My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1997-03-19_REPORT - M1981302
DRMS
>
Day Forward
>
Report
>
Minerals
>
M1981302
>
1997-03-19_REPORT - M1981302
Metadata
Thumbnails
Annotations
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
93
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
1 <br /> SECTION I <br /> ' SUMMARY <br /> INTRODUCTION <br /> In 1977 the U.S. Army Corps of Engineers (Corps) conducted a hydrology study <br /> ' that included the South Boulder Creek Basin. That study provided the hydrology for <br /> the Urban Drainage and Flood Control District (UDFCD) Flood Hazard Area <br /> Delineation (FHAD) and the Federal Emergency Management Agency (FEMA) Flood <br /> Insurance Study (FIS) and Flood Insurance Rate Maps (FIRMs) for South Boulder <br /> Creek. <br /> In 1996, Love and Associates identified that South Boulder Creek could spill greater <br /> flows than identified in the FHAD and that these spills could travel to the west side <br /> ' of the valley and overtop Highway 36, largely west of Foothills and thus posed a <br /> hazard to the neighborhood north of 36. <br /> Phase I effort reviewed the FHAD and Love's investigation, and identified 100 year <br /> spills on the order of 2700 cfs from South Boulder Creek above Highway 36. The <br /> spill was shown to commingle with local drainage from the Dry Creek Ditch No. 2 <br /> and the Viele watershed. The Phase I effort obtained a copy of the Corps' <br /> hydrology model to identify the timing of the Viele inflows and allow simplified <br /> simulation of its drainage network. Some general problems were noted in the <br /> Corps' model, but our effort focused on the determination of how much of the <br /> South Boulder Creek spill would return via Viele and how much would continue to <br /> the West Valley spill route. Phase I determined that about 1800 cfs would <br /> continue to the West Valley north of Highway 36. <br /> The Urban Drainage and Flood Control District (UDFCD) authorized this Phase II <br /> initial hydrology study to estimate the distribution of flooding in West Valley <br /> downstream of Highway 36 to the area of the Wellman Ditch. For the purposes of <br /> Uthe Phase II study the Corps' hydrology remained unchanged upstream of Highway <br /> 36 other than modifications to better reflect floodplain routing downstream of the <br /> mountains. All new basins and routing elements were inserted for the Viele Basin <br /> U and the area downstream of Highway 36. <br /> UAlso, since questions regarding hydrology had been raised by the local governments <br /> and our work, requests of the Corps were made to obtain background data, basin <br /> mapping, and verification studies. <br /> ' I - 1 <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.