W. Logan Burton, P.E.
Project EngineerEducation
- B.S. Civil Engineering, Texas A&M University,
2003
- M.E. Civil Engineering (Hydraulics and
Hydrology), Texas A&M University, 2004
Registration
- Licensed Professional Engineer, State of Texas
No. 99383
- Certified Floodplain Manager, Certificate No.
1035-06N
Professional Organizations
- American Society of Civil Engineers (ASCE)
- Texas Society of Professional Engineers (TSPE)
- Board of Director (2005-Present)
- American Water Works Associations (AWWA)
- Environmental and Water Resources Institute (EWRI)
Experience Mr. Burton has four years of
experience on a variety of projects that include the
design of stormwater drainage, water distribution, and
wastewater collection systems. He has a significant amount of
experience in GIS applications using ArcView GIS and in
stormwater and water distribution modeling using a
variety of computer programs including HEC-RAS, HEC-HMS,
WinStorm, EPANET, and H2OMap Water Suite.
Corpus Christi Water System Interactive
Hydraulic Analysis, Project No. 1808
Mr Burton participated in the construction
of a steady state and an extended period
simulation (EPS) water distribution model for
the City of Corpus Christi, Texas. He is
responsible for updating the model on a regular
basis and uses the model to analyze the systems
behavior to help make recommendations on
operational procedures and infrastructure
improvements which will optimize the
distribution system. The H20Map Water model
consists of 1,110 miles of various sized pipes,
4 elevated storage tanks and 7 booster pump
stations.
Corpus Christi Water System Schematic
Book, Project No. 1808 Amendment
Mr. Burton authored a 550+ page schematic
book of the City of Corpus Christi’s water
system and is intended to be a reference for the
water system managers, operators, maintenance
teams and other consulting engineers. The book
contains drawings and information describing the
systems transmission mains, pump stations,
elevated storage tanks, water treatment plant,
chemical facilities, large volume users, raw
water delivery system, and water resale
contracts.
Laguna Madre & Oso Bay Waterline Crossing
Contingency Plan, Project No. 1808 Amendment
Mr. Burton assisted in preparing an
emergency response plan (ERP) intended to guide
the City of Corpus Christi Water Department
through the necessary procedures to effectively
and efficiently responding to a waterline
failure on the 3.2 miles of 24”-30” transmission
line crossing the Laguna Madre and the Cayo del
Oso water bodies. The ERP provides key
information on the existing waterline and asks
the relevant questions necessary for making good
response decisions. In addition, the ERP
includes a decision tree, alternate water
delivery methods, waterline repair details, and
an environmental assessment
Padre Island Desalination Plant, Project
No. 1706
Mr. Burton participated in a feasibility
analysis and siting plan for a desalination
plant located on North Padre Island. The purpose
was to determine if desalination was a viable
option for supplementing the City of Corpus
Christi’s water supply on the island. He
coauthored the report on the feasibility and
site evaluation with emphasis on the
hydrogeology, water treatability, aquifer
storage and recovery, by-product disposal, and
the variety of economic impacts.
Elevated Storage Tank Inspection Report,
Project No. 2061
Mr. Burton participated in the inspections
and helped author the annual inspection report
on the 4 elevated storage tanks in the City of
Corpus Christi’s water distribution system. The
project consists of an interior and exterior
inspection to determine the condition of all
tank structural components, identifying the
condition of the protective coating system,
checking the tank foundations, verifying the
adequacy of all modifications since original
construction, verifying compliance with all AWWA,
TCEQ, and other industry recognized safety
standards and then writing an inspection report
detailing the findings and making the necessary
improvement recommendations.
- Stormwater Drainage Systems:
Parking Lot Serving the Ball Park,
Project No. 1856
Mr. Burton designed a parking lot and
the associated stormwater drainage system
for the Port of Corpus Christi. The parking
lot facility covered approximately 15 acres
of impervious surface and consisted of 2,200
parking spaces. The drainage improvements
included 1,950 LF of various sized
conveyances ranging from 24 inch RCP to
6’x2’ CBC and numerous grate and curb
inlets. The system was modeled using HEC-HMS
and WinStorm.
Meadowbrook Subdivision Area Drainage
Improvements, Project No. 1803
Mr. Burton participated in the design of
stormwater improvements for the 1,375 acre
Meadowbrook/Shephard Street subdivisions in
Corpus Christi, Texas. He was responsible
for constructing and analyzing HEC-HMS and
HEC-RAS computer models for the existing and
proposed systems. The design included
100,000 cubic yards of pond excavation, 550
LF of 10’x6’ concrete box culvert,
approximately 2,000 LF of various sized RCP,
and 2,625 LF of concrete and earthen
drainage channel.
Willow/Brawner Parkway Proctor Channel
Outfall, Project No. 1922
Mr. Burton participated in the design of
stormwater improvements on two of the City
of Corpus Christi’s largest drainage
systems. Together, these stormwater systems
have a drainage area of 4, 660 acres, 9
miles of trunkline, 3 miles of earthen open
channel ditch and then outfall into the
Corpus Christi Bay via 12’x13’ CBC. He was
responsible for constructing and analyzing
HEC-HMS and HEC-RAS computer models for the
existing and proposed systems.
ONSWTP Roadway and Drainage
Improvements, Project No. 1392 Amendment
Mr. Burton participated in the design of
stormwater improvements at the ON Stevens
Water Treatment Plant. The improvements
included installing curb inlets at an
interior road intersection, modifying the
drainage around the existing Return Wash
Water Tank, and rehabilitating the existing
internal road system.
- Wastewater Collection Systems:
Tesoro Drive Lift Station Force
Main Replacement, Project No. 1876
Mr.Burton designed a sanitary sewer
force main and assessed the condition of
the associated existing lift station.
The project consisted of rerouting and
extending 2900 LF of 6 inch force main
and a complete rehabilitation of the 250
gpm lift station for a total
construction cost of $290,000.
Oso Basin I/I Study and Collection
System Recommendations, Project No. 2037
Mr.Burton participated in an
Infiltration/Inflow study of 200,000 LF
of sanitary sewer and 500 manholes in
the Oso Wastewater Treatment Plant
Basin. This project also included
developing infrastructure improvement
recommendations (i.e. mini-master plans)
for the existing collection system in 13
designated areas where development is
expected in the near future.
Neighborhood Street
Reconstruction, Project No. 1990
Mr. Burton participated in the
investigation and design of
approximately 8.5 miles of road
reconstruction and rehabilitation.
The rehabilitation included
stabilizing the existing street
sections, chip seal, hot mix
overlay, removal and replacement of
select curb and gutter, sidewalks,
ADA ramps, driveways, and related
improvements. The adjacent utilities
also required various improvements,
including installing liners on
wastewater lines and fiberglass
manholes and removing and replacing
outdated waterlines. The estimate of
probable construction cost is
approximately $6,500,000.
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