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1986-12-18_REVISION - M1981302
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1986-12-18_REVISION - M1981302
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Entry Properties
Last modified
9/9/2022 3:50:58 PM
Creation date
11/21/2007 9:35:40 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981302
IBM Index Class Name
Revision
Doc Date
12/18/1986
Doc Name
EVALUATION OF CERTAIN ENGINEERING STUDIES OF SOUTH BOULDER CREEK FROM UPSTREAM OF HWY 93 TO
From
TAGGART ENGINEERING ASSOCIATES INC
To
URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
Type & Sequence
AM2
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Mr. Bill DeGroot <br /> December 18, 1998 <br /> Page 2 <br /> wide at the present location of U.S. 36. Like any typical alluvial fan below a mountain <br /> canyon, floods conveyed and deposited sediment in the main stream bed and across the <br /> valley bottom, resulting In a stream that changed in location from time to time. Today, In <br /> many reaches, the western aide of the valley it lower then the eastern side of the valley <br /> where the mein South Boulder Creek currently runs. Overflows can occur upstream of <br /> Highway 93, Highway 39, and Arapahoe and travel to the went side of the valley. Migration <br /> of the mainstream to the west side could occur, but obviously would be and has been <br /> resisted by men. <br /> Flccds have and will cause overflow of significant velocities among many shallow routes. <br /> This overflow can also concentrate at certain locations In an urban setting, potentially <br /> increasing flood hazards. <br /> There is evidence that South Boulder Creek flooding has traveled along The path identified <br /> by Love. U.S. Geological Survey mapping reflects that the South Boulder Creek alluvial <br /> material extends into the existing neighborhoods north of U.S. 38 and along Foothills <br /> Parkway. Examination of historical and current topography shows that Dry Croak Ditch No. <br /> 2 and west volley conveyances cant' both local drainage and South Boulder Creak <br /> overflows. The relatively small flood of May 1989 flooded the west side of the valley and <br /> caused the closure of U.S. 38 for a period of Time near the South Boulder Road and Foothills <br /> Interchange. <br /> Love's study was the first to quantify the South Boulder Crack Spill to the west side of the <br /> valley at Highway 3e and Vials (Foothills Interchange!. Correction of the 100•year Federal <br /> Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRM's) and the <br /> UDFCD FHAD floodplain for the west valley north of Highway 38 will likely result in the <br /> addition of a number of fingers of flow and areas of shallow flooding. A revised 500•year <br /> floodplain limit will probably result in major changes to the FIRM. <br /> The Flatirons Laves and the construction of U.S. 38 have impactad the South Boulder Creek <br /> floodplain, causing redirection and redistribution of flood waters. The original U.S. 36 <br /> highway construction created an obstruction across the South Boulder Valley which <br /> redistributed flood waters. The addition of the highway divider further obstructed and <br /> redistributed flood waters, which has worsonsd flood hazards To some parties. Vial& <br /> Channel improvements somewhat reduce these impacts, but have not fully mitigated the <br /> impacts of the highway and divider. <br /> If the existing levee around the Flatirons Pit is adequate, the 100-year floodplain would be <br /> as described herein. The upper and middle Flatirons Levee forces a narrow floodplain on the <br /> east side of the valley, approximately 1500 feet upstream of Highway 38. Flow spills to the <br /> west valley largely from the open space reach of 600 feet above Highway 38. The upper <br /> and middle Flatirone Levee reduces the spills leaving South Boulder Creek from that which <br />
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