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D. Resumes APPENDIX A. RESUMES

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D. Resumes APPENDIX A. RESUMES

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | APPENDIX D: Resumes 7

Dennis J. Hogan, P.E. Dam Safety

Mr. Hogan is the East Region Practice Lead for Dam Engineering in Black & Veatch’s Philadelphia, Pennsylvania office. His geotechnical experience includes planning and overseeing field investigations, instrumentation installation, assigning and interpreting laboratory testing, design analyses, writing technical reports and project specifications, and resident engineering for construction projects. He has over fourteen years’ experience in the planning, investigation, analysis, design, permitting, and construction inspection of geotechnical engineering and dam rehabilitation projects, and construction of dams..

PROJECT EXPERIENCE City of Escondido | Lake Wohlford Dam; Escondido, CA Geotechnical Engineer. Design of a replacement dam for the existing 100-ft high (high hazard) hydraulic fill dam due to seismic instability. The project includes dam type alternatives analysis; geotechnical investigation; stability/seepage analyses; detailed design; and intense agency coordination – FERC, DSOD, and a BOC.

Puerto Rico Electric and Power Authority | Patillas Dam; Patillas, PR Geotechnical Engineer. Performed stability and deformation analysis for a 140-ft hydraulic fill dam. Scope of work included preparation of geotechnical data and interpretive report; probabilistic seismic hazard analysis; slope stability (Slope/W); deformation analysis; and risk assessment.

Hartford Metropolitan District Commission | Reservoir No. 3; Hartford, CT | 2013-2014 Engineering Manager. Reviewed previous engineering work on the 40-foot high, 500-foot long earth embankment dam and determined the existing spillway configuration was not sufficient to safely pass the design storm. Developed and executed supplementary investigations in support of preliminary design alternatives. Collaborating with District staff to analyze and decide on a preferred alternative for the necessary dam and spillway improvements.

City of Winston-Salem | Reservoir No. 1; Winston-Salem, NC | 2014 Engineering Manager. Developed and executed investigation program for 40-foot high ringed earth embankment. Utilized Ground Penetrating Radar and Multi-channel Array Surface Waves to characterize embankment, and undisturbed samples of the reservoir liner to verify performance. Developed instrumentation and monitoring plan for future management of the structure and adjacent reservoir.

ENGINEERING MANAGER Specialization: Geotechnical Engineering, Dams, Levees, and Reservoirs Office Location Philadelphia, PA Education • MS, Civil Engineering,

Drexel University, Philadelphia, PA 2009

• BS, Civil Engineering, University of Maryland, College Park, MD 2000

Professional Registration PE – 2006, PA, PE073199 PE – 2010, NY, 088568 PE – 2011, NJ, GE49070 PE – 2014, NC, 041294 PE – 2014, CT, Pending Professional Associations • American Society of Civil

Engineers • Association of State Dam

Safety Officials • United States Society on

Dams Year Career Started 2000 Year Started with B&V 2008

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

8 Dennis J. Hogan, P.E. | JUNE 2014

Tampa Bay Water | CW “Bill” Young Reservoir; Tampa Bay, FL Geotechnical Engineer. Part of a forensic engineering team analyzing failed inboard slopes of the 5-mile long earth embankment dam. Slope protection on the 80-foot high embankment is comprised of plate and stepped soil cement overlying the failed slopes. Participated in investigation planning of borings, test pits, and geophysics and assignment of advanced laboratory testing. Currently designing various slope rehabilitation alternatives for proper slope drainage, stabilization, and long –term performance for variable drawdown conditions within the reservoir.

Lancaster County Water & Sewer District | Catawba Reservoir Expansion; Lancaster, SC Project Engineer. New 105-foot high, 1300-foot long zoned earth embankment dam to impound a 1 billion gallon reservoir off-stream of the Catawba River. Planned the geotechnical investigation and laboratory testing program in conjunction with the project team, including geophysical investigation, instrumentation, and in-situ testing. Currently performing seepage, settlement, and slope stability analysis in accordance with USCOE criteria.

Los Angeles DWP | North Haiwee Dam Seismic Improvement Project; Owens Valley, CA | 2011-Present Design Engineer. Design of new zoned embankment dam and realignment of the Los Angeles aqueduct to address seismic stability concerns for the existing North Haiwee Dam No. 2. Developed subsurface investigation plan, project management plan and coordinated technical advisory panel.

East Bay Municipal Utility District | Camanche Dam; Sacramento, CA Project Engineer. Involved in the evaluation of piping potential and internal erosion through a 170-foot high zoned earth embankment. The reservoir impoundment also includes an embankment dike system comprised of 40 to 90-foot high earth embankments over 4 miles in length. Utilized USBR criteria to characterize the embankment materials, and applied probabilistic models to identify failure modes for the main embankment.

City of Lynchburg | Pedlar Dam; Lynchburg, VA Project Engineer. Involved in full characterization of an existing 90-foot high concrete gravity dam that impounds the primary water supply reservoir for the City of Lynchburg. Analyses included hydrologic and hydraulic modeling, structural stability determination using finite element methods, foundation scour potential, as well as regulatory requirements and permitting items.

City of Lynchburg | College Lake Dam; Lynchburg, VA Project Engineer. In charge of the rehabilitation design for a high-hazard embankment dam with insufficient spillway capacity. Black & Veatch performed hydrologic analysis of the watershed and hydraulic analysis of the current spillway in advance of the on-going development of rehabilitation alternatives.

SELECTED PUBLICATIONS Hogan, D.J., Molyneux, J.D., Zhou, J., and Bradshaw, J. “New Passages in Old Dams”, International Coalition on Large Dams, 81st Annual Meeting, Seattle WA, September, 2013.

Hogan, D.J., “A New Zoned Embankment Dam and Cutoff Wall in Piedmont Geology” United States Society on Dams (USSD), Annual Conference, New Orleans LA, April, 2012.

Hogan, D.J., “Quantifying Sustainability in New Dam Construction: Roller Compacted Concrete vs. Earth Embankment” International Symposium on Modern Technologies and Long-Term Behavior of Dams, Chinese National Committee on Large Dams, Zhengzhou, China, September, 2011.

Hogan, D.J., and Litton, E. “Quality and Quantity: It Can Be Done! Assessments of 16 High Hazard Dams in North Carolina” United States Society on Dams (USSD), Annual Conference, San Diego CA, April 2011. Outstanding Young Professional Paper Award.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | APPENDIX D: Resumes 9

The 35-foot high, 300-foot long embankment carries a 2-lane state highway along its crest, and will require overtopping protection and embankment modification along with an expanded spillway in order to safely pass the required PMF storm flows.

