Offer Forms (Attachments) - Arizona Foster... · 2020-03-31 · Amec Foster Wheeler is watercourse master plan for the McClellan Wash located at Mountains in Pinal County, Arizona

Request for Qualifications Solicitation No.

ADSPO18-00007887 Description:

2018 Professional Services List

Arizona Department of Administration

State Procurement Office 100 N 15th Ave., Suite 201

Phoenix, AZ 85007

PART 4 of the Solicitation Documents: Offer Forms (Attachments)

Index Date: January 8, 2018

Page 1 of 38 4 A v a i l a b l e o n l i n e a t : P r o c u r e . A Z . g o v

Offer Forms (Attachments)

Date: January 8, 2018

ATTACHMENT 1 ........ OFFER AND ACCEPTANCE FORM ...................................... 2

ATTACHMENT 2-A .... EXPERIENCE AND CAPACITY ............................................. 3

1.0 ..... FIVE (5) EXAMPLE PROJECTS ...................................................................... 3

ATTACHMENT 2-A .... EXPERIENCE AND CAPACITY ............................................. 7

2.0 ..... EMPLOYEES BY DISCIPLINE ......................................................................... 7

3.0 ..... FIRMS EXPERIENCE AND REVENUE ........................................................... 9

4.0 ..... FIRMS SERVICES ........................................................................................... 9

5.0 ..... EXPERIENCE REFERENCES: ...................................................................... 10

ATTACHMENT 2-B .... ORGANIZATION PROFILE .................................................. 12

ATTACHMENT 3-A .... METHOD PROPOSAL .......................................................... 14

ATTACHMENT 3-B .... KEY PERSONNEL PROPOSAL ........................................... 15

ATTACHMENT 3-C ... PROPOSED SUBCONTRACTORS ..................................... 25

ATTACHMENT 3-D ... PERFORMANCE GUARANTEE ........................................... 27

ATTACHMENT 3-E .... ISRAEL BOYCOTT FORM ................................................... 28

ATTACHMENT 4 ........ PRICING SHEET .................................................................. 30

ATTACHMENT 5-A .... CONFIDENTIAL INFORMATION DESIGNATION ................ 31

ATTACHMENT 5-B .... CONFORMANCE STATEMENTS ........................................ 34

ATTACHMENT 5-C ... INSURANCE EVIDENCE ..................................................... 37

ATTACHMENT 5-D ... OFFER CHECKLIST ............................................................. 38 - -

https://procure.az.gov/bso/

1/23/2018

1/23/2018 1/31/2018

Sean Wulfekuhle






Phoenix, AZ 85007




Attachment 2-A Experience and Capacity

STATE MAY DETERMINE YOUR SUBMITTAL IS NON-RESPONSIVE IF YOU DO NOT ANSWER ALL QUESTIONS FULLY.

DEFINITIONS Branch Office: A geographically distinct place of business or subsidiary office of a firm that has a key role on the team. Discipline: Primary technical capabilities of key personnel, as evidenced by academic degree, professional registration, certification, and/or extensive experience. Key Personnel: Individuals who will have major contract responsibilities and/or provide unusual or unique expertise. Parent Company. Identify controlling company name in this field if the Firm is owned or controlled by another company. Structure: How a business is organized to accomplish its objectives (ie, Sole Proprietor, Limited Liability Company, Cooperative, Corporation, Partnership, S Corporation). See chart below for example:

1.0 Five (5) Example Projects List no more than five (5) example projects which best illustrate firm’s qualification for this contract in the chart provided below. Select projects where multiple team members worked together, if possible, that demonstrate the team’s capability to perform work similar to that required for this qualifications list contract. (NOTE: The integrity of the chart table columns shall remain unchanged, however the rows for each project may be expanded by the Offeror to accommodate the information).

a. Title and Locations of project or contract. For an indefinite delivery contract, the location is the geographic scope of the

contract. b. Enter the year completed of the professional services (such as planning, engineering study, or design), and/or the year

completed if construction. If any of the professional services or the construction projects are not complete, leave Year Completed blank and indicate the status in Brief Description of Project and Relevance to This Contract (block f).

c. Project Owner or user, such as a government agency or installation, an institution, a corporation or private individual. d. Provide the original budget or not to exceed dollar amount for the project. e. Provide the Total Cost of the Project. If any of the professional services or construction projects is not complete, indicate the

percentage compete and whether this project will be on budget, over or under budget. f. Brief Description: Indicate scope, size, and length of project, principle elements and special features of the project. Discuss

the relevance of the example project to this contract.

Entity Type Structure

Corporation S Corporation or C Corporation, or Professional Corporation

Cooperative Cooperative

Partnership General Partnership, Limited Partnership, Limited Liability Partnership, Limited Liability Limited Partnership

Sole Proprietor Sole Proprietor

Limited Liability Company Limited Liability Company or Professional Limited Liability Company







Phoenix, AZ 85007




Title and Location of Project

Design Completion Year

Construction Completion Year

Project Owner

Project Original Budget (or not to exceed amount)

Total Cost of the Project

Brief Description of Project

Main Street – Coolidge, AZ

2017 N/A ADOT $287,759 (Professional Services)

$287,759 On budget

This project reconstructed the existing pavement, curbs and gutters, and sidewalks to enhance the roadway and pedestrian facilities with the historic district in downtown Coolidge. The project also included ADA compliant sidewalks and parking with ramp access to the sidewalks, a mid-block pedestrian crossing, pavement markings and signs, minor drainage improvements at the intersections, landscaping with irrigation, street furniture, hardscape accents and street lighting upgrades utilizing existing “historic” poles and new pedestrian accent lighting.

New River Shared Use Path - Glendale, Peoria, AZ

2018 N/A ADOT $98,655 (Professional Services)

$98,655 On budget

This project will complete a link of the New River shared use pathway between Glendale and Peoria across the New River to improve pedestrian and bicycle accessibility utilizing CMAQ funds. The improvements will connect existing pathway segments with a 2,400 linear foot (LF) by ten-foot wide concrete pathway. Low flow crossings will be placed within the New River. A new pedestrian bridge will be constructed across an existing drainage channel to connect to the existing pathway.

Pinto Creek Bridge, Gila County, AZ

2017 Not Yet Started

ADOT $561K $561K A geotechnical investigation was conducted to support the design of structures and roadway improvements associated with the Pinto Creek Bridge Replacement Project located in Gila County, Arizona. The purpose of the investigation was to address the structurally-deficient Pinto







Phoenix, AZ 85007




Creek Bridge, while preserving the continuity of the US Highway 60 (US 60) and its function as a major transportation link. The geotechnical investigation was performed to provide the Arizona Department of Transportation (ADOT) with geological and geotechnical information and recommendations for bridge foundation, retaining wall foundations, rock cut slope recommendation, and other geotechnical-related design considerations.

McClellan Wash Area Drainage Master Study, Pinal County, AZ

2018 N/A Pinal County

$682,516 Approx. 50% complete, currently on budget

Amec Foster Wheeler is currently developing a watercourse master plan for the McClellan Wash located at the base of the Picacho Mountains in Pinal County, Arizona. The study area is approximately 50 square miles with a contributing watershed area of 400 square miles. The majority of the study area is located within the planning area limits of the City of Eloy. The area is primarily agriculture with some residential and commercial development. The area has experienced relatively frequent flooding in varying degrees throughout its history. Key project tasks include data collection and evaluation, stakeholder outreach and meetings, hydrology and hydraulics (HEC-1 and FLO-2D), sediment yield analyses, scour analyses, facilitation and coordination of a brainstorming workshop, alternatives formulation and analysis, cost estimates, geologic and fissure analysis, environmental hazard analysis, selection of a preferred/recommended alternative, project phasing and funding alternatives and reporting.







