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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 />TABLE I <br /> <br />west of Quail Street (36" x 22" Arch CMP), Quail Street with no culvert, <br />Parfet Street (2-24" RCP with flared end sections (FES), and Oak Street <br />(2 - 45" x 29" HERCP with FES). Robb Street, Queen Street, the service <br />station access, Quail Street and Parfet Street also cause overflows across <br />Alameda Avenue during the 10 year flood. All of these overflows produce <br />shallow sheet flooding over short reaches of Alameda Avenue. <br /> <br />McIntyre Gulch Major Drainageway Planning Study <br />Agency/Interested Party Contact <br /> <br />Agency <br />Lakewood <br /> <br />Individual <br /> <br />Tony Lea <br />Chris Rocky <br /> <br />Potential flood hazards in this reach are traffic interruptions and <br />roadway embankment erosion on the north side of Alameda Avenue. <br /> <br />G.S.A. <br />U.S.G.S. <br /> <br />Dean Frohardt <br /> <br />Bob Jarrett <br /> <br />Jefferson Co. Health <br /> <br />Steve Busch <br /> <br />S.C.S. <br /> <br />Al Amen <br /> <br />Colorado Department <br />of Health <br /> <br />Ken Webb <br />Fred Matter <br /> <br />Agricultural Ditch <br />Company <br /> <br />Jefferson County <br />Assessor's Office <br /> <br />Hal Bishop <br /> <br />Staff <br /> <br />HUD-FIA <br />D.R.C.O.G. <br /> <br />Bob Shaw <br />Jack Hibbert <br /> <br />Homeowners (7) <br /> <br />McCall Ellingson & <br />Morri 11 <br /> <br />Lyman Fl ook <br /> <br />Infonnation <br /> <br />Drainage & street improvements <br />Zoning - Land Use <br /> <br />DFC development plans <br /> <br />DFC rainfall/runoff modeling <br /> <br />Water quality <br /> <br />Soil s data <br /> <br />Water quality <br /> <br />Ditch crossing <br /> <br />Property evaluation <br /> <br />FIA policy <br />Water quality <br /> <br />Drainage problems <br /> <br />Hydrologic, hydraulic, and <br />economic evaluation data <br /> <br />12 <br />