Lake Holiday Country Club & Frederick County, VA | Lake Holiday Dam; Winchester, VA Project Engineer. Alternatives development and design of a spillway expansion to pass PMF storm flows. Summit Dam is a high-hazard structure with insufficient spillway capacity and physical site constraints. Black & Veatch developed multiple alternatives for the spillway capacity solution, and aided the client in selecting a cost-effective approach while dealing with the site engineering challenges. A labyrinth weir is being utilized with a reconfigured stilling basin and energy dissipation channel to safely pass the PMF flows.

Fairfax Water | Upper and Lower Occoquan Dams; Fairfax, VA Project Engineer. Involved in the development of a Dam Safety Surveillance and Monitoring plan for the concrete gravity dams in accordance with FEMA regulations. Consulted Fairfax Water on emergency action planning exercises, blasting impacts on structures, inundation mapping and hazard classification of the dams.

Augusta County Service Authority | Coles Run Dam; Staunton, VA Project Engineer. Tasked with review of previous engineering studies, inspecting the dam and appurtenant structures, and developing rehabilitation alternatives. The 65-foot high, 400 foot long earth embankment dam required replacement of the intake tower structure, complete demolition and replacement of the concrete ogee spillway and chute, and overtopping protection. The high-hazard dam concept designs were also value engineered with client input at an alternative selection workshop.

Natural Resources Conservation Service | High Hazard Flood Retarding Structures Assessment; Various Locations, NC Task Manager. In charge of field inspection, analysis, and rehabilitation alternatives development for sixteen high hazard flood retarding structures located throughout North Carolina. The comprehensive study of the structures includes hydrology and hydraulic studies, and downstream inundation mapping in accordance with NRCS and NC regulations. Updated hazard classifications and risk indexing is included in the assessment reports, that also provide rehabilitation alternatives with cost estimates.

City of Charlottesville | Lower Ragged Mountain Dam; Charlottesville, VA Geotechnical Engineer. Involved in the planning and investigation for evaluation of raising an existing 67-foot high, 400 foot long cyclopean concrete dam with a supplementary, downstream earthen buttress. The concrete structure was built in 1908, and buttressed at a later date citing stability

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

10 Dennis J. Hogan, P.E. | JUNE 2014

concerns. Black & Veatch is also analyzing the system storage and optimization for the primary water supply for the City.

Woodruff-Roebuck Water District | Ferguson Creek Water Supply Project; Spartanburg County, SC Geotechnical Engineer. Involved with conceptual design and cost estimate of a new reservoir for water supply. The proposed project consists of a 400 acre reservoir impounded by a 70-ft high, 1,200 ft long RCC/earth composite dam, and a 70-ft high intake/outlet tower.

Mobile Area Water and Sewer System | Analysis & Design Services for the Upgrade of the Big Creek Lake Dam Spillway; Mobile, AL Involved in several phases of the analysis and design of a 235-ft wide reinforced concrete gravity chute type spillway structure with seven radial tainter gates, each 31 ft long by 11 feet high. The spillway is part of a 5,000-ft long, maximum 75-ft high, high-hazard earth embankment dam that is impounding a sole-source raw water supply reservoir for the City. Responsible for supporting the seepage analysis, spillway underdrain design, and the stability of the spillway and stilling basin walls. Assisted with the preparation of detailed contract documents for multiple construction phases and the preparation of the emergency action plan. Project was awarded 2009 ACEC Diamond Excellence Award for Water Resources (NY and AL).

Puerto Rico Aqueduct and Sewer Authority (PRASA)| Water Supply Dam Inspections; Puerto Rico Lead Engineer. Served as the lead engineer for dam inspections and assessments related to comprehensive evaluation of all of PRASA’s infrastructure assets to support their entrance back into the financial bond market. Responsible for coordinating and preparing inspection reports for seven large water supply dams and seven small weirs/dams (less than 25-ft high and impounding less than 50 acre-ft) used to submerge treatment plant intakes.

Philadelphia Water Department | Reservoir and Dam Inspections; Philadelphia, PA Performed annual inspections of all dams/embankments in the PWD water supply system, and performed geotechnical investigations and design of embankment repairs for the Queen Lane and Belmont Raw Water Basins and East Park Reservoir. The Belmont RWB investigation included supervision of a soil boring/concrete coring program and a geophysical testing program by means of seismic refraction.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | APPENDIX D: Resumes 11

Molly S. O’Connor, P.E. Geotechnical Engineering

Ms. O’Connor is a Geotechnical Project Engineer based in our New York City office. Experience includes geotechnical aspects of projects including planning and overseeing subsurface explorations, instrumentation installation, assigning and interpreting laboratory testing, design analyses, writing technical reports and specifications.

PROJECT EXPERIENCE New York City DEP | Gilboa Dam, Gilboa, NY Geotechnical Project Engineer responsible for performing field oversight of the subsurface exploration of 40+ borings and recommending laboratory testing for the proposed low level outlet and valve chamber sites. Explorations included continuous soil sampling, field falling head permeability testing, rock coring, nested piezometer installation and environmental testing. For the STIC site performed drilled shaft design of a new retaining wall that will support a crane to rehabilitate the intake chamber.

New York City Department of Environmental Protection | DEL-286 Merriman Dam Crane Pad; NY Geotechnical Engineer responsible for the subsurface investigation, laboratory testing, and foundation recommendations for the new crane pad and utility road. Standard penetration testing borings with NX rock coring were performed.

U.S. Fish and Wildlife Services | Crab Orchard Dam; Williamson County, IL Geotechnical Project Engineer evaluating the performance of an existing relief well system on the downstream portion of the dam based on the current piezometer levels in the dam and historic data. Historic piezometer data had shown artesian conditions during flooding and client wanted to determine if this was indicative of relief well failure and or dam instability. Determined permeability of each strata based on evaluation of laboratory testing, constant head field test data, pump tests and correlations. Performed seepage and slope stability analyses on the dam to model various flooding scenarios. Prepared geotechnical report with findings.

Loudoun Water | Loudoun Water Quarry; Loudon County, VA Geotechnical Project Engineer providing peer review of the rock stability analysis of the quarry slopes and the sudden drawdown analysis for the existing quarry when filled with water. The quarry was being evaluated for use as water storage and supply.

