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FLOOD07908
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Last modified
1/25/2010 7:13:08 PM
Creation date
10/5/2006 3:17:44 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
260
County
Jefferson
Community
Unincorporated Jefferson County
Basin
South Platte
Title
Major Drainageway Planning - Sanderson Gulch/Weir Gulch Volume I
Date
8/1/1972
Designation Date
12/1/1987
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />;;;id~d chanll~l. The z;ecol\lll1~lld~d improv"'-In03ut;;; consi..t of filliny <br />the channel to allow for construction of a wide, shallow side <br />slope channel. An underdrain may be required beneath this chan- <br />nel section to control ground water levels, and accept under- <br />drain discharges from sanitary sewers. <br /> <br />The existing conduit beneath Union Blvd. is adequate to carry <br />~pproximately a 7 year sto~ runoff. This conduit may be cOn- <br />sidered adequate and no additional improvement necessary. The <br />master plan calls for installation of a paralleling conduit and <br />inlet to convey the 10 year storm beneath Union Blvd. <br /> <br />Drawing No. SW-l <br />At the south end of Main Reservoir, South Weir Gulch flows into <br />the reservoir beneath West Florida Ave. in two existing 48 inch <br />reinforced concrete pipes. An additional paralleling conduit <br />is recommended in the master plan to achieve a 10 year capacity <br />beneath the road. <br /> <br />From Florida Ave. to pierson St., the gulch is designated for <br />flood plain ~oning. It is likely that this area will be devel- <br />oped and final channel improvements should be consistent with <br />the master planning channel cross section indicated on the de- <br />sign sheet. A proposed channel invert profile for development is <br />also indicated on the master plan sheet. <br /> <br />The existing conduits under Pierson St. are adequate to pass the <br />10 year storID runoff wi~lout overtopping the street. <br />Presently, the WelCh Ditch crosses South Weir Gulch at Pierson <br />St. ^ grade separation for the two channels is provided by <br />the conduits installed under Pierson sts. <br /> <br />From Pierson St. to Station 24+40, thc channel is in the area of <br />private ownership and should be flood plain ~oned. Proposed <br />channel profile elevations are shown for possible future develop- <br />ment of this section of the gulch. <br />From Station 20+40 to Union Blvd. the channel flows through an <br />extremely deep, steep sided channel with a relatively narrow <br />right-of-way. The master plan calls for filling of this area <br />to an elevation which would permit the construction of a wide, <br />~h~JJ~w ~i.d~ Rl~~~ ch~nn~J. <br /> <br />-~~2- <br />
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