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<br />(Jeanne M. Boyle, continued)
<br />
<br />Highland Park Master Drainage Plan
<br />Highland Park Association
<br />Arapahoe County, Colorado
<br />
<br />Walgreens
<br />Crestar
<br />Denver, Colorado
<br />
<br />Pennsylvania Avenue Drainage
<br />Improvements
<br />City of Boulder
<br />Boulder, Colorado
<br />
<br />Hylands Creek
<br />City of Westminster
<br />Westminster, Colorado
<br />
<br />Rock Creek Individual 404 Permit
<br />Application
<br />Superior Metropolitan District NO I
<br />Superior. Colorado
<br />
<br />Rock Creek Rehabilitation
<br />Superior Metropolitan District NQ I
<br />Superior, Colorado
<br />
<br />Coalton Storage Facility
<br />Superior Metropolitan District N2 I
<br />Superior, Colorado
<br />
<br />Rock Creek Tributary RB-3
<br />Major Drainage Facilities
<br />Superior Metropolitan District Nil I
<br />Superior, Colorado
<br />
<br />Rock Creek Major Drainage
<br />Improvements
<br />Superior Metropolitan District NO 1
<br />Superior, Colorado
<br />
<br />Drainage Study Reviews
<br />City of Brighton
<br />Brighton, Colorado
<br />
<br />STD BIO
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />Project Manager
<br />
<br />Project Engincer
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />Project Engineer
<br />
<br />MclAughlin Water Engineers, Ltd.
<br />
<br />Preparation of a Master Drainage Plan to provide storm watcr
<br />detention for a partially -developed office park. The detcntion
<br />was. provided by modifying two existing acsthetic ponds. This
<br />work also included the hydraulic analysis and sizing of the
<br />outlet structures for both ponds dUling final design.
<br />
<br />Evaluation of drainage problems at an existing Walgreens site,
<br />including a detention pond with poor drainage. eroding
<br />hillsides, and a storm sewer system with inadequate capacity.
<br />
<br />Preliminary and final design of slorm sewers to improve the
<br />drainage of an existing neighborhood in Boulder, including
<br />three storm sewer outfa]Is to a canal ranging from 21" to 36"
<br />RCP, various types of inlets, a culvert, and parking lot
<br />improvements.
<br />
<br />To n~move existing houses from the Hy]ands Creek
<br />floodplain, a hydrology verification sludy and floodplain
<br />analysis were perfomled for preparation of a LaMA for
<br />submittal to FEMA.
<br />
<br />Preparalion of an appliciltion to obtain an Individual 404
<br />Pemlit for the twenty-tv..o drainage, roadway, and
<br />development projects proposed for the Rock Creek
<br />development. The application included alternatives, a
<br />mitigation schedule, and maintenance plan.
<br />
<br />Design of stream stabilization measures along 2,000 L.F. of
<br />Rock Creek, including fi.ve grouted boulder check structures,
<br />two low-flow crossings, and buried riprap bank stabilization at
<br />selected locations, with existing Sleep and eroding banks.
<br />
<br />Design of a 2.5 AF detention pond including water quality
<br />storage and outlet stnlcture, permanent pool, 17-f1. high
<br />grouted boulder drop structure, rock-lined tributary channel,
<br />littoral zone with wetlands plantings, 66-inch RCP pond outlet
<br />structure and pipe, erosion protection for two stoml sewer
<br />outfalls, and grave] maintenance path.
<br />
<br />Preliminary design of Rock Creek Tributary RB-3 stream
<br />stabilization measures, improved grass-lined channels and
<br />wetlands channels, Hillside Storage Facility (14.5 AF) and
<br />School Site Storage Facility (8.3 AF). The storage facilities
<br />include 24-ft to 26~ft high grouted boulder drop structures,
<br />trickle channels, numerous storm sewer olltfalls, gravel
<br />maintenance paths, and native grass seeding.
<br />
<br />Preliminary design of Rock Creek stream st.'lbiliwtion
<br />measures, Indiana Street culvert crossing (double ]6' by 8'
<br />RCS), Coalton Road culvert crossing (triple 17' by 7' RCB),
<br />and Coalton Storage Facility (2.5 AF detention pond including
<br />water quality storage and outlet StlUctllrc, pcnIlanent pool, 17 '
<br />high grouted boulder drop structure, rock-lined tributary
<br />channel, littoral zone Wil:h wetlands plantings, 66" RCP pond
<br />outlet stmcture and pipe, and grave] maintenance path).
<br />
<br />Work ineluded reviewing: developer's drainage studies and
<br />construction plans for conformanc(~ with the City of Brighton
<br />Drainage Criteria and lb.:: City of Brighton Outfall Systems
<br />Plan.
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