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ensuring flood protection, stability and serviceability
Levee Services
MECInternational
Formed in 2004 and established in 2013, MEC International, LLC (MEC) provides
specialized engineering services to construction contractors. MEC is a Minority Owned
Small Business Enterprise (SBE) certified by the State’s Department of General Services
(Certification ID 1784190, Exp. 05/31/2018). Additionally, MEC is Certified by the Federal
Government as a Small Disadvantaged Business as defined in 13 CFR 124.1002 (Cage
Code: 742F5, and DUNS 079350264).
Our professionals have worked on all stages of levee and dam projects. From
environmental permitting to biology and cultural resources work, to field explorations and
hydrogeology. We have conducted levee and dam performance evaluations, periodic
inspections, operations and maintenance reviews, engineering design, stability and
seepage analyses. We have prepared design drawings and specifications, construction
estimates, and managed the construction of multiple levee and earthen dam projects.
Our team played key roles in high profile levee projects such as:
•Non-Urban Levee Evaluation Program, Tehama, Glenn, Butte, Colusa, Yolo, and
Sutter counties, California Department of Water Resources (DWR), CA
•Urban Levee Evaluations Program, South Sacramento Stream Levees, DWR, CA
•Urban Levee Evaluations Program, Reclamation District (RD) 404 Levees, DWR, CA
•Non-Urban Levee Evaluations Program, Conceptual Design & Cost Estimating,
Colusa, Sacramento & West Bank Levees, DWR, CA
•Forensic Geotechnical Engineering Analysis, Sunland Park Levee, U.S. and Mexico
International Boundary and Water Commission, El Paso, TX.
•Sacramento River Periodic Inspection, USACE, Sacramento, CA
•Non-Urban Levee Evaluation Program, Vegetation Evaluation, DWR, CA
•USACE Sacramento River Levee and Canal Periodic Inspections, CA
•Levee E, Sheyenne River, City of Lisbon, ND
•California DWR Delta Risk Management Strategy (DRMS), CA
•USACE 17th Street Canal (Katrina Levees), LA
•Fargo-Moorhead Area Diversion Levees and Canals, ND
•Xcel Energy Levee Hydrofracture Risk Evaluation, Multiple Levees, Fargo, ND
•USACE Herbert Hoover Dike, FL
•SFWMD Stormwater Treatment Area Levees (STAs) 5 and 6, FL
•SFWMD Compartments B and C Levees, FL
•SFWMD C-11 Canal and Levee system, FL
•SFWMD Biscayne Bay Deering Estates and Cutler Flow Ways, FL
•Panama Canal Authority: Panama Canal Expansion (Panama)
MECInternationalQualifications
Headquarters: 4200 B Street, Sacramento, CA 95819(415) 866-4497
www.MECinternational.us
MECInternational
Overview
Levees are an important part ofinfrastructure. They are designed to keepthe public safe from flooding and water
damage. As such, they are subject to ever-changing legal, regulation, and design criteria.
These aging, crucial infrastructure componentsmust also to withstand new pressures from
climate changes and outlast maintenance budgetcuts. Our professionals’ involvement in projectssuch as the Katrina levees in New Orleans, the
California Central Valley levee system evaluationsand the Florida Stormwater Treatment Area leveeshave allowed our people here at MEC to understandthese risks better than most.
Overview
Levee Design
Levee Evaluations
Levee Repair Alternatives
Levee Periodic Inspections
Levee Operations and Maintenance
MECInternational
We at MEC have ensured that our company is proactive in our approach to levee planning, design and repairs. When you need swift, expert-level services, from design to construction to maintenance, we can help. We are experienced in federal, state, and local requirements. We understand the responsibilities that levee owners face. Our deep understanding allowsus to utilize a risk-based approach to levee decision making. Our professionals actively participate in organizations such as the California Science Team, forwarding safety and innovation in levee policy.
Our Levee Services
Levee DesignThere are a multitude of factors to be considered when designing a levee. These
factors will vary depending on foundation conditions, available borrow materials,
design water elevation, trafficability of the levee surface, urban/non-urban
setting, construction methodology, and many more. These variables will in turn
affect the selection of analysis parameters.
Our engineers have extensive experience in levee design. From planning and
subsurface evaluations, to strength characterization of foundation and
embankment materials, to cross section selection and embankment design. We
have performed hundreds of Finite Element seepage runs, slope stability
analyses, seismic vulnerability, liquefaction triggering and deformation analyses.