Phoenix, AZ 85007




Water Quality Compliance Support / Prescott, AZ

2018-2019 N/A City of Prescott

Initially $114,000, Scope later expanded to include additional $378,782.

Approx. 85% complete. Currently on budget.

Since 2015, Amec Foster Wheeler has been providing support services to comply with two Total Maximum Daily Loads (TMDLs) addressing Escherichia coli (E.coli) impairments in the Upper Granite Creek Watershed (UGCW) and nutrient impairments in Watson Lake. Current tasks include developing a TMDL Action Plan which served as a roadmap for identifying Best Management Practices (BMPs) the City can implement to achieve target pollutant reductions. For Watson Lake, developed and implemented a 12-month Water Quality Monitoring Plan to characterize the Lake. Collected data will be used to develop a hydrodynamic water quality model designed to simulate chemical, biological, and physical processes to evaluate pollutant reduction effectiveness based on feasibility, cost, and ecosystem impacts. For the UGCW, Amec Foster Wheeler delineated the UGCW, assessed pollutant loadings, and constructed hydrologic and water quality models for both urban and rural portions of the watershed. Ongoing tasks for this effort include identifying and evaluating watershed-wide BMPs that will be built into a future Watershed Pollutant Reduction Plan.







Phoenix, AZ 85007




Attachment 2-A

Experience and Capacity

STATE MAY DETERMINE YOUR SUBMITTAL IS NON-RESPONSIVE IF YOU DO NOT ANSWER ALL QUESTIONS FULLY.

2.0 EMPLOYEES BY DISCIPLINE

Aeronautical Engineer Electrical Engineer Mechanical Engineer

Agricultural Engineer Environmental Engineer Metallurgical Engineer Archeologist Environmental Scientist Mining Engineer Architect Fire Protection Engineer Nuclear Engineer Architectural Engineering Geodetic Surveyor Petroleum Engineer

Biologist Geographic Information System Specialist Photogrammetrist

CADD Technician Geological Engineer Project Manager Chemical Engineer Geologist Sanitary Engineer Civil Engineer Hydrographic Surveyor Soils Engineer Construction Manager Hydraulic Engineer Structural Engineer Construction Inspector Hydrologist Technician/Analyst Control Systems Engineer Industrial Engineer Transportation Engineer

Cost Engineer/Estimator Landscape Architect Water Resources Engineer

Enter requested information in the chart provided below:

a. Select disciplines from the List of Disciplines. For employees that do not qualify for any of the disciplines, select “Other”.

b. Each person can be counted only twice; once for his/her primary function and once for his/her secondary function. Primary and secondary functions should be indicated by including a “P” or an “S” in column b after the Description Title is given.

c-d. If the form is completed for a firm (including all branch offices), enter the number of employees by disciplines in column c. If

the form is completed for a branch office, enter the number of employees by discipline in column d and for the firm in column c. (NOTE: The Offeror may insert or delete rows in the existing Employees by Discipline chart table on page six (6) as necessary to complete the requirements for Question 2).







Phoenix, AZ 85007




EXAMPLE:

a. Discipline Title b. Function: Primary (P) or Secondary (S)

c. No. of Employees Firm

d. No. of Employees Branch

Example: Architect P 138 50-Yuma Branch 50-Tempe Branch 38 – Phoenix Branch

Example: Architect S 20 5-Yuma Branch 5-Tempe Branch 5 – Phoenix Branch 5- Tucson Branch

a. Discipline Title

b. Function: Primary (P) or Secondary (S)

c. No. of Employees Firm

d. No. of Employees Branch

Archeologist P 92 1 – Phoenix Branch

Biologist P 142 3 – Phoenix Branch

CADD Technician P 154 8 – Phoenix Branch

Civil Engineer P 341 5 – Phoenix Branch

Construction Manager P 106 1 – Phoenix Branch

Construction Inspector P 142 3 – Phoenix Branch

Environmental Engineer P 272 3 – Phoenix Branch

Environmental Scientist P 502 4 – Phoenix Branch

Geodetic Surveyor P 4 1 – Phoenix Branch

Geographic Information System Specialist P 118 6 – Phoenix Branch

Geological Engineer P 370 14 – Phoenix Branch







Phoenix, AZ 85007




Geologist P 377 1 – Phoenix Branch

Hydraulic Engineer P 2 2 – Phoenix Branch

Hydrogeologist P 99 2 – Phoenix Branch

Hydrologist P 5 2 – Phoenix Branch

Landscape Architect P 5 1 – Phoenix Branch

Project Manager P 209 5 – Phoenix Branch

Sanitary Engineer P 2 2 – Phoenix Branch

Soils Engineer P 370 14 – Phoenix Branch

Structural Engineer P 53 1 – Phoenix Branch

Technicians/Analyst P 1127 37 – Phoenix Branch

Transportation Engineer P 68 8 – Phoenix Branch

Water Resources Engineer P 209 6 – Phoenix Branch

Other P 1332 50 – Phoenix Branch

Total 6101 180 – Phoenix Branch

3.0 FIRMS EXPERIENCE AND REVENUE

a. Firm shall complete the document titled “Project Experience Number of Projects and Revenue”, using same document title and upload in .pdf format only as an “Attachment” with firm’s offer in ProcureAZ.

.

4.0 FIRMS SERVICES a. Firm shall complete the Excel spreadsheet titled “2018 Professional Services List of Firms Services”

using same document title and uploaded in Excel format only as an “Attachment” with firm’s offer in ProcureAZ.

.







Phoenix, AZ 85007




5.0 EXPERIENCE REFERENCES: THE PRIME FIRM SHALL LIST A TOTAL OF THREE (3) CLIENT REFERENCES FOR ANY PROJECTS COMPLETED IN THE LAST YEAR BY THE FIRM (OR A BRANCH LOCATION). REFERENCES MAY BE CONTACTED BY ANY ELIGIBLE AGENCY.

1 Client Company/Address Contact Begin Date End Date

Arizona Department of Environmental Quality, 205 S 17th Ave., Mail Drop 619E, Phoenix, AZ 85007

Ed Green 06/2017 08/2017

Phone Number Email Address

602.920.3882 [email protected]

List project name, project location, original design fee, final design fee, construction costs (if applicable), and program facilities (What were the uses, facilities, or activities that were built. For example; lift station, parking lot, bridge, playground, sewerage treatment plant, storm drainage, etc.).

Hydraulic Lift Removal Report, ADOT Flagstaff Yard, Equipment Building #3180, Flagstaff, AZ $76,691, NA

Services performed similar to those described in Solicitation

Asbestos Survey. Removal of hydraulic lift system. Containerization and disposal of hydraulic lift fluid. Removal of soil impacted by hydraulic lift fluid. Collection and laboratory analysis of confirmation soil samples. Backfill and compaction of hydraulic lift excavation. Surface completion with 5,000 psi concrete. Final reporting of field events and analytical data.


