. A floodway has been computed <br />for each of the streams in this study except where the 100-year <br />floodplain is confined to the channel. <br /> <br />Table 2 <br />BENCHMARK / MONUMENT DESCRIPTIONS <br /> <br />Monument No. <br /> <br />Description Elevation <br /> <br />A tabulation of the floodplain and floodway data for each <br />stream is presented at the end of the report. <br /> <br />DATA SUMMARY <br />Topographic mapping, digitized cross sections, and survey data <br />for stream crossings were provided by Landmark Mapping, Ltd. <br />The mapping was prepared according to specifications of the <br />Urban Drainage and Flood Control District. Ground control <br />surveys for the topographic mapping were performed by Landmark <br />Mapping, Ltd. Topographic mapping was prepared with two-foot <br />contour intervals at a scale of 1" = 100'. For inclusion in <br />this report, the final mapping was reduced by 50%. Descriptions <br />of the monument and benchmark locations and elevations used to <br />develop the topography are shown in Table 2. <br /> <br />PCAR-2 <br /> <br />Brass cap set in concrete on west <br />side of Parker Road Bridge 16.3' <br />south of north end of bridge 5645.90 <br /> <br />Brass cap set in south side of <br />concrete base of power pole <br />approximately 32' south of the <br />intersection of Orchard Road <br />and Buckley Road 5683.61 <br /> <br />PCAR-l <br /> <br />PCAR-3 <br /> <br />Brass cap set in concrete north- <br />west of utility building 5738.27 <br /> <br />PCAR-4 <br /> <br />Brass cap set in concrete 18' <br />south of the curb and gutter of <br />Caley Drive approximately 843' <br />north and 698' west of the south- <br />east corner of Section 22, Township <br />5 South, Range 66 West 5778.01 <br /> <br />PCAR-5 <br /> <br />Brass cap set in concrete 9' <br />southeast of the northwest <br />corner, of Section 35, Township <br />5 South, Range 66 West 5886.83 <br /> <br />Future land use and development information was obtained from <br />the respective Planning Departments of Arapahoe County, the <br />City of Aurora, and Douglas County through discussion with <br />staff and reviewing the most current land use and zoning maps. <br /> <br />PCAR-6 <br /> <br />Brass cap set in concrete <br />approximately 1065' east and <br />4' north of the southwest corner <br />of Section 35, Township 5 South, <br />Range 66 West 6027.93 <br /> <br />Rainfall data used in the hydrologic modelling were obtained <br />from the Storm Drainage and Technical Criteria Manuals for <br />Arapahoe and Douglas Counties. Addi tional hydrology input <br />parameters were determined utilizing U.S. Geological Survey 7.5 <br />Minute Series quadrangles. Other data sources utilized in the <br />preparation of this report are shown in Table 3. <br /> <br />PCAR-7 <br /> <br />Brass cap set in southwest corner <br />of concrete slab east of building 5820.19 <br /> <br />PCAR-8 <br /> <br />Brass cap approximately 730' south <br />and 6' west of the north 1/4 corner <br />of Section 25, Township 5 South, 5874.36 <br />Range 66 West <br /> <br />PCAR-9 <br /> <br />Brass cap located approximately 20' <br />north of building 5944.15 <br /> <br />2 <br /> <br />
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