We have also evaluated alternatives and designed repairs, retrofits and
upgrades for existing levees that were not meeting current standards. Our
designs address 4 primary deficiencies: freeboard, erosion, seepage, and slope
stability. Our engineers have experience with seepage and stability berms, cut-off
walls, rock slope protection, pier walls, jet grouting, and geometry and freeboard
repairs.
MECInternational
Our services include:
Planning & investigations
Laboratory testing & characterization
Strength parameters & reach selection
Freeboard & embankment design
Slope stability and seepage analyses
Erosion susceptibility evaluations
Seismic & liquefaction triggering
Periodic InspectionsOur team members have inspected literally hundreds of miles of levees. Our
approach supports US Army Corps of Engineers’ mission to ensure flood
protection, stability, and serviceability. We have partnered and worked with
Federal, State and Local agencies, including Reclamation and Irrigation Districts.
We provide exhaustive and detail-oriented periodic inspections services. Our
systematic approach to levee inspections has allowed us to develop a deep
understanding and a comprehensive information database of:
MECInternational
Our levee inspections include:
Embankments
Erosion, seepage and stability issues
Drainage structures, ditches and canals
Flood walls, levee crest and freeboard
Vegetation effects
Repairs effectiveness
Operation and maintenance manuals
• Geomorphology
• Erosion
• Animal activity & burrows
• Soft soils
• Underseepage susceptibility
• Seismic vulnerability
• Liquefaction triggers
• Piping potential
• Historic levee performance
• Levee survey inventories
• Pipes, penetrations &
encroachments
We bring this extensive knowledge base to every one of our projects. We can
assists you with the entire inspection process, from project management and
administration to database building and post-processing.
Levees are crucial infrastructure components. As such, it is of outmost importance to
understand the existing conditions, in order to proactively prepare and eliminate the
possibility of a catastrophic failure in the event of a flood.
Our professionals have evaluated over 1,000 miles of levees on all types of geographic
and geologic settings. We apply a rigorous methodology to levee evaluations. Our
approach evaluates the existing conditions with respect to USACE Levee Design
Criteria.
To identify potential levee deficiencies, we perform exhaustive historical data
evaluations to have a thorough picture of past and current performance of the levees.
We conduct preliminary field investigations and associated laboratory testing, and then
run preliminary analyses based on this information. Analysis results help us focus on
potential problem areas that need further investigation. We utilize historic and design
water elevations in our analyses.
Supplemental field investigations and final analyses help us define performance
deficiencies and separate levee reaches that meet performance criteria from those that
do not. We develop conceptual remediation alternatives for each deficiency identified.
We run analyses to verify the effectiveness of the alternatives, and prepare a conceptual
cost estimate for decision making.
Levee Evaluations
MECInternational
Our services include:
Historic performance evaluations
Preliminary investigations and analyses
Freeboard and geometry assessments
Erosion evaluations
Underseepage and throughseepage analyses
Stability analyses
Seismic deformation hazard analyses
Remediation alternatives
Conceptual cost estimation
and has worked on engineering
and analysis of 35 ASDSO jurisdic-
tional dams and tailings dams, and
over 50 dam, reservoir and tailings
dam projects worldwide. His
expertise includes dams, levees,
canals, tunnels, rock, geotechnical
engineering, mining, reclamation,
closure, and numerical modeling.
• Junction Dam, El Dorado County, CA. Principal in Charge
for the 3D non-linear static and dynamic analysis of the
variable radius double curvature 550-ft, 170-ft high
concrete arch dam for FERC review.
• Lone Star Dam, Douglas County, KS, Principal in Charge,
for the progressive slide failure analysis & reconstruction
alternatives for the 1,800-ft, 90-ft high, Class 4 Federal
Dam under USACE jurisdiction.
Selected Dam Experiences
Franz Campero, PhD, PE, MBA
Professional Registrations
Professional Engineer, California
Professional Engineer, Florida
Professional Engineer, Nevada
EducationPhD, Civil/Mechanical Engineering,
Florida Institute of Technology
MS, Mechanical Engineering, Florida
Institute of Technology
MEng, Rock Mechanics & Mining,
Escuela Militar de Ingenieria, Bolivia
MBA, Imperial College London, UK
BS, Civil & Environmental
Engineering, Politecnico di Milano,
Italy
• Folsom Dam Joint Federal Project, Auxiliary Spillway, Folsom, CA. Geotechnical Engineer for
the 1,100-foot long approach and 3,000-foot long spillway chute.