Liberty Utilities, 12725 West Indian School Road, Suite D101, Avondale, AZ 85392

Tom Nichols 2013 2014


(623) 298-3754 [email protected]


Water Facilities Assessment and Improvements, Sierra Vista and Rio Rico, AZ, $130K, $1.5M, N/A








Phoenix, AZ 85007




Provided design and construction services at five water facilities to assist in achieving value and desired function from the recommended improvements. Improvements included a 5,300 foot long 6-inch diameter water transmission main, a 2,700 foot long 4-inch diameter water transmission main, four 1200-1500 gpm variable speed booster pump stations, and a new 250,000 gal storage tank.


Flood Control District of Maricopa County, 2801 West Durango Street, Phoenix, AZ

Steve Brown 2015 2016


(602) 506-5426 [email protected]


2015-2016 Instrumentation & Monitoring of McMicken Dam (On-Call), Maricopa County, AZ, $31K, N/A, N/A


The McMicken Dam annual instrumentation and monitoring is part of an ongoing program of dam safety assessment and rehabilitation, designed to ensure flood protection in the area. This annual monitoring project includes inspections of the existing instrumentation along with conventional surveys, tape extensometers, optical levelling, geologic reconnaissance, and satellite-based synthetic aperture radar data (InSAR).

End of Attachment 2-A







Phoenix, AZ 85007




Attachment 2-B Organization Profile

STATE MAY DETERMINE YOUR PROPOSAL IS NON-RESPONSIVE IF YOU DO NOT ANSWER ALL QUESTIONS FULLY.

ORGANIZATION PROFILE

The firm shall complete a separate Organizational Profile document for each branch office.

Firm Name Amec Foster Wheeler Environment & Infrastructure, Inc. Year established 1959

Principal address (street, city, state) 4600 East Washington Street, Suite 600, Phoenix, AZ 85034-1917

Entity type: Corporation Structure: Corporation

Branch or Division: Phoenix, AZ Parent Company: x

Years the organization has conducted business in Arizona. 1958

Contract Representatives to Contact

Name Title Telephone Number E-Mail Address

1. Ed Latimer, PhD, PE Infrastructure Operation Manager-AZ 602.733.6044 [email protected]

2. Doug Peters, PE, RLS Principal Civil Engineer 602.733.6043 [email protected]

3. Mark Hartig, PE Geotechnical Operations Manager-AZ 602.733.6076 [email protected]

Firm Professional Registration and Certifications (INCLUDE COPY OF DOCUMENT IN OFFER)

Description Issuer Number Expiration

1. Arizona Board of Technical Registration State of Arizona 10125-0 04/09/18

2.

Arizona transaction privilege tax license or (if applicable) Arizona Corporate Commission Certificate of Good Standing

State of Arizona 07483627 12/31/18

3. Arizona General Contractors License State of Arizona 278767 05/31/18

4. Arizona Corporation Commission State of Arizona F07195940 N/A







Phoenix, AZ 85007




ATTACHMENT 2-B SUPPLEMENTS: (For submission of additional Organizational Profile qualifications beyond the number of forms provided in the Offer Documents: Offeror shall copy the Organizational Profile form in its entirety and complete in a separate Document for submission with the offer or type “None” on first line if not applicable. Offeror shall title Supplement(s) with the same beginning title as named herein, number sequentially in accordance with the number of Organizational Profile forms submitting and upload with offer.).

Title Document

Date No. of pages Purpose in Offer

5. None x x

6. Enter or delete row if not needed






(NOTE: The Offeror may insert additional rows as required).

End of Attachment 2-B







Phoenix, AZ 85007




Attachment 3-A Method Proposal (Method of Approach)

RESERVED FOR AWARDED DESIGN PROFESSIONAL UPON SERVICE REQUEST








Phoenix, AZ 85007




Attachment 3-B Key Personnel Proposal

Answer all questions thoroughly in the spaces provided. Complete this form in full for each one of the key personnel who will participate in this contract. Insert or attach a separate resume if desired, but any attached resumes are supplemental to this form and do not substitute resumes for this form. Offeror shall list any resume filename within the Key Personnel Form resume section and Attach as titled and submit with firm’s offer in ProcureAZ. Resumes shall not be listed in Attachment 3-B as Supplements.

1 Name: Richard (Dick) Yano, PE How long with company? 11

Current position in company: Transportation Practice Leader How long in positon? 11

Position for the Services: Project Manager/Transportation Engineer

How much of time will be dedicated to the Services? 25%

What primary functions will be assigned?

Dick is available to serve as Project Manager or Transportation Engineer for any task orders that fall under this contract.

Describe person’s experience in performing

services like those that are to be assigned:

Dick is Amec Foster Wheeler’s Transportation Practice Leader and has over 33 years of experience in civil and transportation engineering. He has an established track record of completing projects on schedule and within budget for municipalities. Projects types have included transit facilities, local streets, collector and arterial roadways, freeways, and bridges in both urban and rural environments. Dick is responsible for transportation engineering services for public clients in Amec Foster Wheeler’s Phoenix, Arizona office. Services include engineering planning and design services for State, City, Town, and County clients. Management duties include business development, personnel management and project management. Business development includes involvement in professional organizations and leading the development of proposals and statements of qualifications packages in pursuit of projects. His design services and streets experience are extensive and include:

► Hardy Drive Street Improvements, City of Tempe – Project Manager ► Southern Avenue & Country Club Drive Intersection, City of Mesa –

Project Manager ► Greenfield Road, Germann to Pecos, Town of Gilbert – Project Manager ► Ocotillo Road at UPRR, Town of Queen Creek – Project Manager ► US 93, Hoover Dam to MP 17, Mohave County – Project Manager

List person’s job-related training and education:

Education: BS, Civil Engineering, Oregon State University License/Registration: AZ PE #39391

Resume: Attachment – Resumes.pdf (Dick Yano)







Phoenix, AZ 85007




2 Name: Todd Farmer, PE How long with company? 15 years

Current position in company: Senior Civil Engineer How long in positon? 8 years

Position for the Services: Project Manager/Civil Engineer How much of time will be dedicated to the Services? 25 %


Todd will serve as Project Manager or Civil Engineer for any task orders that fall under this contract.



Todd has 18 years of engineering and project management experience. He is responsible for design, project coordination, client liaison, budgeting, scheduling and plan processing. He has been responsible for site-civil design, land planning, grading design, drainage design, street design, utility design, hydrology studies/reports, obtaining various types of certificates and permits, and storm water pollution prevention plans. His projects have required coordination for approval and permitting by agencies such as the Towns of Queen Creek, Gilbert and Buckeye; the cities of Mesa, Coolidge, Casa Grande, Chandler, and Phoenix; MCDOT; FCDMC; Maricopa County Department of Environmental Services; Arizona Water Company; Queen Creek Water Company’ Arizona Department of Water Resources; Arizona Department of Environmental Quality; Roosevelt Water Conservation District; and the US Army Corps of Engineers.

► Randolph Road, City of Coolidge – Project Engineer ► Camp Navajo Building One Rehabilitation, Bellemont – Project Engineer ► Greenfield Road, Germann to Pecos, Town of Gilbert – Project Engineer ► Ocotillo Road at UPRR, Town of Queen Creek – Project Engineer ► Davis Monthan AFB Site Improvements, Tucson – Project Engineer


Education: BS, Civil Engineering, Northern Arizona University License/Registration: AZ PE #40970

Resume: Attachment – Resumes.pdf (Todd Farmer)







Phoenix, AZ 85007




3 Name: Chad Andrews, PE How long with company? <1 year

Current position in company: Senior Transportation Engineer How long in positon? <1 year


How much of time will be dedicated to the Services? 25 %


Chad is available to serve as Project Manager or Transportation Engineer for any task orders that fall under this contract.



