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FLOOD05827
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Last modified
1/25/2010 7:07:01 PM
Creation date
10/5/2006 1:49:30 AM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Community
Boulder
Stream Name
Boulder Creek
Basin
South Platte
Title
Boulder Creek Phase B
Date
12/1/1979
Prepared For
Boulder
Prepared By
UDFCD
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 />GEOLOGY <br /> <br />region, which includes Boulder. This study will result in a wastewater <br />management plan for the urban region for the next 20 years. A water <br />quality analysis of Boulder Creek by DRCOG indicates that there are some <br />existing water quality problems along its entire length. Phosphate <br />levels are unacceptable from a stream aesthetics standpoint. Bacterial <br /> <br />concentrations are also a problem. The water quality is marginally <br /> <br />acceptable for secondary contact recreation as well as for urban and <br /> <br />agricultural irrigation because of the level of fecal coliforms. Fecal <br /> <br />strep, primarily of animal origin, makes the quality of the water <br /> <br />unacceptable for urban and agricultural irrigation. Finally, near the <br /> <br />mouth of Boulder Creek, the level of ammonia in the stream flow is <br /> <br />marginally acceptable from a warm-water fishery standpoint. <br /> <br />Precambrian rocks are exposed in the mountainous watershed upstream from <br /> <br />Boulder. They consist of metamorphic schists and gneisses intruded by <br /> <br />igneous rocks. Sedimentary beds of sandstones, shales, and limestone of <br /> <br />Cretaceous to Tertiary age underlie the plains. <br /> <br />Alluvium consisting of sands and gravels Covers the Boulder Creek floodplain <br /> <br />in Boulder to depths of 15 to 25 feet. Shallow layers of clay underlie <br />the alluvium. Shale bedrock underlies the clay. Shale exists at shallow <br />depth along the bluff on the south side of Boulder Creek. The shale is <br />unstable if disturbed or oversteepened. <br /> <br />WATER QUALITY <br />The water quality stream classification for Boulder Creek was upgraded <br />in 1976. The old classifications were Bl above the mouth of Boulder <br />Canyon (at State Highway l19 crossing) and B2 from that point to the <br />mouth. These two classifications are for waters suitable for all uses <br /> <br />except primary contact recreation with Bl suitable for a cold-water <br /> <br />fishery and B2 for a warm-water fishery. The new classifications are Al <br /> <br />upstream from 75th Street, the location of Boulder's sewage treatment <br /> <br />plant, and A2 downstream from 75th Street to the mouth of Coal Creek. <br /> <br />The new classifications are for waters suitable for all uses, including <br /> <br />primary contact recreation, with Al being suitable for a cold-water <br /> <br />fishery and A2 for a warm-water fishery. <br /> <br />To improve the quality of Boulder Creek, the Water Quality Management <br /> <br />Task Force for the ORCOG study, made up of local citizens and officials, <br />have recommended that the stream classification of the creek be changed <br /> <br />again to Al for the entire length of the stream from its headwaters to <br /> <br />the confluence of Coal Creek downstream from Boulder. <br /> <br />The Denver Regional Council of Governments (DRCOG) is presently conducting <br />a 208 wastewater management study for the five-county Denver urban <br /> <br />The 208 plan provides some recommendations to meet the more stringent <br /> <br />classification. Nonstructural alternatives are recommended to reduce <br /> <br />the pollution coming from urban stormwater runoff. The plan also <br /> <br />recommends that the present wastewater treatment facility located at <br /> <br />75th Street be retained and upgraded by the addition of nutrient <br />removal. The City is presently planning for the addition of facilities, <br />including nutrient removal. The implementation of these two components <br /> <br />should result in the reduction of problem pollutants identified <br /> <br />1 5 <br />
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