• Blue Mounds Spillway and Dam Failure & Reconstruction, Rock County, MN. Principal in
Charge for the analysis of the failure of the 800-ft long, 60-ft high dam.
• Teck Highland Valley Copper Tailings Storage Facility Dams, British Columbia, Canada.
Principal Engineer for the performance review a and analysis of the 620-ft tall, 1.9 miles long
L-L dam and the 315-ft tall, 1-mile long H-H dam.
• Dam Drain No. 25, Walsh County Water Regional Board (WCWRB) Walsh County, ND.
Principal in charge for the spillway and dam failure evaluation for the 60-ft high structure.
• Misicuni Hydroelectric Project, Dam and Palca Utilities Tunnel, Cochabamba, Bolivia.
Geotechnical engineer for the numerical modeling for the 390-ft high, 1,500 ft dam and the
two-mile long, half mile-deep14-ft equivalent diameter utilities tunnel.
• HL-4 Dam, Hopewell Mine, Hillsborough County, FL. Lead engineer for design
of the new 60-ft high, 2.5-mile long dam.
• SFM-5 Dam, Hopewell Mine, Hillsborough County, FL. Lead
engineer for design of the new 80-ft high, 4.3-mile long dam.
• Tampa Bay Regional Reservoir, Hillsborough County, FL.
Quality Control Officer for the construction of the 90-ft high,
5-mile above ground reservoir.
• Challhuahuacho and Chuspiri Dams, Xstrata Copper, Peru
Lead geotechnical engineer for the feasibility study for the
two roller-compacted concrete (RCC) dams.
Dr. Franz Campero is a California Registered Professional Engineer
with over 25 years of consulting and project management experience
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Selected Levee & Canal Experiences
Franz Campero, PhD, PE, MBA
• Levee E, Sheyenne River, City of Lisbon, ND. Principal In Charge for the design of the new
10-ft tall levee.
• Urban Levee Evaluations (ULE) Program, Reclamation District (RD) 404 Levees, California
Department of Water Resources, San Joaquin County, CA. Task Order Manager for the
current state evaluation, engineering analyses, design of upgrades, and construction cost
estimates for upgrading levees to FEMA Certification Standards.
• 17th Street Canal, Levee and Floodwall Engineering Evaluations, Katrina Hurricane, New
Orleans, LA. Senior technical adviser for post-failure levee and floodwall evaluations.
• Urban Levee Evaluations (ULE) Program, South Sacramento Streams Levees, California
Department of Water Resources, San Joaquin County, CA. Task Order Manager for the
current state evaluation, engineering analyses, design of upgrades, and construction cost
estimates for upgrading levees to FEMA Certification Standards.
• Non-Urban Levee Evaluation Program, California DWR, Tehama, Glenn, Butte, Colusa, Yolo,
and Sutter counties, CA. Area manager for the levee evaluation of over 200 miles of levees
located in the Central Valley. The geotechnical evaluations included levee preliminary
characterization using historic and subsurface information, performance of levee assessment,
production of deliverable reports, outreach meetings with local interests, and presentations.
• Non-Urban Levee Evaluations Program, California Department of Water Resources,
Conceptual Design & Cost Estimating, Colusa and Sacramento West Bank Levees. Area lead
for the conceptual design and cost estimating for over 60 levees with total length of over 400
miles of operable levees on rivers, creeks, and sloughs.
• Sacramento River Periodic Inspection, United States Army Corps of Engineers, Sacramento,
CA. Led the preparation of levee geotechnical and foundations characterization for pre-
inspection packets in advance of field inspections of levees along the Sacramento River.
• Non-Urban Levee Evaluation Program, Vegetation Task Lead, California Department of Water
Resources. Led and managed the investigation of the influence of vegetation on levee
performance for approximately 900 miles of levees in northern California.
• Compartment C Impoundment Levee Design, SFWMD, Hendry County, FL. Lead engineer
for the design of 12 miles of new levees and canals for stormwater treatment purposes.
• C11 Impoundment & Stormwater Treatment Area Levees, SFWMD, Broward County, FL.
