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<br />(Michael R. Galuzzi, continued)
<br />
<br />Aor Storage Facility and Channel
<br />Improvements
<br />Superior Metropolitan District Ng 1
<br />Superior, Colorado
<br />
<br />1996 Olympic Whitewater Venue
<br />U.S. Forest Service
<br />Polk County, Tennessee
<br />
<br />Rock Creek Drainage
<br />Improvements
<br />Superior Metropolitan District Ng 1
<br />Superior, Colorado
<br />
<br />Folsom Street Storm Sewer
<br />City of Boulder
<br />Boulder, Colorado
<br />
<br />North and South Outfall System
<br />Drainage Improvements
<br />City of Brighton
<br />Brighton, Colorado
<br />
<br />Drainage Outfall Systems Plan
<br />City of Brighton
<br />Brighton, Colorado
<br />
<br />Storm Drainage Improvements
<br />Town of Center
<br />Center, Colorado
<br />
<br />STD BIG
<br />
<br />Project Manager
<br />
<br />Project Engineer
<br />
<br />Project Manager
<br />
<br />Project Manager
<br />
<br />Project Manager
<br />
<br />Project Manager
<br />
<br />Project Manager
<br />
<br />McLaughlin Water Engineers, Ltd.
<br />
<br />Preliminary and final design, and construction of a 32 acre-
<br />foot regional detention and stormwater quality enhancement
<br />facility for the Rock Creek development. Improvements
<br />include pipe outfalls, en,;:rgy dissipation basins,
<br />wetlands/water quality t.reatment area, grouted boulder drop
<br />structures, and upstream channel stabilization measures.
<br />
<br />Des.ign of the whitewater canoe and kayak slalom competition
<br />venue for the 1996 Summer Olympic Games on the Ocoee
<br />River in the Cherokee National Forest, Polk County,
<br />Tennessee. Work included prelimjnary and final design of
<br />channel modifications which included grouted boulder levees
<br />for the 600-meter slalOITl course, and evaluation of flood
<br />protection measures for the adjacent highway.
<br />
<br />Preliminary design, final design, and construction of three
<br />schedules of drainage improvements, including: the Foothills
<br />Detention/water quality Storage Facility, Coal Creek Drive
<br />box culvert and channel improvements, and Rock Creek
<br />stabilization measures (grouted boulder check structures,
<br />riprap bank protection, regrading, and wetlands plantings).
<br />
<br />Preliminary and final design of a storm sewer outfall to
<br />Boulder Creek. Improvements include 30" RCP trunk sewer,
<br />lateral piping and inlets, diversion and reconnection of
<br />existing storm sewers, utility relocations, and grouted boulder
<br />stilling basin at Boulder Creek.
<br />
<br />Planning, design, and construction of six phases of stonn
<br />sewer and street improvl:ments to relieve flooding and provide
<br />storm sewer capacity for existing and developing arcas.
<br />Improvements induded outfall channels to the South Platte
<br />River; 24" to 72" storm sewers; jacked pipe under U.S.
<br />Highway 85, the Union Pacific Railroad and the Fulton Ditch:
<br />water and sewer relocations; curb, gutter, and sidewalk; and
<br />street repaving.
<br />
<br />Preparalion of a drainage plan to relieve flooding and provide
<br />storm drainage outfalls to the South Platte River for area~
<br />within City limits. Proj(;ct work involved hydrology,
<br />evaluation of existing drainage system and problem
<br />assessment, solution development and alternative analysis,
<br />cost estimating, and preliminary design of recommended
<br />improvements. The proposed plan involved two new storm
<br />drainage outfalls to the South Platte River, including storm
<br />sewers and inlets, grass-lined channels, and two regional
<br />detention ponds.
<br />
<br />Analysis of existing drainage system, problem assessment,
<br />alternatives analysis, preliminary and final design of storm
<br />drainage improvements to relieve flooding in the Town's
<br />business district. The constructed facilities include a 2-year
<br />storm sewer system with inlets, bUl;ed sedimentation basin,
<br />and an underground storage/infiltration system.
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