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FLOOD04864
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Last modified
1/25/2010 6:47:32 PM
Creation date
10/5/2006 1:06:02 AM
Metadata
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Template:
Floodplain Documents
County
Teller
Community
Woodland Park
Stream Name
Paint Pony Gulch
Basin
South Platte
Title
An Investigation of the Flood Hazard on Paint Pony Gulch
Date
3/1/1987
Prepared For
Woodland Park
Prepared By
CWCB
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 />I <br /> <br />Flood Hazard <br />Page five <br /> <br /> Summary of Discharqes <br />Flooding Source Drainage Area Peak Discharges (cfs) <br />and Location (Square Miles) 10-Year 50-Year 100-Year 500-Year <br />Paint Pony Gulch <br />at Confluence <br />with Loy Gulch 1.1 110 280 410 670 <br />at Confluence <br />with East Fork <br />Paint Pony 0.4 40 80 120 180 <br /> <br />Since the Flood Insurance Study is essentially in agreement <br />with the various hydrologic studies prepared by local engineers <br />for private development, it is assumed the current 100-year <br />flow on Paint Pony Gulch is 150 cfs above Kelley Road and 120 <br />cfs downstream of Kelley Road. The decrease can be attributed <br />to the detention provided by the road embankment. <br /> <br />Kelley Road <br /> <br />The most significant change to the drainage basin is the <br />original construction of Kelley Road prior to at least 1954. <br />The net effect of this road is to concentrate flows that were <br />previOUSly dispersed. Whether it flows over the road or <br />through a culvert. water now must flow in the vicinity of the <br />subject site. <br /> <br />Our understanding is that on at least one occasion <br />subsequent to its construction. Kelley Road was raised, In any <br />event, most or all of the road changes took place prior to the <br />construction of the affected homes. <br /> <br />Water can cross under Kelley Road through an existing 48 <br />foot long 29" x 18" pipe arch culvert by Mr. Kirvelevicius' <br />home and over the road via the low spot (recently surveyed <br />elevation of 8374.3) on the road just above the culvert. It <br />was noted that the December 1979 Master Drainage Plan by <br />Gilbert. Myers & Sams, Inc. shows this culvert to be a 25" x <br />16" pipe arch with a capacity of 8.2 cfs. The low point on the <br />road based on a May 1979 topographic map was elevation 8373.7. <br />
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