Lead engineer for the design of 8 miles of new levees and canals for stormwater treatment.
• Frog Pond Levees, SFWMD, Miami-Dade, FL. Lead Geotechnical Engineer for the project
that included the characterization of embankment foundation soils and rocks, generation of
geologic and hydrogeologic profiles, finite element seepage analyses, slope stability
analyses, and preparation of preliminary geotechnical assessment and foundations report.
• Herbert Hoover Dike, S-2 Pump Station, Okeechobee Lake, FL. Lead Geotechnical Engineer
for the evaluation of global stability of the embankment retaining wall at the pump station
affected by an excavation of contaminated ground.
• Xcel Energy Optical Fiber HDD, Fargo, ND. Principal in charge for the hydrofracture risk
evaluation for horizontal directional drilling under 2 levees and a canal.
• Fargo-Moorhead Area Diversion Canal, Owner’s Engineer, Fargo, ND. Lead geotechnical
engineer for the project.
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Dr. Sikdar is proficient in numerical modeling, deformation analysis,
seepage & slope failure mechanisms using finite element techniques.
Selected Experiences
Debashis Sikdar, PhD, PE
• Flood Protection Levee, Woodlawn, Trollwood and Tessa
Terrace, Moorhead, Lead engineer for the analyses to
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Professional Registrations
Professional Engineer, Oregon
Professional Engineer, North Dakota
EducationPh.D., Civil Engineering, North
Dakota State University
MS, Geotechnical Engineering,
Bengal Engineering College, India
B.S., Civil Engineering, University of
North Bengal, India
• Emergency Levees, Fargo, ND. Project manager and lead engineer for the seepage and slope
stability analyses to evaluate proposed emergency levees for general compliance with US
Department of Homeland Security-Federal Emergency Management Agency (DHS-FEMA)
provisions for riverine structures.
• Proposed Flood Protection Levee, Fargo Country Club, Fargo, ND. Lead engineer for the
evaluation of a proposed levee for general compliance with US Department of Homeland
Security-Federal Emergency Management Agency (DHS-FEMA) provisions.
• City-Wide Flood Protection Feasibility Study, Moorhead, MN. Lead engineer for the Slope
stability analyses of several sections located along Red River to define a “factor of safety
corridor to evaluate and plan future flood mitigation projects along the Red River.
• 9th Avenue NW Landslide, Valley City, ND. Lead engineer for the stability analysis and
remediation of a landslide zone in Valley City
• US 20 Pioneer to Eddyville Highway Realignment Design-Build Project, OR. Geotechnical
engineer for the realignment of nearly 10 miles of state highway through the Oregon Coast
Range. Responsibilities included investigation and design of large cut slopes up to 300 feet
and fill slopes with embankments as high as 180 feet, eight bridges including the design of
drilled shafts and pile foundations, static and seismic design of culverts in compliance with
AASHTO provisions, and investigation and mitigation of landslides traversed by the alignment.
• BP T22 Phase H Revetment Removal, BP T22 Facility, Portland, OR. Project engineer for the
installation and monitoring of tiebacks on the anchored sheet pile wall, performance test of
tieback, grout sample testing, stability analysis of temporary construction conditions such as
stability of crane, rock drain installation, and monitoring of replacement of contaminated soil.
• Sheyenne River Feasibility Study, West Fargo, ND. Lead engineer for the evaluation of safe
setback distance from river bank, for a proposed development, including buildings and levees.
• Lift Station Projects cities of Fargo and Northwood, ND. Provided geotechnical design for
multiple lift station structures, including modeling of dewatering and excavation stability.
His expertise also includes design
and analysis of levees and canals,
hydrofracturing, drilling & horizontal
directional drilling, dam and levee
inspections, subsurface exploration,
foundations, soil and water testing,
instrumentation, retaining structures
ground improvements, liquefaction,
and seismic analysis.
qualify levees in general accordance with US DHS-FEMA provisions for riverine structures
under end-of-construction, flood stage, rapid drawdown, and long-term steady-state.
Dr. Vogler’s unique professional and academic background in water,
finance, and engineering provides him with the perspective on market
Selected Experiences
Eric Vogler, PhD, MBA
EducationPhD, Civil Engineering, University of
California, Irvine
MS, Geology, San Diego State
University
MBA, University of New Mexico
BS, Hydrogeology, San Diego State
University
• San Gorgonio Pass Water Agency, Ca. Project manager for a three year Integrated Water
Resources Plan.