U.S. Department of Agriculture, Natural Resources Conservation Service | New Creek Site 14 Dam Rehabilitation; Grant County, WV Geotechnical Project Engineer assisting with the completion of planning-level studies through final design to support a rehabilitation design of an existing

GEOTECHNICAL PROJECT ENGINEER Specialization: Geotechnical Engineering, Subsurface Explorations, Dams, Levees, Reservoirs and Storm Hardening Office Location New York, NY Education • MS, Civil Engineering,

University of Kansas, 2004 • BS, Civil Engineering,

University of Kansas, 2003 Professional Registration PE – 2008, KS, #20064 PE – 2011, NY, #089869 Adult First Aid/CPR/AED: American Red Cross, 2014 Professional Associations • ASCE • ASDSO • SAME Years of Experience 10

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12 Molly S. O’Connor, P.E. | JUNE 2014

100-foot-high zoned earthfill dam. The dam was experiencing seepage issues and required upgrades to be in compliance with current design standards. Performed on-site exploration of subsurface conditions and drilling inspection, which included drilled test borings, excavated test pits, and installed vibrating wire piezometers to monitor phreatic surface in the dam. Prepared reports recommending laboratory testing of soil and rock samples. The project also included interpreting lab test results and preparing a geotechnical engineering report to recommend necessary remedial actions to rehabilitate the dam. For the downstream portion of the dam rehab performed design calculations associated with NRCS SITES modeling of proposed auxiliary spillways, slope stability, seepage, and filter and drain design. Prepared grouting specifications and reviewed drawings. Prepared a reservoir drawdown recommendation report including instrumentation placement on the upstream slope for monitoring the drawdown (inclinometers, piezometers and survey monuments). Performed transient seepage modeling of the upstream slope to determine the safe rate of drawdown in the reservoir. Designed a rock buttress to be constructed on the upstream slope in order to achieve an adequate factor of safety for sudden draw down in the reservoir pool. Performed seepage and slope stability modeling using the USACE method for rapid drawdown. Prepared specifications and drawings related to the upstream rehab.

City of Newport News | King William Reservoir Dam; King William County, VA Geotechnical Project Engineer responsible for performing a geotechnical subsurface investigation and field inspection during the preliminary design phases for the components of King William Reservoir's dam facilities. Coordinated permitting with the Virginia Department of Transportation for drilling on a highway. The subsurface investigation included 17 test borings, field permeability testing, and field strength testing. Erosion and sediment control measures were used and closely monitored due to a sensitive natural environment. Log bridges to cross wetlands and super silt fences to limit sediment transport from drilling operations were used.

City of Fairfax | Beavercreek Dam; Fairfax, VA Geotechnical Project Engineer responsible for performing a triennial dam inspection and preparing the dam inspection reports for Beaverdam Creek Dam in accordance with the updated requirements of the Commonwealth of Virginia Department of Conservation and Recreation Division of Dam Safety.

City of Fairfax | Goose Creek Dam; Fairfax, VA Geotechnical Project Engineer responsible for performing a triennial dam inspection and preparing the dam inspection reports for Goose Creek Dam in accordance with the updated requirements of the Commonwealth of Virginia Department of Conservation and Recreation Division of Dam Safety.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | APPENDIX D: Resumes 13

USACE Jacksonville District | Herbert Hoover Dike Reach 1B; Lake Okeechobee, FL Geotechnical Project Engineer providing peer review of the final design of Reach 1B of Herbert Hoover Dike rehabilitation, including 3.7 miles of dike, a spillway structure, and culvert. Reviewed strength parameters, slope stability, seepage analysis, and relief well design.

USACE Nashville District | Wolf Creek Dam Replacement Study; Russell Springs, KY Geotechnical Engineer responsible for supporting the conceptual design of a 4-million-cubic-yard roller-compacted concrete (RCC) replacement dam.

Otter Tail Power Company | Make-Up Water Storage Pond; Big Stone, SD Staff Geotechnical Engineer responsible for performing design calculations including slope stability and riprap design for a 1-square-mile water make-up storage pond supporting the expansion of the Big Stone Power Plant.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | APPENDIX D: Resumes 15

Gregory A. Zamensky, P.E. Dam Safety

Mr. Zamensky’s work experience includes project management, geotechnical engineering and design efforts for more than 100 dams across the United States. This work includes emergency response, forensic evaluation, investigation, development of design/construction documents, preparation of emergency action plans and construction oversight. Mr. Zamensky is experienced with multiple dam types including earth, mass concrete, slab & buttress, roller-compacted concrete, and rockfill. His design experience includes new and rehabilitation of embankment dams, roller compacted concrete (RCC) dams, and water retention structures.

In addition, Mr. Zamensky co-authored national publications regarding the use of RCC for dam engineering applications and is actively involved in both the U.S. Society on Dams and the Association of State Dam Safety Officials.

PROJECT EXPERIENCE New Earth / Rockfill / RCC dams City of Escondido | Lake Wohlford Dam Replacement; Escondido, CA | 2012-Present Engineering Manager. Design of a replacement dam for the existing 100-ft high (high hazard) hydraulic fill dam due to seismic instability. The project includes dam type alternatives analysis; geotechnical investigation; stability/seepage analyses; detailed design; and intense agency coordination – FERC, DSOD, and a BOC.

Los Angeles DWP | North Haiwee Dam Seismic Improvement Project; Owens Valley, CA | 2011-Present Engineering Manager. Design of new zoned embankment dam and realignment of the Los Angeles aqueduct to address seismic stability concerns for the existing North Haiwee Dam No. 2. Developed subsurface investigation plan, project management plan, preliminary design, fault rupture investigation workshop, and coordinated technical advisory panel.

EnerjiSA Power Generation, Inc. | Alpaslan II Dam and HEPP Project; Turkey | 2011 Technical Reviewer. Major features of this 280 MW hydroelectric facility include a 380 ft high zoned rockfill dam, gated chute-type spillway, two diversion tunnels and powerhouse. Provided technical review of the geotechnical, stability and design considerations for the rockfill dam.

