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FLOOD00859
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Last modified
11/23/2009 1:21:23 PM
Creation date
10/4/2006 9:32:43 PM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Community
Boulder
Stream Name
Bullhead Gulch
Title
Bullhead Gulch Hydrology Report
Date
3/4/1995
Prepared For
FEMA
Prepared By
Taggart Engineering Associates, Inc.
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 /> <br />BULLHEAD GULCH HYDROLOGY REPORT <br />ADDENDUM NO. 1 <br /> <br />Per comments from Centennial, Engineers for the Town of Erie, the following two <br />changes are made to the Bullhead Gulch Hydrology Report, August 22, 1997: <br /> <br />1. The SWMM model was changed (new model is named "bh100fi4.sin/.sot," the <br />printout for the 1 OO-year is included): Routing element 49, which receives runoff <br />from basins 47 and 48 (south of Arapahoe Ridge) and from basin 49 (west of <br />Arapahoe Ridge) has been changed to circumvent the Arapahoe Ridge pond and <br />connect with Prince tributary just downstream of the pond. During our November <br />13, 1997 telephone_conversation, Mr. Tom Fuentes (Centennial) said that those <br />flows from basins 47, 48, 49 do not enter the Arapahoe Ridge development or <br />pond, but run along 111th street. No analysis has been done to determine where <br />those flows finally enter Prince Tributary. Please note that the CUHP runoff <br />analysis did not change, therefore the "bh 1 OOfi4.sin" model should be run with <br />the CUHP file "bh100fi3.chd." <br /> <br />TEA was directed to use the Urban Drainage and Flood Control District Flood <br />Hazard Area Delineation Study (FHAD) SWMM model as a basis for the FIS, with <br />corrections for storages and other watershed/ channel changes. The FHAD <br />shows element 49 entering Prince Tributary at the Middle of Section 26, which is <br />just downstream of the new Arapahoe Ridge Development. The exact flow <br />pattern for element 49 is not clear from UDFCD mapping or from design contours <br />for 111 th Street / Aprapahoe Ridge. For the purposes of this FIS, the flows are <br />assumed to enter Prince Tributary just downstream of the Arapahoe Ridge <br />detention pond. <br /> <br />1 <br /> <br /> <br />Modified Figures 2 (2/2).3,5 and Modified Table 2 (included) reflect this change. <br />Impact of this change was minimal, as can be seen by comparing these modified <br />versions with the original versions in the report. We will use the modified flows <br />to maintain consistency with the Town of Erie. <br /> <br />2. Add the following sentence to item 1., page 1.: <br /> <br />Percent impervious in the FIS was also compared to land use in the Erie <br />Comprehensive Plan, 1996, and was found to be generally in agreement. (See <br />Appendix H in original report,) <br />
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