• Southern California Edison, Santa Catalina Island, Ca. Project manager for a water resource
supply and demand analysis
• Well Siting Survey at Reservoirs 1B, 1C and 2C Sites, Cucamonga County Water District, Ca.
Lead engineer for the hydrogeologic assessment for three new municipal water supply wells
• Serrano Well No. 5, Laguna Beach County Water District, Ca. Lead engineer for the
hydrogeologic assessment to evaluate the current condition of Serrano Well No. 5.
• Los Angeles Department of Water and Power (LADWP), Los Angeles, Ca. Technical lead for
an evaluation of recycled water quality in recycled water facilities using recycled water
originating from the Donald C. Tillman Water Reclamation Plant
• Wells 1, 4 and 5, Irvine Ranch Water District, Irvine, Ca. Project manager and technical lead
to determine the feasibility of converting the wells to domestic use based upon treatment
requirements to bring the wells into compliance with Title 22 Primary and Secondary Drinking
Water Standards.
• Southern California Edison, Santa Catalina Island, Ca. Technical lead for the review of
groundwater to determine necessary steps to meet regulatory requirements.
• Kern County Water District, Kern County, Ca. Lead engineer that performed and analyzed a
blending study comparing surface and groundwater quality. Determined feasibility of blending
surface water and groundwater for increased potable use and the necessary treatment.
Assessed blended water chemical characteristics by determining calcium carbonate
precipitation potential, pH changes, alkalinity, Langelier Saturation index, Ryznar Stability
index, Aggressiveness index, and other parameters.
• Santa Margarita Water Watershed TMDL, USBR. Performed technical basin total maximum
daily load (TMDL) model (WARMF) review.
• City of Barstow, Barstow, Ca. Project manager for a site investigation to determine extent of
elevated nitrate concentrations in groundwater surrounding the City’s Wastewater
Reclamation Facility.
• City of Barstow Wastewater Reclamation Facility, Barstow, Ca, Directed a surface water and
groundwater study to determine the nature, source, and extent of elevated nitrate and TDS
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trends, capitalize on opportunities,
and assemble and effectively lead
highly technical teams. Dr.
Vogler’s expertise includes
groundwater modeling, water and
wastewater treatment, chemical
processes, pathogen inactivation,
basin modeling, computationalfluid dynamics and
Eric Vogler, PhD, MBA• City of Barstow, Barstow, Ca. Project manager for the preparation of a work plan for the city
to address action items requested by the Regional Water Quality Control Board – Lahontan.
• Selenium and Chloride Removal from Refinery Wastewater, Cheyenne, Wyoming. Technical
lead for the development of a treatment process for the reduction of selenium to below 5
parts per billion with a low pressure RO membrane.
• Radium and Arsenic Removal Study, Ramah, NM. Worked with Sandia National Labs,
developed treatment train to remove both arsenic and radium from a municipal well.
• Arsenic Removal 30 Day TCEQ Pilot Study, Welch, TX. Designed mobile treatment system
comprised of electrocoagulation, high rate clarification, multimedia filtration, and optional UF.
• Red Mesa Uranium and Arsenic Treatment Study, Red Mesa, Arizona. Designed and
performed pilot study to determine design parameters for the co-removal of arsenic and
uranium for a 300 gpm system.
• Arsenic and Fluoride Treatment Study, Beatty, Nevada. Performed pilot study to determine
design parameters for the co-removal of arsenic and fluoride for a 500 gpm system
• Green Ridge Fluoride and Arsenic Treatment Study, Green Ridge, NM. Performed pilot study
to determine design parameters for the removal of the co-contaminants fluoride and arsenic
from a municipal well using electrocoagulation reactors and pH adjustment.
• Town of Bernalillo—Wells 2, 3 & 4, Town of Bernalillo, NM. Conducted filter assessment for 1
MGD facilities treating for arsenic utilizing electrocoagulation technology. Designed 1.2 MGD
arsenic facility treatment train to include pH adjustment, electrocoagulation, high rate
clarification, and filtration.
• City of Buena Park – Sewer Master Plan, Buena Park, Ca. Project manager for the
preparation of a sewer master plan for the City of Buena Park, California.