SENIOR PROJECT MANAGER Specialization: Dam and Geotechnical Engineering Office Location Denver, CO Education • MS, Civil Engineering, VA

Polytechnic Institute & State University, 1993

• BS, Civil Engineering, VA Polytechnic Institute & State University, 1992

Professional Registration PE – 2013, CO, #0048211 PE – 2008, FL, #69609 PE – 2008, SC, #27304 PE – 1999, VA, #34418 PE – 1997, MD, #22740 Professional Associations • American Society of Civil

Engineers • Association of State Dam

Safety Officials • United States Society on

Dams Year Career Started 1992 Year Started with B&V 2006

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

16 JUNE 2014

Union/Lancaster Counties | Catawba River Reservoir Project; Union, SC | 2009-Present Engineering Manager. Design of new 110-ft high embankment dam; 90-ft high intake tower; and 100 MGD pump station to store and use approximately 1 BG of raw water. Responsible for siting studies, preliminary design, final design, subsurface investigation program, borrow evaluation, embankment dam design, and bid documents.

Puerto Rico Aqueduct and Sewer Authority | Rio Valenciano Dam and Reservoir; Puerto Rico | 2009 Technical Advisor. Design of a new 70 ft high RCC dam. Provided review of bid documents (design drawings and technical specifications) including RCC trial mix design testing, blasting, and quarry development.

USACE | Wolf Creek RCC Replacement Dam Study; Jamestown, KY | 2007 Project Manager. Evaluation of the feasibility for construction of an RCC replacement dam for the existing embankment portion of the Wolf Creek Dam. The replacement dam would be 260 feet high, 5,200 feet long. We provided alignment, cross section and seepage control plans and assessed other major technical issues including connection with existing concrete spillway.

Stafford County Department of Utilities | Rocky Pen Run Reservoir Project; Stafford, VA | 2004 -07 Project Manager. Investigation and design of new 19,000 ac-ft, 565 ac pump storage reservoir. Project includes a 135 ft high, RCC/earth composite, 1,000 ft long dam, and 40 MGD river pump station. The spillway is integral to the dam and consists of 2 – 15x20 ft radial gates. Managed activities including geotechnical investigation plan, alternatives analysis, preliminary design, and final design documents. Prepared contract documents for multiple construction contracts including foundation excavation for the dam and river intake facility.

City of Newark | Newark Reservoir Project; Newark, DE | 1999-2006 Project Geotechnical Engineer. Design of a 320-mg aboveground water storage reservoir consisting of a 6,000-ft long ring embankment with a maximum height of 90 feet (requiring 1.4 million cy of earthworks). Prepared alternatives report, geotechnical data report, and contract documents including foundation preparation, embankment construction, and instrumentation.

Metropolitan Water District of California | Diamond Valley Reservoir Project; Los Angeles, CA | 1994 Design Engineer. Conducted slope stability analyses for steady state, rapid draw down, seismic, and post-seismic conditions for the 285 ft high, 8,000 ft long embankment dam. Developed engineering cross-sections and foundation plans. Researched and developed a precedent study concerning the use of galleries in embankment dams.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | APPENDIX D: Resumes 17

RCC Dam Engineering (Rehabilitation) City of Charlottesville Utilities Department | Lower Ragged Mountain Dam Raise; Charlottesville, VA | 2010-11 Project Manager. Investigation and evaluation for raising an existing 70-ft, 100-yr old cyclopean concrete dam 45-ft. Performed intrusive investigation (coring, pressure testing, acoustic tele-viewing) of the dam; developed alternatives to raise the dam and address dam safety concerns; prepared conceptual design for a 45-ft raise using a downstream RCC buttress; and presented alternatives to public and City Board.

Stafford County Department of Utilities | Smith Lake Expansion; Stafford County, VA | 1994-2000 Project Engineer. Design and construction of 20-ft dam raise and RCC overtopping protection for a 75 ft high, 1,600 ft long embankment dam. Prepared geotechnical and design report; prepared contract documents for dam raise, SB slurry wall cutoff, RCC, intake structure and outlet works modifications. Provided QA, submittal review and RFI responses during construction.

Concrete Dams Fairfax Water | Dam Engineering Basic Ordering Agreement; Fairfax, VA | 2008-13 Program Manager. Fairfax Water owns and operates two mass concrete dams (85-ft and 35-ft high) on the Occoquan River. Task orders have included development and execution of an EAP functional exercise; hazard classification for the Low Dam; incremental damage assessment and inundation mapping; development of a DSMP for both structures; Part 12 dam inspections; evaluation of and rehabilitation design for the Lower Dam including submittal review and RFI responses; siren system design; dam grouting program; and general consulting on the condition of the structures.

City of Lynchburg Department of Utilities | Pedlar Dam Safety Analysis; Lynchburg, VA | 2009-10 Project Manager. The project involves a comprehensive safety evaluation of the 65-ft high, 500-ft long mass concrete dam. Our analyses included hydrologic modeling and PMF development; hydraulic modeling of the downstream channel using HEC-GeoRAS; scour potential of the downstream rock mass; and 3-D finite element stability using ANSYS. Additional work included inundation mapping and hazard classification of the dam.

City of Danville Utilities | Talbott and Townes Dams; Ararat, VA | 2007-12 Project Manager. The Talbott and Townes Dams are gravity arch dams 135 and 145 feet high, respectively. A detailed geologic reconnaissance and structural analysis of both dams were conducted to evaluate stability under various loading conditions including flood and earthquake. A site specific seismic

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

18 JUNE 2014

characterization study was performed. 3-D finite element models using ANSYS were developed to assess stress development in the dams.

Washington Suburban Sanitary Commission | Duckett Dam Safety Analysis; Laurel, MD | 2006-07 Project Manager. Preparation of comprehensive safety analysis for a 135 ft high slab and buttress (Ambursen Dam) dam. The dam will be overtopped by more than 5 ft of water during the PMF. The project includes detailed stability evaluations for the concrete dam and seven 16-ft high, 20-ft wide Taintor gates; PMF estimate; hydraulic modeling of downstream area and inundation mapping; seismic hazard analysis; rock erodability evaluation; and development of rehabilitation alternatives.

Embankment Dams Puerto Rico Electric and Power Authority | Patillas Dam Deformation Study, Guaybal, PR | 2012-Present Engineering Manager. Stability and deformation analysis for a 140-ft hydraulic fill dam. Scope of work included preparation of geotechnical data and interpretive report; probabilistic seismic hazard analysis; slope stability (Slope/W); deformation analysis; and risk assessment.

Lake Holiday Country Club | Evaluation of Summit Dam; Winchester, VA | 2007-12 Project Manager. Evaluation and design of new 120-ft wide labyrinth spillway. Completed detailed alternatives evaluation for spillway replacement; completed intrusive investigation; prepared design using CFD analyses; provided construction documents for labyrinth spillway, energy dissipation, and low level outlet. Provided input during construction for response to RFIs.