Chad has over 27 years of experience in providing project management; drainage and utility design; and construction support services on rural and urban highways, local street, and State Park projects. His commitment to quality and knowledge of Arizona Department of Transportation (ADOT) and local agency procedures have led to many successful projects. Chad’s responsibilities have included alignment alternative analysis; construction phasing; earthwork calculation; drainage design, utility, environmental, and right-of-way coordination; and project review and quality control.

► 87th Avenue and Deer Valley Road Traffic Signal, City of Peoria, Project Manager

► I-10, Dysart Road to I-17, Avondale, Phoenix, AZ, Project Manager ► Johnson Avenue, Central St, Arizona Avenue, Colorado City, AZ, Project

Manager ► Main Street Sidewalks, Coolidge, AZ, Project Manager ► SR 303L, Lake Pleasant Parkway to I-17, Peoria, AZ, Deputy Project

Manager


Education: BS, Continuing Studies in Civil Engineering, Arizona State University AA, AutoCAD and Drafting License/Registration: AZ PE #42821

Resume: Attachment – Resumes.pdf (Chad Andrews)







Phoenix, AZ 85007




4 Name: Anita Johari, PE, PTOE, EVN, SP How long with company? <1 year

Current position in company: Traffic Engineer How long in position? <1 year

Position for the Services: Traffic Engineer How much of time will be dedicated to the Services? 30 %


Anita is available to serve as traffic engineer for any task orders that fall under this contract.



Anita has over 17 years of professional traffic engineering and transportation planning experience with both public and private sector clients. Since the beginning of her career in Transportation Engineering, Anita has been involved in projects and programs aimed at improving road user’s safety and traffic operations. Her philosophy is traffic operations and traffic safety are two sides of a coin, improvement of one without the other is of no value to the road uses. She possesses a thorough knowledge of the ITE trip generation manuals and handbook, and has served in ITE’s New Driveway Design Manual committee and many other planning committee to discuss methodologies to improve assumptions and processes involved in the planning projects. In addition to planning, she is also proficient with the Highway Capacity Manual (HCM), Manual on Uniform Traffic Control Devices (MUTCD), and Roadway design. Anita has used a wide variety of simulation modelling tools such as VISSIM, CORSIM, Transmodeler, Synchro/Sim-traffic. With this knowledge, she has the capability to understand traffic operations and ability to develop improvements necessary for the development and its surrounding community. She has developed complete plans specifications, and estimates for signal design, intelligent transportation systems, and maintenance of traffic, pavement markings, and signing projects. Her project experience includes all aspects of transportation planning, engineering design and project management, quality control, and design team leadership including:

► SR 202L South Mountain Freeway ► Mariposa Land Point of Entry ► Central Mesa Light Rail Extension


Education: MSCE, Wayne State University, Detroit, MI BSCE, University of Rajasthan, Jaipur, India License/Registration: AZ PE #48127 PTOE #2296

Resume: Attachment – Resumes.pdf (Anita Johari)







Phoenix, AZ 85007




5 Name: John Tuter, PE How long with company? 1.9 years

Current position in company: Transportation Project Manager How long in position? 1.9 year


How much of time will be dedicated to the Services? 25 %


John is available to serve as Project Manager or Transportation Engineer for any task orders that fall under this contract.



John brings 30 years of experience in the engineering industry with an emphasis in public works and municipal transportation projects. John brings a proven blend of technical, management, and communication skills to every project. John has successfully completed multiple transportation projects for multiple agencies throughout Arizona including the Cities of Mesa, Phoenix, Scottsdale, Glendale, and Avondale, along with Maricopa and Pinal Counties. In his career, John’s roles have ranged from engineering technician, land surveyor, project engineer to his current role as Transportation Project Manager. John’s solid management and design background in transportation, utility and infrastructure projects will be an invaluable asset to any assignment. His track record of managing successful projects include since joining Amec Foster Wheeler include:

► City of Mesa Roosevelt Road ► City of Mesa Skyline Gas Improvements ► City of Mesa Southern Avenue Improvements ► Pinal County Attaway Bridge Approach Improvements ► Pinal County Houston Avenue Improvements


Education: B.S., Civil Engineering, University of Missouri License/Registration: AZ PE #39286, KS PE #16524

Resume: Attachment – Resumes.pdf (John Tuter)







Phoenix, AZ 85007




6 Name: Alex Coronel, PE, CFM How long with company? 15 years

Current position in company: Senior Engineer How long in position? 11 years

Position for the Services: Project Manager/Hydrologist How much of time will be dedicated to the Services? 25 %


Alex is available to serve as Project Manager or Hydrologist for any task orders that fall under this contract.



Alex serves as a Project Manager and Senior Drainage Engineer in Amec Foster Wheeler’s Phoenix office. He is a Certified Floodplain Manager with 19 years of experience in watershed hydrology and hydraulic analysis of natural streams and engineered drainage improvements. His project experience covers a broad range of services from studies to final design including Federal Emergency Management Agency (FEMA) floodplain delineation, levee certification for CFR 65.10 criteria, dam breach and inundation limits mapping, plan review, scour analysis, design concept reports and the preparation of final improvement plans, specifications and construction cost estimates. His project experience includes:

► Gilbert Landfill – Project Manager ► Hunt – Magma Flood Mitigation DCR/Design – Project Manager ► US 93: Hoover Dam Bypass to MP 17, ADOT – Drainage Engineer ► On-Call Floodplain Study Services, Mohave County FCD ► North Lake Havasu Flood Map Revisions (LOMR) – Project Manager ► Un-named Wash 13 LOMR – Project Engineer ► Ellsworth Road: Germann Road to Ray Road Phase I, MCDOT – Project

Engineer ► On-Call Plan Review Services, FCDMC – Drainage Engineer


Education: BS, Civil Engineering, Arizona State University Registrations: AZ PE #40209, CFM #00374

Resume: Attachment – Resumes.pdf (Alex Coronel)







Phoenix, AZ 85007




7 Name: Rob Scrivo, PE, CFM How long with company? 4 years

Current position in company: Senior Civil Engineer How long in position? 4 years

Position for the Services: Hydrologist/Civil Engineer How much of time will be dedicated to the Services? 25 %


Rob is available to perform hydrology and hydraulics analyses or serve as a project engineer/manager for any task orders that fall under this contract.



Rob is a dedicated and accomplished Professional Engineer and Project Manager with over 20 years of experience in the civil engineering and consulting industry. His excellent technical, analytical and communication skills have been developed through the preparation of complex drainage studies and area drainage master plans and associated reports. Rob is detail-oriented, maintains a 'big-picture' frame of reference and has outstanding coordination skills. He has a broad technical knowledge supported by field experience and the successful completion of several projects requiring team work. Rob has an extensive background in roadway drainage (public and private), roadway design and widening, hydrology, hydraulics, scour analysis, flood control projects, area drainage master studies/plans, drainage infrastructure design, FEMA floodplain studies, water and sewer design and commercial site development and design. He is also experienced in business development and networking, opportunity discovery and tracking and proposal preparation. His project experience includes:

► Rancho Bella Vista Flood Mitigation: 100-year Flood Channel, Pinal County – Project Manager

► Downtown Storm Drain Design: 10-year design – 16,000 lf, Phoenix – Lead Engineer

► Stormwater Pollutant Model Assistance: Modified/Updated City Model, City of Mesa – Drainage Task Manager/Lead Drainage Engineer

► Levee/Dike Inventory: Inclusion in ACIP, Pinal County – PM ► Utility Scour Depth Evaluation: 13 Wash Crossings/Sanitary Sewer, Lake

Havasu City – Drainage Task Manager/Lead Engineer ► Porter/Honeycutt Road Widening: Final Design/Drainage, City of

Maricopa – Drainage Task Manager/Lead Drainage Engineer ► SR 303L Area Drainage Master Plan: Master Plan Update West Valley –

Deputy PM/Lead Drainage Engineer


Education: BS, Civil Engineering, Michigan State University (East Lansing) Registrations: AZ PE #33457, CFM #04658

Resume: Attachment – Resumes.pdf (Rob Scrivo)







Phoenix, AZ 85007




8 Name: Ed Latimer, PhD, PE How long with company? 28 years

Current position in company:

Infrastructure Operations Manager-AZ How long in position? 28 years

Position for the Services: Project Manager/Civil Engineer How much of time will be dedicated to the Services? 25 %


Ed is available to serve as Project Manager or Civil Engineer for any task orders that fall under this contract.



