HYDROLOGIC, HYDRAULIC & FLOODPLAIN RECLAMATION PROJECTS
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Willow Bend Office Park
Plano, Texas |
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| Hydraulic analysis of improved main stream alterations for combination concrete flume, gabion section transition and vegetated side slopes on Stream 5B-18. Transition and stream bend repairs design and hydraulics. Coordination with City of Plano and FEMA to process CLOMR and LOMR. | |
 Granite Park
Plano, Texas |
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| Hydrology studies and Detention Analysis for series of three lakes (7.5-acres), with quality amenities used for detention of 140-acre watershed for 90-acre High Rise Office Development at southeast corner of the Dallas North Toll way and S.H. 121. Coordination with U.S.C.O.E. for 404 permit, TNRCC Permit for impounding State waters, City of Dallas for raw water use, City of Frisco as downstream City, NTTA for downstream drainage connection, and City of Plano. | |
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Sublett Road
Arlington, Texas |
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| Design of 1.3 miles of six-lane divided thoroughfare including 180' wide span bridge crossing at Rush Creek and related channel improvements. Design of hike and bike trail crossing under bridge and various channel liners, including gabion sections at transitions. Compiled data for submittal for map revision to FEMA. | |
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Denton Tapp
Coppell, Texas |
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| Hydraulic modeling of Denton Creek for installation of a bridge crossing for a six lane divided arterial roadway with hike and bike trail crossings under bridge. Bridge design involved sheet pile stabilization of severely scouring stream, special esthetic treatments of bridge rail, textures, and lighting. | |
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Windhaven Parkway
Plano, Texas |
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| Hydraulic modeling for multiple barrel culvert for arterial roadway crossing of Stream 5B-29 Tributary of White Rock Creek. Preparation of Letter of Map Revision. Project was a 1.2 million arterial roadway project with City of Plano participation. Coordination with 404 required involving Pre-Discharge Notification. | |
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Villages of Willow Bend
Plano, Texas |
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| Hydraulic, hydrologic analysis of numerous creeks and drainage improvements for development of infrastructure for 1,600-acre development. Improvements included hydraulic analysis of White Rock Creek bridge crossing at Plano Parkway, 96' wide chute spillway for recreational lake, ten multi-barrel box culvert crossings of major streets, 2,200 linear feet of channel improvements and over 3,600 linear feet of minor alterations to preserve natural creeks. | |
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Girl's Fast Pitch Softball Complex
North Richland Hills, Texas |
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| Hydraulic Analysis of Flood Fringe of Walker's Branch to allow for installation of ball fields within flood plain without creating rise in 100 year flood level. | |
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Cityview Urban Center
Fort Worth, Texas |
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| Hydrologic and flood studies for design of two recreational lakes and dams containing 9.34 surface acres located along a tributary CF-5 containing approximately three square miles of drainage area. Hydraulic analysis of two 180' wide chute spillways and an 80' wide drop structure. Preparation of LOMR and process approval with City and FEMA. | |
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Halliburton Computer Center
Arlington, Texas |
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| Hydrologic and hydraulic analysis of private roadway bridge crossing of Rush Creek to serve the 71-acre corporate and computer service center for the Halliburton Corporation. | |
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Shoal Creek Addition
Plano, Texas |
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| Hydrology for 1200 to 1600-acre watershed, determining pre and post development 100-year flood discharges affecting 480-acre residential development on Wolf Creek. Hydraulic analysis of 1600 linear feet of existing stream determining pre and post project flood levels. Analysis of two main stream culvert crossings, two small ponds with outlet control structures and gabion stream linings for bend repairs at four locations totaling 400 linear feet. Coordination with U.S.C.O.E. and process pre-construction notification. | |
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Mesquite Town Center
Mesquite, Texas |
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| Hydrologic and hydraulic analysis of lower South Mesquite Creek for development of a commercial retail center. | |
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Hebron Village Addition
Carrollton, Texas |
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| Hydrologic evaluation of 600-acre watershed, utilizing HEC1, for 28-acre commercial development. Hydraulic analysis of dam and lake improvements and detention computations for 1.2-acre small pond. Stream evaluation pre and post conditions for 800 linear feet of natural stream, including online drop structures at three locations. Permit coordination with U.S.C.O.E. for confirmation of project conformance to existing Nationwide permits. | |
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Waterway Park North
Arlington, Texas |
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| Hydraulic/hydrologic studies for reclamation and channel improvements for 2,500 linear feet section of Village Creek and design of off-channel 18-acre lake to serve 400-acre mixed use development. | |
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Towne Lake
Irving, Texas |
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| Reclamation studies and hydraulic/hydrologic analyses for improvements to 2,600 linear foot section of Estelle Creek including a four-acre linear lake, earthen channels and six-barrel 10'x10' box culvert for improvements to a 610-acre development. | |
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Bernay Addition
Mansfield, Texas |
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| Designed numerous hydraulic structures and improvements for a 180-acre mixed-use development. Drainage facilities included 1,400 linear feet of grassed improved channel, 1,200 linear feet concrete-lined channel, double 8'x6' box culvert and 2,700 linear feet 72" to 96" reinforced concrete pipe. | |
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Park Springs Boulevard
Arlington, Texas |
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| Design of 2.1 mile, six lane divided thoroughfare including 260' wide bridge span at Rush Creek crossing and channel improvements. Compiled a request for map revision to submit to FEMA. | |
