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1997-03-19_REPORT - M1981302
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1997-03-19_REPORT - M1981302
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Entry Properties
Last modified
9/9/2022 3:19:17 PM
Creation date
11/26/2007 11:58:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981302
IBM Index Class Name
Report
Doc Date
3/19/1997
Doc Name
INITIAL RECONNAISSANCE OF DRAINAGE NETWORK AND SOUTH BOULDER CREEKS HYDROLGOY HWY 36 TO APPROXIMATEL
From
TAGGART ENGINEERING ASSOC INC
To
URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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1 <br /> ' Boulder Creek. Ground elevations in the valley are often lower west of Dry Creek <br /> Ditch No. 2, therefore, flood flows can be carried west of this Ditch. <br /> From Highway 93 to Highway 36, another nine square miles are potentially <br /> tributary to South Boulder Creek at Highway 36 (36.0 square miles below Gross), <br /> ranging in elevation from 5350 MSL to 8461 MSL at Bear Peak. The character of <br /> the watershed varies significantly and includes Bear Peak and steep mountain <br /> slopes aligned with the Flatirons on the west; David's Draw which is also on the <br /> west side and has some dense development; moderately steep to mildly sloping <br /> agricultural, open space, riparian cottonwood groves, and gravel pit areas along the <br /> ' valley; a large foothills tributary on the east which includes the Marshall Reservoir <br /> and a downstream basin which has steeply sloped valley sides with a mixture of <br /> brush, grass, and trees; and moderately sloping agricultural plains areas on the east <br /> ' side of the valley which naturally drains to South Boulder Creek, but whose <br /> drainage is interrupted by several irrigation ditches. <br /> The wide floodplains and multiple flow paths of South Boulder Creek provide an <br /> important balancing effect by storing, routing, and slowing the flashy peak runoff <br /> rates from the steep slopes and tributary streams. From Highway 93 to Highway <br /> 36 the main channel conveys day to day flows, and whatever flood flows do not <br /> spill upstream. As documented in the Phase I report, the majority of the 100 year <br /> flood will be carried in the West Valley Overflow route. However, the West Valley <br /> Overflow is forced to carry much of the water back to South Boulder Creek by the <br /> Upper and Middle Flatirons Quarry Pit levees just upstream of Highway 36. Some <br /> minor amount of the overflow will not return to South Boulder Creek, probably no <br /> more than 300 cfs, which will be conveyed by Dry Creek Ditch No. 2 and limited <br /> overbank conveyance to join the South Boulder Creek spill just downstream at <br /> Highway 36. <br /> Downstream of Highway 36 and the main channel of South Boulder Creek there are <br /> another 6.2 square miles of potential tributary area (42.2 square miles below Gross <br /> Reservoir, 135.9 square miles total basin). This basin ranges in elevation from <br /> 5170 feet M.S.L. at the confluence with Boulder Creek to 6050 feet M.S.L. at the <br /> top of the Viele watershed. The watershed is largely urbanized with notable <br /> exceptions being the riparian corridor directly along the main channel, the highest <br /> portion of the Viele watershed, the golf course, and some of the hills on the east <br /> side. The valley bottom is a mile wide and is an alluvial fan, with varying cross <br /> slope direction and, fortunately for drainage function, some moderate down valley <br /> 8 slope. The Viele watershed is on the southwest side of the basin, and begins on a <br /> ridge just south of the confluence of Bear Canyon Creek and Fern Canyon. It has <br /> four significant storage facilities and an outfall channel on the south side of the <br /> valley that crosses Highway 36 at the Foothills Interchange and then joins South <br /> Boulder Creek just north of South Boulder Road. <br /> ' ll _ 2 <br />
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