Ed has over 28 years of experience and is currently serving as Infrastructure Operations Manager for Amec Foster Wheeler in Phoenix, Arizona. His areas of expertise include water resources engineering, water quality regulatory compliance, irrigation engineering and erosion and sediment control technologies. Ed’s project management experience is diverse, ranging from small purchase orders to large, multi-million indefinite-delivery, indefinite-quantity contracts on a wide range of service and technical areas. As Project Principal on many of our site civil projects, as well as transportation, drainage, and stormwater management projects, Ed has the full authority to contractually bind Amec Foster Wheeler and he handles all contractual matters. This authority makes him involved in many of our projects. As Project Manager, Ed’s experience includes:

► AZPDES Stormwater Phase II MS4 Compliance: Develop SWMP, Yuma County – Project Manager

► NPDES Multi-Sector General Permit Compliance: Permitting of regulated industrial facilities, City of Apache Junction, City of Avondale, City of Flagstaff, City of Yuma, Yuma County, Maricopa County – Project Manager

► Stormwater Management, Program Compliance: City of Avondale – Project Manager

► Erosion Control Manual: Manual Updates/Revisions, Maricopa County – Project Manager

► Municipal Ordinance Development: Draft Ordinance Preparation, City of Apache Junction – Project Manager

► Stormwater Program Development: Development of Funding Strategies/NPDES Phase II Compliance, City of Flagstaff – Project Manager

► Stormwater Utility: Analysis of Municipality’s Basis for Stormwater Utility, City of Avondale – Project Manager


Education: PhD, Water Resources Engineering, Texas A&M University, MS, Irrigation Engineering, Texas A&M University, BS, Agricultural Engineering, Iowa State University Registrations: AZ PE #28822, CPSWQ #190, CPESC #4372

Resume: xAttachment – Resumes.pdf (Ed Latimer)







Phoenix, AZ 85007




ATTACHMENT 3-B SUPPLEMENTS: (For submission of additional Key Personnel qualifications beyond the number of forms provided in the Offer Documents: Offeror shall copy the Key Personnel Form in its entirety and complete in a separate Word Document for submission with the offer, and list file name below or type “None” on first line if not applicable. Offeror shall title Supplement(s) with the same title as named herein and upload with offer.).

Title Document


1. Attachment 3-B Supplements.doc (Rebecca Sydnor)

1/23/18 2 Water Resources Engineer/Project Manager

2. Attachment 3-B Supplements.doc (Brian McBride)

1/23/18 2 Sanitary Engineer/Hydraulic Engineer

3. Attachment 3-B Supplements.doc Debra McGrew.doc

1/23/18 2 Hydraulic Engineer

4. Attachment 3-B Supplements.doc (Tim LeClair)

1/23/18 2 Sanitary Engineer

5. Attachment 3-B Supplements.doc (Brian Hamrick)

1/23/18 2 Sanitary Engineer

6. Attachment 3-B Supplements.doc (Chris Courtney)

1/23/18 2 Hydrogeologist

7. Attachment 3-B Supplements.doc (Scott Thompson)

1/23/18 2 Project Manager

8. Attachment 3-B Supplements.doc (Mike Manygoats)

1/23/18 2 Construction Inspector

9. Attachment 3-B Supplements.doc (Bryan Campbell)

1/23/18 2 Geodetic Surveyor

10. Attachment 3-B Supplements.doc (Curtis Cook)

1/23/18 2 Information Management Lead

11. Attachment 3-B Supplements.doc (Theresa Price)

1/23/18 2 Environmental Planner/Biologist

12. Attachment 3-B Supplements.doc (Matt Camba)

1/23/18 2 Biologist

13. Attachment 3-B Supplements.doc (Patricia Powless)

1/23/18 2 Archeologist

14. Attachment 3-B Supplements.doc (Daniel Fréchette)

1/23/18 2 Soils Engineer







Phoenix, AZ 85007




15. Attachment 3-B Supplements.doc (Tony Freiman)


16. Attachment 3-B Supplements.doc (Wayne Harrison)


17. Attachment 3-B Supplements.doc (Carl Heerup)

1/23/18 2 Structural Engineer

18. Attachment 3-B Supplements.doc (Dave Rosenberg)

1/23/18 2 Landscape Architect

19. Attachment 3-B Supplements.doc (Miguel Guzman)

1/23/18 2 Construction Manager

20. Attachment 3-B Supplements.doc (Richard Knox)

1/23/18 2 Environmental Engineer

(NOTE: The Offeror may insert additional rows as required).

End of Attachment 3-B







Phoenix, AZ 85007




Attachment 3-C Proposed Subcontractors


Check “NO” if you WILL NOT subcontract any portion of the Work and will therefore be carrying out all of the Work with your own personnel.

NO, the Offeror will not subcontract any portion of the Work.

If you WILL subcontract any portion of the Work, check “YES” below and list name of persons or companies you propose to use as subconsultants.

1. Fill in the information in the chart below for every proposed subcontractor – indicate the role and services work the subconsultant may provide in performing any of the services as outlined in the Requirements Document in the solicitation.

2. Offeror shall complete an Attachment 3-B Key Personnel Form in its entirety for each proposed subcontractor and submit with offer. The term “Subconsultant” shall be annotated in parenthesis after each subcontractor key personnel name typed in the “Name” section of the 3-B form.

3. State may demand additional information about proposed subcontractors as a precondition of award.

YES, the Offeror will use the Subcontractors listed below:

Subcontractor Key Personnel Name; Subcontractor Firm Name and Contact

Information List Proposed Subcontractor

Role(s) and Services

Capacity % Dedicated to Perform the

Proposed Role/Service For Any

Project Under This Contract

1. None

2. Name

3. Name

4. Name

5. Name

6. Name

7. Name

8. Name

9. Name

10 Name







Phoenix, AZ 85007




ATTACHMENT 3-C SUPPLEMENTS: (Offeror to insert as required and list here or type “None” on first line. Offeror shall title any Supplement(s) with the same title as named herein and upload with offer.)

Title Document


1. None x x x

2. Enter or type “None for Sub #2” x x x









End of Attachment 3-C







Phoenix, AZ 85007




Attachment 3-D Performance Guarantee


End of Attachment 3-D







Phoenix, AZ 85007




End of Attachment 3-E







Phoenix, AZ 85007




Attachment 4 Pricing Sheet

RESERVED FOR AWARDED DESIGN PROFESSIONAL SERVICE ORDER CONTRACT

End of Attachment 4







Phoenix, AZ 85007




City State Zip Title

ATTACHMENT 5-A SUPPLEMENTS: (Offeror to insert as required and list here or type “None” on first line. Offeror shall title any Supplement(s) with the same title as named herein and upload with offer.).