• City of Buena Park-I/I, Buena Park, Ca. Project manager and lead hydrologist for an I/I study,
flow monitoring coordination, capacity assurance plan, and digital sewer atlas generation.
• Ontario Sewer Improvement, Ontario, Ca. Performed SewerCad hydraulic modeling on
several miles of city sewer system to optimize sewer design for replacement and relief.
• Rancho Las Flores – Recycled Water Management Plan, Ca. Prepared a recycled water
management plan utilizing current treated flows and future flows from treatment plants.
• Southern California Water Company – Well Treatment, Norwalk, Ca. Project manager for a
wellhead treatment expansion preliminary design report, engineers cost estimate, and design
build request for proposal.
• Raw Sewage Force Main CFD, Salt Lake City, Ut. Performed finite element computational
fluid dynamic (CFD) modeling to determine range of fluid velocities within a sewage force
main. Qualitatively assessed the effect of several flow scenarios. Addressed the effect of flow
scenarios on reported manifold lining failure and determined if wall shear stress was a factor.
• Pinellas County Blending Facility CFD, Pinellas County, Fl. Designed and performed
computational fluid dynamic (CFD) modeling experiments on a 9 million gallon blending tank.
• Middle Rio Grande Basin, NM. Lead modeler of over 2,300 square mile basin, including the
Rio Grande, reservoirs, and several hundred miles of drains and canals.
• City of Barstow-Modeling, Barstow, Ca. Project manager and lead technical modeler for a
groundwater/vadose zone/solute transport modeling project involving nitrate fate and
transport in the vicinity of the City’s Wastewater Treatment Facility WTF.
• Tijuana River Valley, Ca. Modeled the groundwater flow using MODFLOW for use in water
resource management of the San Diego Formation within the Tijuana Valley.
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Mr. Takahashi is a seasoned professional with over 30 years of
experience in treatment plant operations, engineering, water quality,
Selected Experiences
Steven Takahashi, PE, JD
• Metropolitan Water District of Southern California, Project
manager for the $9.5MM upgrade and re-engineering
facilities for the 520 MGD water filtration plant. Instituted
changes resulted in project turnaround and completion
$600K under budget.
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And water treatment. His strong
technical background is augmented
by a deep regulatory environmental
law and compliance expertise. Mr.
Takahashi’s expertise includes
water treatment, desalination, plant
operations, optimization, regulatorycompliance and instrumentation.
Professional Registrations
Professional Engineer, California
Certified CA Water Treatment Plant Operator, Grade T5
Certified Sandia RAM-WSM
EducationJD, Law, Loyola School of Law, Loyola
Marymount University
MS, Environmental Engineering,
University of Southern California
BS, Civil & Environmental
Engineering, University of Southern
California
• Metropolitan Water District of Southern California, Project manager for the La Verne Complex
utilization study. Project included evaluations and assessments of water quality, water
treatment, desalination, and upgrade to compliance with regulatory standards.
• City of Anaheim, Project manager for system upgrades. Project included forecasting
manpower requirements, budgets, system upgrade schedules, evaluation of surface water
treatment plant capacity, water quality, including water quality laboratory testing, water
transmission and distribution systems, and surface and groundwater water production existing
capacity and forecasting.
• City of Tracy. Project manager for the operations of the City's water production system that
included groundwater sources and a 15 MGD water filtration plant. Project objectives included
to improve system facilities, forecast manpower requirements and budgets, operation and
maintenance of the water production facilities and associated sites, monitoring and regulatory
compliance of water quality, and water treatment.
• Alameda County Water District. Program manager for the the operation and maintenance of a
28 MGD “state-of-the-art” water treatment plant with ozone and hydrogeneration, groundwater
blending system and associated distribution system. Evaluated design-build-operate, SCADA
systems, desalination and membrane filtration project components.
• Fairfax Water Authority in Lorton, Virginia. Project manager for the startup of a 120 MGD water
treatment plant for the Fairfax Water Authority. Project included all aspects of the startup
development, including engineering, plans and specifications.
• San Juan Capistrano Desalter Plant. Interim facilities manager for the plant. Managed and
operated a new 5 MGD desalting plant for brackish groundwater, including upgrades and
engineering to increase plant efficiency.
• Santa Catalina Island. Senior consultant for a training program on Disinfectant/Disinfection By
Product Rule (D/DBP), with a focus on TTHMs, for SCE’s water employees.