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FLOOD10385
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Last modified
1/26/2010 10:13:20 AM
Creation date
10/25/2007 4:54:34 PM
Metadata
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Template:
Floodplain Documents
County
Jefferson
Community
Golden, Lakewood
Stream Name
Upper Lena Gulch
Basin
South Platte
Title
Major Drainageway Planning - Upper Lena Gulch - Phase B Report
Date
3/1/1994
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 />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />The existing structure under the Heritage Square access road is a 60" diameter CMP culvert and has capacity for <br />approximately the 10-year flow. The access road and Highway 40 will be overtopped during the 100-year event <br />causing flow to split. Approximately 90 cfs will follow an independent flow path along the southeast side of <br />Highway 40. Thc SIJUctUIC UUdel Highway 93 is alsu a 60" diamctcI CMP. Buththc 10-yt;"dJ and 100-yt:alfluws <br />will overtop Highway 93, just upstream from the confluence of Apex Gulch and Lena Gulch. Damages in this reach <br />are minor since no residential or commercial structures lie in or near the floodplain. The recommended <br />improvements for this reach include erosion control structures at regular intervals to stabilize the channel. These <br />structures should improve the downstream water quality and will help to prevent streambed degradation. <br /> <br />Reach L-13 <br /> <br />Comments on Sheet 2 of 18 <br /> <br />Station 450+00 to 425+00 <br /> <br />REACH L-13 (Continued) - SHEET 2 <br />Item Description <br />Erosion Control Structures <br />- Includes excavation, b <br />Total Construction Cost <br />- 15% Engineering <br />- 20% Contingencies <br />TOTAL COST <br /> <br /> <br />Ouantitv Unit Unit Price Cost <br />- ~ <br /> 190,000 <br /> 17,900 <br /> 27.400 <br /> 164,300 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />u <br /> <br />I <br /> <br />I <br /> <br />I <br />
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