Title Document


1. None x x x










Phoenix, AZ 85007




Copy of A.A.C. R2-7-103 [Confidential Information] as was current at time of Solicitation issuance

PROVIDED FOR REFERENCE ONLY

A. If a person wants to assert that a person's offer, specification, or protest contains a trade secret or other proprietary information, a person shall include with the submission a statement supporting this assertion. A person shall clearly designate any trade secret and other proprietary information, using the term "confidential". Contract terms and conditions, pricing, and information generally available to the public are not considered confidential information under this Section.

B. Until a final determination is made under subsection (C), an agency chief procurement officer shall not disclose information designated as confidential under subsection (A) except to those individuals deemed by an agency chief procurement officer to have a legitimate state interest.

C. Upon receipt of a submission, an agency chief procurement officer shall make one of the following written determinations: 1. The designated information is confidential and the agency chief procurement officer shall not

disclose the information except to those individuals deemed by the agency chief procurement officer to have a legitimate state interest;

2. The designated information is not confidential; or 3. Additional information is required before a final confidentiality determination can be made.

D. If an agency chief procurement officer determines that information submitted is not confidential, a person who made the submission shall be notified in writing. The notice shall include a time period for requesting a review of the determination by the state procurement administrator.

E. An agency chief procurement officer may release information designated as confidential under subsection (A) if: 1. A request for review is not received by the state procurement administrator within the time

period specified in the notice; or 2. The state procurement administrator, after review, makes a written determination that the

designated information is not confidential.

- - -







Phoenix, AZ 85007




Attachment 5-B Conformance Statements

STATE WILL NOT CONSIDER ANY EXCEPTIONS UNLESS DESIGNATED ON THIS FORM.

READ THE INSTRUCTIONS TO OFFERORS BEFORE TAKING ANY EXCEPTIONS – TAKING EXCEPTIONS CAN BE GROUNDS FOR STATE REJECTING YOUR OFFER IN EVALUATION.

CONFORMANCE TO THE INSTRUCTIONS: (PART 1 OF THE SOLICITATION)

Check one of the following – if neither is checked, State will assume that as equivalent to “YES”:

YES – Offeror acknowledges that it has read and understands the Solicitation Summary in Section 1-A of the Solicitation Documents and the Instructions to Offerors in Section 1-B of the Solicitation Documents and the and attests that its Offer complies with both.

NO – Offeror acknowledges that it has read and understands the Solicitation Summary in Section 1-A of the Solicitation Documents and the Instructions to Offerors in Section 1-B of the Solicitation Documents, and attests that its Offer complies with both EXCEPT FOR the exceptions listed in Attachment 5-B Supplement 1.

CONFORMANCE TO THE CONTRACT TERMS AND CONDITIONS: (PART 2 OF THE SOLICITATION)


YES – Offeror acknowledges that it has read and understands the Special Terms and Conditions and the Uniform Terms and Conditions, along with their respective Exhibits and Appendices, in Part 2 of the Solicitation Documents and attests that its Offer complies with both.

NO – Offeror acknowledges that it has read and understands the Special Terms and Conditions and the Uniform Terms and Conditions, along with their respective Exhibits and Appendices in Part 2 of the Solicitation Documents and attests that its Offer complies with both EXCEPT FOR the exceptions listed in Attachment 5-B Supplement 2.

CONFORMANCE TO THE TECHNICAL DOCUMENTS: (PART 3 OF THE SOLICITATION)


YES – Offeror acknowledges that it has read and understands the Requirements Document and the Compensation Document in Part 3 of the Solicitation Documents and attests that its Offer complies with both.







Phoenix, AZ 85007




NO – Offeror acknowledges that it has read and understands the Requirements Document and the Compensation Document, in Part 3 of the Solicitation Documents and attests that its Offer complies with both EXCEPT FOR the exceptions listed in Attachment 5-B Supplement 3.

ATTACHMENT 5-B Supplement No. 1: Exceptions to Instructions

Article / Paragraph or Exhibit Reference Proposed Changes / Alternate Language Rationale for Proposed Change

Section 1-A: Solicitation Summary x None x

x x x

x x x

Section 1-B: Instructions to Offerors x None x

x x x

x x x

ATTACHMENT 5-B Supplement No. 2: Exceptions to Contract Terms & Conditions

Article/ Paragraph or Exhibit Reference Proposed Changes / Alternate Language Rationale for Proposed Change

Section 2-A: Special Terms & Conditions x None x

x x x

x x x







Phoenix, AZ 85007




Attachment 5-C Insurance Evidence


End of Attachment 5-C







Phoenix, AZ 85007




Attachment 5-D Offer Checklist

STATE MAY DETERMINE YOUR PROPOSAL IS NON-RESPONSIVE IF YOU DO NOT SUBMIT ALL ATTACHMENTS.

DOCUMENT SUBMITTED

1. Attachment 1: Offer and Acceptance Form - SIGNED YES no

2. Attachment 2-A: Experience and Capacity YES no

3. Attachment 2-A: References YES no

4. Attachment 2-B: Organization Profile YES no

5. Attachment 3-A: Method Proposal – RESERVED FOR AWARD YES no

6. Attachment 3-B: Key Personnel Proposal YES no

7. Attachment 3-C: Proposed Subcontractors – RESERVED FOR AWARD YES no

8. Attachment 3-D: Performance Guarantee – RESERVED FOR AWARD YES no

9. Attachment 3-E: Israel Boycott Form -SIGNED YES no

10. Attachment 4: Pricing Sheet – RESERVED FOR AWARD YES, no

11. Attachment 5-A: Confidential Information Designation - SIGNED YES no

12. Attachment 5-B: Conformance Statements - SIGNED YES no

13. Attachment 5-C: Insurance Evidence – RESERVED FOR AWARD YES no

14. Attachment 5-D: Offer Checklist YES no

15. .pdf File: Number of Projects and Revenue YES no

16. Excel File: 2018 Professional Services List of Firms Services YES no

End of Attachment 5-D

End of Part 4


TYPE OF PROJECT TOTAL NUMBER OF FIRM PROJECTS (ALL FIRM LOCATIONS) COMPLETED IN LAST THREE YEARS

Using the Revenue Index (Enter 1‐10) indicate the approximate revenue the firm has earned over the last three years from ARIZONA ONLY state, municipal, federal etc. government projects only

Using the Revenue Index (Enter 1‐10) indicate the approximate revenue the firm has earned over the last three years from ARIZONA ONLY non‐ government projects only

TYPE OF PROJECT TOTAL NUMBER OF FIRM PROJECTS (ALL FIRM LOCATIONS) COMPLETED IN LAST THREE YEARS

Using the Revenue Index (Enter 1‐10) indicate the approximate revenue the firm has earned over the last three years from ARIZONA ONLY state, municipal, federal etc. government projects only

Using the Revenue Index (Enter 1‐10) indicate the approximate revenue the firm has earned over the last three years from ARIZONA ONLY non‐ government projects only

Acoustics, Noise Abatement 20+ 1 Land Surveying 100+ 2 6Activity Centers Landscape Architecture 50+Aerial Photography; Airborne Data and Imagery Collection and Analysis LEED Accredited A/E 100+Agricultural Development; Grain Storage; Farm Mechanization

