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FLOOD10505
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Last modified
1/26/2010 10:13:34 AM
Creation date
11/9/2007 10:17:41 AM
Metadata
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Template:
Floodplain Documents
County
Morgan
Community
Brush
Basin
South Platte
Title
Brush - Storm Drainage Master Plan
Date
7/19/2006
Prepared For
Brush
Prepared By
Nolte 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 />1'1 <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />!I' <br />II <br />i! <br /> <br />I'JOlTE <br /> <br />City of Brush <br />Storm Drainage Master Plan <br /> <br />BEYOND ENGINEERING <br /> <br />3. North Central Area, which is a low-lying area near the southwest corner of the <br />I-76/North Colorado Avenue interchange. This area experiences frequent flooding <br />of streets and low-lying areas in backyards in the vicinity. <br /> <br />In addition to the areas considered as part of the previous study, the following additional <br />areas were identified by City of Brush officials and local residents as part of the current <br />study: <br /> <br />1. South Railroad Area. This area is located south of the railroad tracks in the <br />downtown area. In this area a 5" rainfall reportedly caused extensive flooding at <br />Knearl Street and South Curtis Street and other locations in the vicinity. (As a <br />clarification, this rainfall depth or intensity was not used for evaluation or design <br />of potential alternatives.) <br /> <br />2. Lincoln StreetlMill Street. This location, along the south side of Mill Street near <br />Lincoln Street and Ray Street has experienced frequent flooding at intersections <br />and stormwater has backed up into houses. Stormwater flows come from Hospital <br />Road from the south and west and back up at the intersection. <br /> <br />ALTERNATIVE DEVELOPMENT <br /> <br />General <br />Several alternatives for addressing local drainage problems in the Clayton Street, Sunset <br />Addition and North Central Area were developed and evaluated as part of the previous <br />Carter Burgess study. These altematives consisted of a combination of additional storm <br />sewers, retention ponds, local grading and other improvements developed for the 10-year <br />and 25-year storm events. Several of these altematives are also included in this study. <br />Minor modifications were made where appropriate and cost opinions were updated to <br />current 2006 costs. Additional altematives requested by the City of Brush and identified <br />by Nolte Associates, Inc. were also evaluated for this study. For altematives involving <br /> <br />Nolte Associates,Inc. <br /> <br />6 <br />
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