Natural Resources Conservation Service | Dam Engineering IDIQ Contract, Nationwide | 2009-11 Program Manager. Nationwide contract to provide dam engineering services on NRCS facilities. Issued task orders include dam design review for projects in OK, MO and KY; construction monitoring of 15 facilities in Iowa; and comprehensive dam assessments for 16 dams (NC) that included inspection, hydrologic and hydraulic modeling, risk analyses, and development of remedial alternatives.

Augusta County Service Authority | Coles Run Dam Evaluation; Buena Vista, VA | 2008-09 Project Manager. Coles Run Dam is a 65-ft earthfill dam with an undersized concrete lined channel spillway. Evaluated alternatives to modify the spillway to provide adequate capacity including widening; performed intrusive investigation; developed inundation mapping; evaluated use of micro-hydro.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | APPENDIX D: Resumes 19

City of Newport News (Waterworks) | Indefinite Delivery Dam Safety Contract; Newport News, VA | 2004-07 Deputy Program Manager and Technical Leader. Provided dam safety services for seven earthen dams (2 high hazard, 3 significant hazard, 2 low hazard) owned by Waterworks. Task Orders included: Evaluation of rehabilitation alternatives to manage the PMF for Lee Hall Reservoir; Dam safety inspections and certificate renewals for Lee Hall Dam (upper and lower), Diascund Dam, Little Creek Dam, Skiffes Creek Dam, and Harwoods Mill Dam.

ECNZ | Matahina Dam Strengthening Project; New Zealand | 1997 Design Engineer for seismic retrofit of a 200-foot high rock fill dam. Assisted in the preparation of final design drawings, technical specifications, and conformed geotechnical reports. Provided excavation and drain system design drawings and technical specifications.

Forensic Dam Engineering Spotsylvania County Utilities | Motts Run Dam Evaluation; Fredericksburg, VA | 2009-Present Dam Engineer. The dam is a 90-ft high embankment dam with a 48-inch diameter RCP outlet works that was sliplined with HDPE. The HDPE pipe deformed dramatically causing concentrated seepage and potential piping of the dam embankment. Performed cone penetrometer investigation, GPR survey of pipe, reviewed available documentation, developed remedial repair design documents.

Tampa Bay Water | Tampa Bay Regional Reservoir; Tampa, FL | 2008-12 Technical Specialist. Evaluation of the cause and rehabilitation of extensive cracking along the upstream soil cement protection at the Tampa Bay Regional Reservoir. The reservoir is created through construction of a 5 mile long (ring) embankment approximately 50 feet high. Excessive cracking of the upstream slope protection resulted in dam safety concerns. Evaluated potential causes through finite element modeling and developed alternative repair schemes.

Maryland-National Capital Park & Planning Commission | Lake Needwood Dam Emergency Response and Forensic Investigation; Rockville, MD | 2006-07 Project Manager. Emergency response and forensic investigation of an 85 foot high, high hazard embankment dam. After several storm events resulted in a 25 ft rise in normal pool, more than 2,200 residents were evacuated due to observed large concentrated seeps emanating from the downstream slope. Provided recommendations for emergency repair including installation of granular filters and measurement weir. Managed oversight of emergency repair efforts; provided evaluation of potential causes for the seepage; and prepared design documents for grouting of the dam and foundation.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | APPENDIX D: Resumes 3

Jeffrey M. Bair, P.E. Dam Safety

Jeffrey Bair is the Chief Engineer for Dams at Black & Veatch and has 24 years of experience working on analysis, design, and construction of FERC regulated dams and hydroelectric projects, including both embankment and RCC dams, with a specialization in heavy civil design and construction for hydroelectric dams.

Mr. Bair is an approved Potential Failure Mode Analysis (PFMA) Facilitator and an Independent Consultant (Part 12D). Highlights of his experience include:

Recently selected as the approved Independent Consultant for the South State Water Project for the 2014 Dam Safety Inspection.

Led remedial design and construction of over ten (10) FERC regulated hydroelectric projects ranging in construction value of $100,000 to over $400 million.

Dam Safety Reviews, Engineering Design and/or Construction related work on at least eight (9) dams regulated by the Department of Safety of Dams for California

Working on both FERC and USACE regulated projects, served as Part 12D consultant or PFMA facilitator at over fifteen (15) projects.

Executed numerous remediation projects under the direction and guidance of a FERC Board of Consultants including Taum Sauk Upper Reservoir (MO), Silver Lake Rebuild (MI), Anderson Dam (CA), Saluda Backup Dam (SC), and Santee Cooper East Dam (SC).

PROJECT EXPERIENCE City of Escondido | Wolhford Dam; San Diego, CA| 2010 Mr. Bair served as the approved Part 12 Dam Safety Consultant and completed a five-year dam safety inspection including a review of all project records, inspection of the project facilities, and developing a report presenting key findings with regard to the continued safe operation of the Dam. Mr. Bair also developed an Owner’s Dam Safety Plan for the City. Subsequent to the inspection, Mr. Bair served as Lead Dam Safety Engineer during the design and construction of an RCC Dam to replace the existing Lake Wohlford Dam.

Santa Clara Valley Water District| Anderson Dam; San Clara, CA| 2013- Mr. Bair served as the Dam Engineering & Engineering Oversight Manager during the design and construction of remedial measures to strengthen the existing Anderson Dam. The existing zoned embankment dam has potentially liquefiable zones within the foundation which could cause the dam to fail during a large earthquake. Black & Veatch is serving in a Program Management capacity providing review and oversight during the preliminary and final design.

CHIEF ENGINEER - DAMS Specialization: FERC Hydropower, Embankment Dams, Forensic Studies, Remediation Design, Dam Construction, RCC, and Seismic Analysis Office Location Pittsburgh, PA Education • B.S., Civil Engineering,

Carnegie Mellon University, 1992

Professional Registration PE – 1997, PA, PE051480E PE – 2008, CA, C72557 PE – FL, 65848 PE – OH, PE65907 (inactive) PE – 2006, MO, 2006015940 Professional Associations • Member - US Society on

Dams • Member - American

Society of Civil Engineers (ASCE)

• Member – Association of State Dam Safety Officials

Year Career Started 1992 Year Started with B&V 2008 Citizenship United States of America Language Capabilities English

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

4 Jeffrey M. Bair, P.E. | JUNE 2014

San Diego Country Water Authority| San Vicente Dam; San Diego, CA| 2009-2011 Mr. Bair served Resident Engineer for construction of this Roller Compacted Concrete Dam. Overall Project included raising an existing concrete dam using RCC. Mr. Bair assisted the owner with constructability reviews, responding to contractor bid questions, and evaluation of the submitted bids. Following award of the contractor in 2009, Mr. Bair worked with the contractor to develop the approach to the project and reviewed submittals for compliance with the Contract Documents.

