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<br />(Jeanne M. Boyle, continued)
<br />
<br />Parkway Storage Facility,
<br />Tributary RB-2, and
<br />Interim Filing Nil. 18 Pond
<br />Superior Metropolitan District Nll. I
<br />Superior, Colorado
<br />
<br />Knolls Storage Facility
<br />Superior Metropolitan District Nl.l J
<br />Superior, Colorado
<br />
<br />Folsom Street Storm Sewer
<br />City of Boulder
<br />Boulder, Colorado
<br />
<br />Rock Creek Parkway Channel
<br />Improvements
<br />Superior Metropolitan District NO I
<br />Superior, Colorado
<br />
<br />Rock Creek Rehabilitation,
<br />Tributary LB-l a Channel
<br />Improvements, and Foothills
<br />Storage Facility
<br />Superior Metropolitan District
<br />N'l
<br />Superior, Colorado
<br />
<br />Tributary LB-3 Channel
<br />Improvements and AOf Storage
<br />Facility
<br />Superior Metropolitan District
<br />N'l
<br />Superior, Colorado
<br />
<br />Audubon Creek Channel
<br />Improvements
<br />City of Tulsa
<br />Tulsa, Oklahoma
<br />
<br />Storm Drainage Improvements
<br />Town of Center
<br />Center, Colorado
<br />
<br />STD BIO
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />Project Manager
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />McI,aughlin Water Engineers, Ltd.
<br />
<br />Preliminary design of I) Parkway Storage Facility: 23.4 AF
<br />detention pond including water quality storage and outleL
<br />structure, permanent pool, liuorall.one with wetlands
<br />plantings, 60" Rep pond structure and pipe, three inlet pipes,
<br />and a gravel maintenance path, 2) Tributary RB-2 Channel:
<br />grass-lined channel including a grouted boulder trickle
<br />channel. concrete walk, and a 48" by 76" HERCP culvert al
<br />the upstream end with inlet and outlet structures), and 3)
<br />Interim Filing Nil. 18 Pond: 32.7 AF detention pond including
<br />water quality storage, a waler quality outlet pipe, an 18" CMP
<br />outlet pipe, and a gravel maintenance path.
<br />
<br />Design of a 10.4 AF detl~ntion pond including water quality
<br />storage and outlet stmcture, permanent pool. 18.5 ' high
<br />grouted boulder drop structure, two grouted boulder check
<br />structures, littoral zone with wetlands plantings, pond outlet
<br />structure, 33" RCP outlet pipe and a 54" RCP inlet pipe with
<br />rocl: stilling basins, and gravel maintenance paths.
<br />
<br />Preliminary design of 1,300 If of 18" 10 33" RCP stonn sewer
<br />designed for the 2-year {~vent, four inlets, pipe outlet structure
<br />and rock stilling basin, numerous utility connicts and
<br />relocations, a water quality pond with an outlet to Boulder
<br />Creek, and a review of the Master Plan hydrology for the
<br />study area.
<br />
<br />Design of a four-cell (18' by ] 0') box culvert. channel
<br />improvements, an 8' grouted boulder drop structure. a grouted
<br />boulder check structure, a low-flow crossing, concrete and
<br />gravel paths, and a 7' by 6' box culvert.
<br />
<br />Design of 120 If of7' by 4' box culvert, 180 If of 54" RCP,
<br />five grouted boulder check structures, one drop structure.
<br />concrete and gravel maintenance paths, and wetlands
<br />mitigation measures at Rock Creek Development.
<br />
<br />Design of 400 If of 66-,72-, and 78-inch Rep, three grouted
<br />boulder check structures. two drop structures, ten cutoff walls,
<br />gravel and concrete maintenance paths, and wetlands seeding
<br />and mitigation measures.
<br />
<br />Preliminary design of Audubon Creek improvements and
<br />storm sewers. inlets, mld overHow swales tlibutary to
<br />Audubon Creek to relieve flooding. Work included HEC-2
<br />modeling, hydrology, hydraulic grade line analyses, and
<br />culvert ~izing.
<br />
<br />Altemative analysis and preliminmy design of storm drainage
<br />improvements to relieve flooding in the Town's busincss
<br />district. Altcmatives invcstigated included gravity drain
<br />systcms, stann water purnping and retention, and storm water
<br />infiltration.
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