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FLOOD10386
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Last modified
1/26/2010 10:13:21 AM
Creation date
10/25/2007 4:56:45 PM
Metadata
Fields
Template:
Floodplain Documents
County
Jefferson
Community
Golden, Lakewood
Stream Name
Upper Lena Gulch
Basin
South Platte
Title
FHAD - Upper Lena Gulch
Date
1/1/1993
Prepared For
UDFCD
Prepared By
Boyle Engineering Corporation
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />15-16 <br /> <br />Sheets <br /> <br />Sta. 0+00 to 29+00 <br /> <br />AG <br /> <br />+00 to 40+00: Sheet 13 <br /> <br />Sta, 31 <br /> <br />P-3 <br /> <br />I <br /> <br />split <br /> <br />flow <br /> <br />multi-directional <br /> <br />floodplain in Apex Gulch is complicated by a <br /> <br />The <br /> <br />relatively <br /> <br />is <br /> <br />View Tributary <br /> <br />the Pleasant <br /> <br />reach on <br /> <br />this <br /> <br />through <br /> <br />floodplain <br /> <br />The <br /> <br />I <br /> <br />to Heritage <br /> <br />road <br /> <br />access <br /> <br />the upper <br /> <br />through <br /> <br />the undersized culvert <br /> <br />caused by <br /> <br />quickly <br /> <br />fairly well contained at the upstream limits of the study but <br /> <br />broadens as <br /> <br />narrow and <br /> <br />I <br /> <br />100 cfs leaves the main channel and enters the Heritage <br /> <br />Approximately <br /> <br />Square <br /> <br />the <br /> <br />reach <br /> <br />to <br /> <br />travels overland across undeveloped property <br /> <br />flow <br /> <br />the main channel in a <br /> <br />250 cfs leaves <br /> <br />About <br /> <br />the south <br /> <br />Square development to <br /> <br />reach occur <br /> <br />this <br /> <br />Damages in <br /> <br />upstream of Orchard Street <br /> <br />of residential structures located <br /> <br />just <br /> <br />improved channe <br /> <br />I <br /> <br />the north of the main channel which crosses undeveloped <br /> <br />1500 feet downstream <br /> <br />re-enters the main channel approximately <br /> <br />to <br /> <br />flow path <br /> <br />property and <br /> <br />second <br /> <br />the <br /> <br />damage is also expected in this reach <br /> <br />mmediately adjacent to <br /> <br />imited number <br /> <br />Erosion and minor pavement <br /> <br />to a <br /> <br />floodplain <br /> <br />I <br /> <br />Sta, 0+00 to 31 +00 <br /> <br />P-1,2 <br /> <br />I <br /> <br />as <br /> <br />the development <br /> <br />through <br /> <br />travels <br /> <br />into Heritage Square <br /> <br />flow split <br /> <br />100 cfs <br /> <br />The <br /> <br />3-14 <br /> <br />Sheets <br /> <br />out the main entrance <br /> <br />1 foot, <br /> <br />flow, with average depths less than <br /> <br />mostly shallow <br /> <br />I <br /> <br />the mainstem of <br /> <br />re-enters <br /> <br />flow <br /> <br />The <br /> <br />as sheet flow <br /> <br />the parking lot <br /> <br />and across <br /> <br />floodplain <br /> <br />the <br /> <br />View Tributary have <br /> <br />the Pleasant <br /> <br />n <br /> <br />reaches <br /> <br />two <br /> <br />The lower <br /> <br />I <br /> <br />upstream of <br /> <br />just <br /> <br />U.S. Highway 40 and Highway 93 <br /> <br />the vicinity of <br /> <br />Lena GUlch in <br /> <br />in <br /> <br />the point <br /> <br />to <br /> <br />the banks of the improved channel <br /> <br />completely contained within <br /> <br />The split flow option In HEC-2 <br /> <br />Apex Gulch with Lena Gulch <br /> <br />the confluence of <br /> <br />tributary <br /> <br />asmal <br /> <br />At this point <br /> <br />terminates <br /> <br />mproved channel <br /> <br />where the <br /> <br />reach P-1 <br /> <br />I <br /> <br />the channel in both paths near the <br /> <br />the discharge leaving <br /> <br />was used to compute <br /> <br />flow comes <br /> <br />This <br /> <br />the southwest <br /> <br />from <br /> <br />flow <br /> <br />View <br /> <br />the main Pleasant <br /> <br />flow enters <br /> <br />road to Heritage Square <br /> <br />upper access <br /> <br />n addition <br /> <br />View Subdivision <br /> <br />the Pleasant <br /> <br />from local drainage within <br /> <br />primarily <br /> <br />I <br /> <br />View <br /> <br />the Pleasant <br /> <br />the main channel on Lena Gulch splits and joins with <br /> <br />from <br /> <br />flow <br /> <br />I <br /> <br />the Heritage Square parking <br /> <br />from <br /> <br />the sheet flow <br /> <br />reach <br /> <br />end of this <br /> <br />At the lower <br /> <br />to <br /> <br />this area widens <br /> <br />floodplain In <br /> <br />the <br /> <br />As previously mentioned <br /> <br />flows <br /> <br />Tributary <br /> <br />n addition <br /> <br />flows overtop Highway 93 <br /> <br />Gulch channel <br /> <br />main Apex <br />from <br /> <br />the <br /> <br />and <br /> <br />ot <br /> <br />flow <br /> <br />there <br /> <br />From <br /> <br />West. <br /> <br />undeveloped land on Camp George <br /> <br />an area of <br /> <br />cover <br /> <br />I <br /> <br />the overflows crossing <br /> <br />with <br /> <br />Gulch combine <br /> <br />Lena <br /> <br />overflows <br /> <br />upstream <br /> <br />the <br /> <br />the undeveloped property in Camp George West to <br /> <br />travels overland across <br /> <br />I <br /> <br />flow area <br /> <br />this complicated <br /> <br />surface elevations In <br /> <br />Floodplain water <br /> <br />Highway 93 <br /> <br />to minor <br /> <br />reach are primarily due <br /> <br />this <br /> <br />Damages in <br /> <br />erosion and debris cleanup and <br /> <br />confluence with Lena Gulch <br /> <br />the upstream energy of the Lena Gulch and Apex <br /> <br />were computed by balancing <br /> <br />removal <br /> <br />I <br /> <br />Gulch overflows <br /> <br />I <br /> <br />8 <br /> <br />I <br /> <br />I <br />
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