San Francisco Public Utilities Commission | Calaveras Dam Replacement Project; Sunol, CA | 2010-2012 Mr. Bair served as Deputy Construction Manager during the construction of this $400 plus million dollar dam upgrade. The Black & Veatch led CM Team actively managed construction including significant differing site conditions total nearly 100 percent of the as-bid price. Mr. Bair worked with the SFPUC and the Contractor to actively manage change and minimize impacts to water supply operations. Specific work activities included a constructability review of the final design, negotiations with the various bidders, review and evaluation of differing site conditions, mobilizing additional resources to manage significant changes in the Project Schedule, and management of the CM Team. Mr. Bair currently provides oversight and management during the on-going construction.

Ameren UE | Taum Sauk Upper Reservoir; Lesterville, MO | 2005-2008 Mr. Bair served as Project Manager of the detailed forensic engineering investigation to determine the causes of the failure of this kidney shaped rockfill rim dike. Detailed analysis were conducted under his direction including stability and seepage, dam breach (to determine time of failure), complete review of instrument control systems, sediment transport, detailed mapping of breach zone, and drilling and sampling of remaining portions of the dike. The analyses allowed a more complete understanding of the mechanism behind the failure and aided in the re-build design.

Mr. Bair also served as Project Manager of the conceptual design of the re-build. The final project, completed in 2010, included placement of over 2 million cubic yards of RCC and is one of the largest RCC Dams in the world. Despite numerous challenges, construction bids for the rebuild of the Taum Sauk Upper Reservoir were solicited within one-year of the failure.

Upper Peninsula Power Company | Silver Lake Dam, Forensic Analyses and Re-Build Design; Ishpeming, MI | 2005-2008 Project Manager – Mr. Bair led the investigation and re-build design for this failed earthen dam. A recently constructed fuse-plug spillway eroded during a heavy spring rain. The resulting failure emptied the reservoir and caused significant downstream impacts. Mr. Bair led the effort to evaluate the failure and re-build the existing Project. Work included construction of a homogenous

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | APPENDIX D: Resumes 5

earth embankment with a central chimney filter for seepage control. Construction was completed (primarily) with on-site materials resulting in considerable cost savings. Spillway capacity was restored through the construction of a new concrete gravity spillway. Mr. Bair led the remediation design including preparation of contract documents, pre-qualification and negotiations with selected contractors and engineering oversight during construction. Construction was completed well below the owner’s cost estimate.

New York Power Authority | Blenheim-Gilboa Pumped Storage Project, Landslide Investigation; Gilboa, NY | 1997-2002 Project Manager and Design Engineer for forensic evaluation and remediation design for this progressive slope failure. The project focused on correcting slope movement which threatened to interrupt the main transmission line from this 1,000 MW pumped storage plant. Mr. Bair began with a thorough evaluation of the local geology and existing aerial infrared photography which revealed the presence of an ancient landslide. Under his direction, subsurface investigations were conducted to confirm the presence of the ancient slide and fully define the subsurface conditions. Remedial efforts were focused on stabilizing the toe of the slope which could catastrophically fail and threaten the transmission line. The “fix”, developed by Mr. Bair, included both surface drainage improvements and a 400,000 cubic yard toe berm. Mr. Bair led the development of construction documents including details for an on-site quarry to obtain the rock, thereby minimizing total project costs.

US Army Corps of Engineers| Potential Failure Mode Analysis Facilitator; Various Locations | 2009-2010 Mr. Bair served as the approved Potential Failure Mode Analysis Facilitator at two dams owned by the USACE –Tuttle Creek Dam and Lock & Dam No. 13 on the Illinois Waterway. For both projects, Mr. Bair led a two-day failure analysis workshop wherein each project was systematically reviewed with a focus on identifying weakness that could lead to failure of the Project. Results were summarized in a formal Report and key strategies to focus instrumentation and maintenance activities to reduce failure were identified.

Oglethorpe Power | Rocky Mountain Pump Storage, FERC Part 12 Inspection & PFMA; Rome, GA | 2007-2008 Independent Consultant and Project Manager. The scope for this project included the preparation of a Dam Safety Inspection Report, Supporting Technical Information Document (STID), and a Potential Failure Mode Analyses (PFMA) Report for the Rocky Mountain Pumped Storage Project. Mr. Bair completed the field inspection and directed the completion of the associated reports. His Inspection Report satisfactorily addressed all of the FERC’s outstanding concerns with the projects. Additionally, through the PFMA process, Mr. Bair was able to reduce and focus the required instrumentation for the projects.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

6 Jeffrey M. Bair, P.E. | JUNE 2014

City of Escondido | Wolhford Dam; San Diego, CA| 2010 Mr. Bair served as the approved Part 12 Dam Safety Consultant and completed a five-year dam safety inspection including a review of all project records, inspection of the project facilities, and developing a report presenting key findings with regard to the continued safe operation of the Dam. The final report was submitted to the Federal Energy Regulatory Commission.

South Carolina Electric & Gas Company | Saluda Dam Remediation; Columbia, SC | 1992-2005 Mr. Bair served as Project Manager during the design and construction of the Saluda Dam Remediation Project. The completed Project was awarded the Outstanding Civil Engineering Achievement award from ASCE in 2006 and was featured in the October 2002 issue of Civil Engineering Magazine. Based on state of the practice seismic and liquefaction analyses, the existing 211-foot high semi-hydraulic fill dam could fail during a repeat of the 1886 Charleston earthquake. This $10 million design effort resulted in the largest dam construction project in the country at a constructed cost of $275 million. Mr. Bair directly supervised the preliminary investigation, final design, development of design basis documents, and preparation of bid documents. Mr. Bair continued as Project Manager during construction and directly supervised the Construction Management staff overseeing the work. Final remediation included construction of a back-up dam along the entire 7,000-foot length immediately behind the existing earth embankment. The majority of the back-up dam is rockfill with an earthen core. However, downstream space constraints necessitated the construction of an RCC Dam along the center portion. The project utilized over 10 million cubic yards of rockfill, earth, sluiced ash and aggregate. The final project created the third largest RCC Dam in the United States and one of the largest in the world.