LEED Independent 3rd Party Building Commissioning

Air Pollution Control 50+ 1 4 Libraries; Museums; Galleries

Airports; Navaids; Airport Lighting; Aircraft Fueling Lighting (Exteriors; Streets; Memorials; Athletic Fields, Etc.) 50+ 2

Airports; Terminals and Hangars; Freight Handling 50+ 4 Lighting (Interior; Display; Theater, Etc.)Animal Facilities Lighting (Cave; Cavern)Anti-Terrorism/Force Protection Mapping Location/Addressing Systems 100+ 4 2

Area Master Planning Materials Handling Systems; Conveyors; Sorters

Auditoriums and Theaters Materials Testing 100+ 7 3

Automation; Controls; Instrumentation Measurement / Verification / Conservation Water Consumption 20+

Barracks; Dormitories Medical RelatedBridge Design: Bridges 50+ 5 1 MetallurgyCartography Mining and Mineralogy 100+ 6 7

Cemeteries (Planning and Relocation) 10+ Modular Systems Design; Pre-Fabricated Structures or Components

Chemical Processing and Storage Mold InvestigationChild Care/Development Facilities MuseumsCodes; Standards; Ordinances 50+ 2 Nuclear Facilities; Nuclear Shielding Cold Storage; Refrigeration and Fast Freeze Office Buildings; Industrial Parks 50+ 1Commercial Building (Low Rise) ; Shopping Centers Outdoor RecreationCommunications Systems; TV; Microwave 50+ 1 2 Petroleum and Fuel (Storage and Distribution)Community Facilities Phase I Environmental 100+ 6 4Computer Facilities 20+ 1 PhotogrammetryConservation and Resource Management 100+ 6 4 Pipelines (Cross-Country - Liquid and Gas) 100+ 5Construction Management 100+ 4 7 Plumbing and Piping Design

ADSPO18-00007887 2018 Professional Services Qualifications List (save document as a .pdf and submit as an attachment with offer submission).FIRMS NAME (INSERT NAME): Amec Foster Wheeler Environment & Infrastructure, Inc.

ADSPO18-00007887 Project Experience Number of Projects and Revenue

Construction Materials Testing 100+ 7 3 Pneumatic Structures, Air-Support Buildings Construction Surveying 100+ 1 6 Power Generation, Transmission, DistributionControls and Electronics Engineer Prisons and Correctional FacilitiesCorrosion Control; Cathodic Protection Electrolysis Product, Machine Equipment Design Cost Estimating; Cost Engineering and Analysis; Parametric Costing; Forecasting Public Safety Facilities

Cryogenic Facilities Radar; Sonar; Radio and Radar TelescopesDams (Concrete; Arch) Radio Frequency Systems and Shieldings

Dams (Earth; Rock) ; Dikes; Levees 100+ 4 6 Railroad; Rapid Transit

Desalinization (Process and Facilities) Recreation Facilities (Parks, Marinas, Etc.)Design & Planning Structured Parking Facilities Refrigeration Plants/Systems

Design-Build - Preparation of Requests for Proposals 20+ Rehabilitation (Buildings; Structures; Facilities) 50+ 1

Detention Security Systems Research FacilitiesDigital Elevation and Terrain Model Development 100+ 4 4 Resources Recovery; Recycling 50+Digital Orthophotography 50+ 1 1 Rivers; Canals; Waterways; Flood ControlDining Halls; Clubs; Restaurants Roof Infrared Imaging to Identify Water LeaksDisability / Special Needs Roofing

Dredging Studies and DesignSafety Engineering; Accident Studies; OSHA Studies 50+ 3

Ecological and Archeological Investigations 100+ 6 4Security Systems; Intruder and Smoke Detection

Educational Facilities; Classrooms Seismic Designs and Studies 100+ 7 5Electrical Studies and Design Sewage Collection, Treatment and Disposal 100+ 3 4Electronics Soils and Geologic Studies; Foundations 100+ 7 5Elevators; Escalators; People-Movers Solar Energy Utilization 50+ 3Energy / Water Auditing Savings 100+ 1 5 Solid Wastes; Incineration; Landfill 50+ 7 1Energy Conservation; New Energy Sources 100+ 2 2 Special Environments; Clean Rooms, Etc. Environmental Impact Studies, Assessments or Statements 100+ 6 4 Specifications Writing 100+ 2Fallout Shelters; Blast-Resistant Design Storm Water Handling and Facilities 100+ 2 3Fire Protection 50+ 1 Structural Design; Special Structures 100+ 2

Fisheries; Fish Ladders20+ 1

Surveying; Platting; Mapping; Flood Plain Studies 100+ 2 6

Forensic Engineering 100+ 2 1 Sustainable Design 100+ 4 4Garages; Vehicles Maintenance Facilities; Parking Swimming PoolsGas Systems (Propane; Natural, Etc.) Testing and Inspection Services 100+ 5 5Geodetic Surveying: Ground and Airborne 100+ 1 6 Topographic Surveying and Mapping 100+ 1 6

Heating; Ventilating; Air ConditioningTowers (Self‐Supporting and Guyed Systems)

Highways; Streets; Airfield Paving; Parking Lots 100+ 7 2 ToxicologyHistorical Preservation 50+ 1 Traffic and Transportation Engineering 100+ 6 2Hospital and Medical Facilities Traffic Studies 100+ 6 2Hotels; Motels Transportation 100+ 7 2Housing (Residential, Multi-Family; Apartments; Condominiums) Tunnels and SubwaysHydraulics and Pneumatics 100+ 3 2 Urban Renewals; Community DevelopmentHydrographic Surveying 50+ 1 Utilities (Gas and Steam)Industrial Buildings; Manufacturing Plants Value Analysis; Life‐Cycle CostingIndustrial Processes; Quality Control Warehouse and Depots

Industrial Waste Treatment 100+ 8 5 Waste Water Treatment Facility 100+ 3 4

Intelligent Transportation Systems50+ 2 Water Resources; Hydrology; Ground Water 50+ 3 4

Infrastructure 100+ 7 5 Water Supply; Treatment and Distribution 100+ 2 3

Irrigation; Drainage100+ 2 3 Water Well Rehabilitation; Water Well Work

Judicial and Courtroom FacilitiesWind Tunnels; Research/Testing Facilities Design

Laboratories; Medical Research Facilities Zoning; Land Use StudiesLabs - GeneralLabs – Research – DryLabs – Research – Wet

Professional Services Revenue Index Number 1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,00 4. $500,000 to less than $1 Million 5. $1 Million to less than $2 Million 6. $2 Million to less than $5 Million 7. $5 Million to less than $10 Million 8. $10 Million to less than $25 Million 9. $25 Million to less than $50 Million 10. $50 Million or greater

Amec Foster Wheeler Environment & Infrastructure Inc. Resume

Richard (Dick) Yano, PE Project Manager/Transportation Engineer

Professional Summary Dick is a Professional Engineer with 34 years of experience with expertise in the transportation field. His experience has focused on managing and designing transportation projects throughout the western United States. Projects types have included transit facilities, local streets, collector and arterial roadways, freeways and bridges in both urban and rural environments. Dick’s roles have ranged from project engineer level to his current role as Transportation Practice Leader. He has an established track record of completing projects on schedule and within budget for public clients.

