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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 DoGroot <br /> December 18, 1996 <br /> Page 4 <br /> 8. Approximately 280 efs of the above flow will be conveyed from the Anderson Ditch <br /> to the east side of Foothills, where some spillage could occur to the north. Therefore, about <br /> 1770 efs may discharge Into the neighborhoods west of Foothills Parkway and north of <br /> Highway 38. <br /> 7. At most locations Immediately north of Highway 36, flow will be 8 Inches to 3 feet <br /> deep. Hazards can be greater at isolated locations where the flaw converges. We have not <br /> studied in detail such flows in the neighborhood& north of Highway 38. <br /> A collaborative effort of UOFCD, County, Clty, CU, COOT, Open Space, and neighborhood <br /> interests is imperatuve to address the floodplain management issues. Most of these parties <br /> (ownars of property, structures, infrastructures, and open space; and residents) face flooding <br /> hazards and potential damages. The ultimate solution will probably entail a number of <br /> improvement components such as land forms and conveyance improvements to lessen <br /> South Boulder Creak spills and prevent breaching; measures to improve local drainage that <br /> will handle spills; and hazard management to address extreme event spillage, mitigate <br /> damage, assist flood proofing, provide hazard awareness, end increase the utilization of <br /> flood insurance. <br /> Sincerely, <br /> TAGGART ENGWISE IING ASSOCIATES, INC. <br /> /A:�'�� � hpje <br /> Peter L. Nelson. P.E. William C. Togga . P,E. <br />
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