FERC | Operational Inspections; Various U.S. locations | 2005-2006 Project Manager for a FERC initiated Pilot Test Program to sub-contract FERC Inspections. Operational inspections were performed at 30 FERC-licensed Projects located throughout the United States under direct contract with the Federal Energy Regulatory Commission. Mr. Bair served as Project Manager for this Pilot Program and directed the completion of all work. Additionally, Mr. Bair directly completed inspections at five projects for the SFO and CRO FERC Offices. Typical Scope for each Project included an initial visit to the appropriate FERC Regional Office to review historical files and discuss the Project with the Regional Engineer. A detailed site inspection was conducted including license compliance, dam safety, transmission capabilities, security, and environmental compliance. Following the inspection, Mr. Bair returned to the appropriate FERC Office to present the findings. The Final Report was completed following FERC guidelines for Operational Inspections.

Throughout the design and construction of the complex [Saluda Dam Remediation] project, RIZZO Project Management skills have been exemplary." —James Landreth, South Carolina Electric & Gas

2006 OPAL Award Recipient

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | Mario S. Francucci, P.E. 1

Mario S. Francucci, P.E. In his 38 years of experience in civil and environmental engineering, Mr. Francucci has been responsible for many complex environmental projects including study and design of CSO systems, wastewater treatment plants and pumping stations, as well as and hydraulic analysis and evaluation studies associated with both water and wastewater systems.

PROJECT EXPERIENCE Combined Sewer Overflow (CSO) Long-Term Control Plan (LTCP); Norwich, CT Project Manager. Responsible for an ongoing CSO LTCP for Norwich, CT. The project has involved conversion of all sewer system hard copy records into a GIS data-base, extensive river sampling and monitoring program, a comprehensive collection system monitoring and sampling program, hydraulic computer modeling of the collection system, public participation program, affordability analysis and numerous other studies and evaluations in accordance with the National CSO Control Policy.

Interim BNR Plan Review; Danbury, CT Project Manager. Responsible for an independent review of an interim BNR study and design project at the City’s WPCF conducted by another engineer for the City. The plan being reviewed involved dual post-anoxic zone reactors using methanol feed for denitrification. We also proposed an alternate scheme which utilized both pre-anoxic zone and post-anoxic zone reactors with the use of fermentate from gravity thickener flow to minimize the use of methanol.

Odor Control Master Plan at the WPCF; Danbury, CT Project Manager. For a long-term master plant to control odors emanating from the City’s WPCF. This initial project reviewed and evaluated existing odor control equipment and systems at the plant, operational practices and involved a comprehensive program of both water and vapor phase sampling gathered from all of the major treatment plant processes. The odor sources were prioritized and a report was complied with the data, evaluations, recommendations and costs. A follow-up audit was conducted one year later at the plant to assess the effectiveness’ of odor control measures recommended as part of the Master Plan. Odor sampling was conducted at all plant facilities and in the collection system.

Wastewater Treatment Facilities Design; West Haven, CT Project Manager. For the upgrade and expansion of the 12 MGD wastewater treatment plant. The design includes conversion of the plant to an IFAS system, the addition of two new secondary clarifiers and RAS pumping facility, new fine screens and numerous other improvements.

PROJECT MANAGER Specialization: Civil and Environmental Engineering, Hydraulic Analysis, Study and Design of Municipal Water and Wastewater Treatment Plants, Pumping Stations and CSO Systems Office Location Boston, MA Education • MS, Civil Engineering,

Northeastern University, 1989

• BS, Civil Engineering, Northeastern University, 1976

Professional Registration PE – 2012, CT, PEN.0022966 PE – 1989, MA, 34281 PE – 1981, RI, PE.0004291 Professional Associations • American Water Works

Association • WPCF • BSCE Year Career Started 1976 Year Started with B&V 1987

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

2 Mario S. Francucci, P.E. | BLACK & VEATCH

Wastewater System Facilities Plan; Norwich, CT Project Manager. Responsible for the study and evaluation of the 8-mgd wastewater treatment facility including its upgrade/expansion to accomplish new stringent nitrogen effluent limits; assessments of 27 remote pumping stations and overview of the combined sewer collection system. This project has involved the preparation of a comprehensives wastewater system facilities plan. The project also included an effectiveness evaluation of the long term CSO reduction plan which had been conducted over the previous 10 years. This evaluation included CSO monitoring and analysis to quantify actual reduction of CSOs vs. predicted volumes in accordance with modeling efforts. The project also included a CMOM evaluation. A long-term capital improvements plan was developed as part of this project.

Mattabassett District | Wastewater System Facilities Plan; Cromwell, CT Project Manager. Responsible for developing a long-term planning, study and evaluation of the 20-mgd wastewater treatment facility. The long term planning included: a process evaluation of various nitrogen treatment technologies to comply with Connecticut’s NPDES permit for nitrogen; hydraulic profile evaluation; effluent disinfection evaluation; emergency power assessment; and sludge dewatering assessment.

Massachusetts Water Resources Authority (MWRA) | Engineering Report− Water and Wastewater Revenue Bonds; Boston, MA Engineering Investigator. In the early 1990’s, Black & Veatch supported bond sales by the Authority to finance its capital improvements plan. Mr. Francucci inspected existing facilities, interviewed key Authority staff, and reviewed reports to assess the Authority’s management and financial capacity for support of the bond sales. Mr. Francucci wrote key sections of the work products delivered by Black & Veatch.

Boston Water and Sewer Commission (BWSC) | Engineering Report-Water and Wastewater Revenue Bonds; Boston, MA Principal Investigator. Of the BWSC’s water and wastewater infrastructure systems as part of the General Revenue Refunding Bonds 2003 and 2004 Engineering Reports. This involved inspection of facilities, interviews with key management staff and report preparation. The work also continued in 2008 as part of a re-funding deal including new bond sales.

City of West Haven | Wastewater System Treatment Facility Plan; West Haven, CT Project Manager. Responsible for the study and evaluation of the 12-mgd water pollution control facility. The long term planning included: a process evaluation of various nitrogen treatment technologies to comply with Connecticut’s NPDES permit for nitrogen; outfall pipe evaluation; capacity assessment; physical equipment assessment; operations assessment; and solids treatment assessment.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | Mario S. Francucci, P.E. 3

City of Meriden | Competitive Assessment of the Water & Wastewater Systems; Meriden, CT Consulting Assistance. To the City of Meriden in performing a benchmarking analysis of the water and wastewater systems current cost of operations versus the cost of public and private operators for comparably sized facilities. Developed its findings on an 11-point value based system, and presented the conclusions, as well as opportunities for improvements, to both the Sewer Privatization Committee and the City Council.

Metropolitan District Commission | Water Pollution Control Facility Upgrade; Rocky Hill, CT Directed the design of a 7.5 mgd WPCF upgrade. Conducted project development phase, which included process analyses, facility audits for non-compliance with building code, OSHA, and site and building environmental regulations and onsite data gathering. Prepared complete construction bid documents (procurement and installation) of design package for installation of advanced control, electrical, and SCADA for a new 25 mgd pump station. Prepared 30 percent design for various design packages: renovations to process units, underground storage removal and replacement, data acquisition and control system, complete facility upgrade for process improvements and odor control, structural, architectural, electrical, plumbing, and HVAC upgrades.

Lynn Water and Sewer Commission; Lynn, MA Working for the member communities of the Lynn Water & Sewer Commission, performed detailed inspections of the Commission’s Water and Wastewater system facilities. The work involved the treatment plant, pumping stations, control facilities and interviews with staff. Detailed report of findings was also prepared.

Narragansett Bay Commission | CSO Tunnel Pump Station-Design and Construction Phase Services; Providence, RI Project Manager. Directed the development of a preliminary design and final design effort for a deep pump station, which would empty into a deep rock tunnel used in the storage of CSOs. The project includes new screening equipment, grit removal, and high head wastewater pumps. Detailed design plans and specifications were also prepared and construction phase services are being provided.

City of Norwich | Long-Term Biosolids Management Study; Norwich, CT Responsible for study, evaluation, and conceptual design of a biosolids management report addressing long-term handling and disposal of biosolids from the City's wastewater plant. Anaerobic and raw sludge options were provided.

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

4 Mario S. Francucci, P.E. | BLACK & VEATCH

Town of Manchester | Digester Rehabilitation Study & Design; Manchester, CT Project Manager. Performed evaluations associated with mixing, heating, and process for upgrading an anaerobic digester. Directed the design of recommended improvements for the rehabilitation of Primary Digester No. 1. The improvements involved a gas mixing system, level monitoring equipment, piping modifications, and related systems.

City of West Haven | Electrical & CEMs Upgrades - Design & Construction Support; West Haven, CT Project Manager. Responsible for study, preparation of design drawings and specifications of all internal electrical motor control, center, power and lighting panels as part of an equipment replacement program at the Water Pollution Control Facility (WPCF). In addition, responsible for design drawing preparation for CEMs and construction administration and resident inspection services.

City of West Haven | Remote Headworks Design; West Haven, CT Directed an engineering design project focused on adding new headworks screens at the City's main pump station. The engineering design involved evaluation of screening systems, conveyance, washer/compactors, and odor control systems. Prepared design plans and specifications and directed the firm’s construction engineering services.

City of West Haven | Construction Management-Main Pump Station; West Haven, CT Directed construction services effort of a major rehabilitation project at the City's main sewerage pump station. The new facilities included new pumps, electrics, VFDs, controls, mechanical, structural, and site/civil.

City of West Haven | Nitrogen Reduction-Design & Construction Support; West Haven, CT As part of the CT DEP’s Long Island sound initiative, responsible for engineering study preparing design drawings and specifications and providing engineering support during construction for an upgrade to the City's WPCF. The upgrade involved retrofitting the plant's aeration tank to achieve biological nitrogen reduction.

Philadelphia Water Department | Engineering Report – Water & Wastewater Revenue Bonds; Philadelphia, PA Since the early 1990s, Mr. Francucci has served as a principle investigator of Black & Veatch, undertaking such investigations, review of reports, records, capital improvement programs, inspections of key water and wastewater facilities and interviews of Water Department staff to assess the condition of the systems and plans in-place to achieve compliance with all regulatory mandates both now and in the future. Mr. Francucci has also served in this capacity during the Series 2001A Bonds Sale. His repeated involvement in these assignments has

Council of Governments – Central Naugatuck Valley | DAM SAFETY QUALIFICATIONS

BLACK & VEATCH | Mario S. Francucci, P.E. 5

allowed Mr. Francucci to gain intimate knowledge of both, the progress of the Department over the years, as well as their challenges for the future. He understands the Philosophy of the Department in achieving its stated goals.

City of Springfield | Sludge Management Facilities Planning & Sludge Backup Services Springfield Regional Wastewater Treatment Plant; Springfield, MA Quality Control Reviewer and Technical Advisor. Provided technical assistance in the evaluation of a proposal, including impacts to the wastewater treatment plant, to perform sludge processing and disposal by alternate facilities under private contract. In addition, responsible for reviewing a project that selected and evaluated sludge management alternatives to replace an existing Zimpro wet air oxidation system. Economic analysis and study of regulatory compliance and other non-economic issues was also performed.

Water Treatment Facilities WestLake Water Treatment Plant Residuals Study, Danbury, CT Project Manager. Directed study focused on studying both short-term and long-term options for handling water treatment residuals at the City’s WestLake water treatment plant. The plant’s residuals lagoons had reached the end of their usefulness and part of the review centered on reducing residuals loading on the lagoons from daily operations. A number of alternatives were prepared and evaluated and a recommended approach for short-term and long-term was established.

Margerie Reservoir Study, Danbury, CT Project Manager. Directed study of the Margerie Reservoir which supplies the City’s Margerie water treatment plant. Turbidity levels increase during the warm summer period which, due to the small particle size, results in hard to treat water at the plant. The study has focused on both plant type improvements to optimize removals and reservoir management alternatives.

Ozone Water Treatment Facility, Bangor Water District, Bangor, ME Project Engineer. Prepared design drawings and specifications for a new 13 mgd ozone treatment plant. Facilities included chemical feed facilities for disinfection, pH control, and fluoridation and assisted during the construction phase. A surge/storage tank and control valve facility were also provided. In addition, assisted during construction phase.

Flood Insurance Studies, Towns of Newington, Windsor, Rocky Hill Newington, and Rocky Hill, CT Staff Engineer. Performed hydraulic studies using HEC-II computer model for flood analyses. Prepared hydrology data and reports.