As Transportation Practice Leader, Dick is responsible for managing the transportation and traffic engineering group in Amec Foster Wheeler’s Phoenix, Arizona office. Services within this group include engineering planning and design services for Federal, State, City, Town and County clients. Management duties include business development, personnel management and project management. Business development includes involvement in professional organizations and leading the development of proposals and statements of qualifications packages in pursuit of projects.

Relevant Experience Gilbert Road & Lindsay Road Streets Rehabilitation, City of Mesa, AZ Project Manager. The project is a sole source selection based on our performance on the Sossaman Waterline Project along and our continued interest City project work. The projects limits are on Gilbert Road (Decatur to McKellips) and Lindsay Road (McKellips to McDowell) for a total length of three miles. The project will include topographic survey, street rehabilitation including overlay, sidewalk and ramp upgrades to meet current ADA standards, pavement striping, and a new 24" storm drainage system along Gilbert Road, between Brown and McKellips.

ADOT Glendale, 55th Ave, Glendale, AZ Project Manager. The purpose of the project is to provide an “on-street” bicycle pathway and complete the gap in the existing bikeway network. This segment of roadway, sidewalk and bike lane improvement will close a gap in an otherwise complete five-plus mile route along 55th Avenue that links to a variety of on and off-street bicycle facilities, and local and regional destinations including downtown Glendale, schools, parks, churches and the major medical center; Banner Thunderbird on Thunderbird Road at 55th Avenue. The pavement marking plan will complete more than a quarter-mile segment of bike lanes by matching the existing pavement marking which consists of two 15’ travel lanes and 7’ bike lanes. Associated with this roadway section are the undergrounding of irrigation delivery pipes, lighting, signs and tree planting.

ADOT Glendale, New River, Glendale, AZ Project Manager. The purpose of the project is to provide a continuous connection of the New River shared use pathway and to improve pedestrian and bicycle accessibility as well as to improve air quality funded by Congestion Mitigation and Air Quality (CMAQ) funds. The improvements will connect existing pathway segments with a 2400 linear foot ten foot wide concrete shared use pathway. Low flow crossings will be placed at the drainage channel at Hillcrest Boulevard, within the New River, and at the southwestern tip of the existing pathway just north of Fletcher Heights. A new concrete slab bridge and handrail will be placed for the existing concrete drainage channel at the northern project limits to provide a connection to the existing southern terminus of the existing pathway.

ADOT Glendale, Thunderbird Paseo, Glendale, AZ Project Manager. The purpose of the project is to improve non-motorized access to each neighborhood access point in the project area and connect recreational users to a larger network of shared-use paths. Project improvements include the existing access points to the Thunderbird Paseo Pathway and Skunk Creek Pathway at four locations and making them ADA compliant with concrete ramps, curb cuts, and new gates. Gabion columns and landscaping will be used to improve the appearance of the access points. Valley wide wayfinding will be installed in the local area to direct people to the access points.

Education Bachelor of Science, Civil Engineering, Oregon State University

Registration: AZ PE #39391

Years of Experience: 34

Richard (Dick) Yano, PE 2 of 2

ADOT US 93 Hover Dam to MP 17, Phoenix, AZ Project Manager. Amec Foster Wheeler completed the plans, specifications and estimate documents for this 15-mile long roadway segment for a four-lane divided highway. Project included roadway and drainage design, traffic and geotechnical services, cost estimating and specifications, utility coordination and survey services. The design includes independent westbound and eastbound profiles, scenic overlook design and over 100 wash crossings. The project was fast-tracked for final design completion within 12 months and included the first Desert Big Horn Sheep overcrossings in the US.

ADOT US 93, Carrow to Stephens, Mohave County, AZ Project Manager. Project includes PS&E documents for four miles of four-lane divided highway on new alignment to replace the existing two lane facility. The design includes large volume of earthwork to balance, river bank protection, wildlife crossings, maintaining visual character on BLM lands and the historic Carrow-Stephens ranch. Services include project management, survey, roadway, traffic, drainage, erosion control and coordination with ADOT, BLM and AGFD.

ADOT US 191, SR 266 to US 70 Design Concept Report (DCR), AZ Project Manager for the preparation of a DCR and Environmental Documentation. The effort will include analysis of expected growth in the area, evaluation of the corridor needs, and analysis of existing drainage conditions. The effort will also include development of conceptual alterations and impacts of alternatives on right-of-way needs. Amec Foster Wheeler will also propose logical construction segments and implementation plan. Services include surveying, traffic counting, traffic analysis, roadway design, bridge design, drainage design, geotechnical analysis and design, pavement analysis and designs, and performing NEPA tasks and preparation of NEPA documentation.

Val Vista/Warner Intersection, Town of Gilbert, AZ Project Manager. To improve intersection capacity, the Town of Gilbert retained Amec Foster Wheeler to prepare a design retrofit for the installation of pavement marking and traffic signal equipment. This project improved capacity and safety through restriping the left-turn bays and through lane striping to provide dual-lefts, as well as installation of protected arrows on all approaches of the intersection. Sidewalk ramps and pedestrian pushbuttons were designed to ensure access to the intersection by those with disabilities. The work was coordinated closely with the Town to ensure new standards were developed to meet ADA requirements.

103rd Avenue, Northern Avenue to Olive, City of Peoria, AZ Project Manager. This section of the corridor is unimproved with only spot improvements at developments. The pavement is in disrepair with the west side of the roadway, south of Olive Avenue experiencing differential settlement issues. The settlement is attributable to the Old Glendale Landfill site west of 103rd Avenue or other poor soil conditions under the roadway. The purpose of the project is to improve this section of the roadway to include curb/gutter, sidewalk, ADA upgrades, bike lanes, soil stabilization, drainage and utility work. The planned improvement will be on the west half and additional improvements on the east half may be included if the construction budget allows. The project services include a preliminary design phase with a Design Concept Report and final design phase resulting in plans, specifications, and estimate documents.

Peoria Street Reconstruction and Rehabilitation, City of Peoria, AZ Project Manager. The City of Peoria allocates annual funding for pavement reconstruction and rehabilitation for streets. This project included pavement evaluation, concept design, plans specifications, and estimate for the City’s Fiscal Year 2013 program. The pavement evaluation included field condition assessment and pavement coring to inventory pavement conditions within a square mile area. Based on this evaluation, pavement design options were developed for lowest rated pavements in the project area. Design concepts and cost estimates were developed for the proposed improvements along with PS&E documents for construction. The project was completed in six months to allow construction award within the allocated fiscal year.

MCDOT American Recovery and Reinvestment Act (ARRA) Roadways, Maricopa County, AZ Project Manager. Amec Foster Wheeler recently completed engineering services for MCDOT’s ARRA funded project. The project included over 34 miles of pavement reconstruction for roadways throughout Maricopa County. The project design was successfully completed on an expedited schedule of 2 ½ months due to ARRA funding obligation requirements. The project improvements include milling and overlay, adjustment of manholes/valve boxes and pavement markings along roadways in northwest, northeast, and southeast Maricopa County including roadways on the Fort McDowell Indian Reservation. Provided project management and roadway design, coordination of project issues with MCDOT and ADOT, preparation of plans and cost estimates and review of pavement marking plans and specifications. Also supported MCDOT with secure utility, right-of-way and environmental clearances. Amec Foster Wheeler will be initiating construction administration services.


Todd Farmer, PE Transportation Engineer/Civil Engineer

Professional Summary Todd has 18 years of engineering and project management experience including grading, drainage, street and utility design; site planning; hydrology studies/reports; permitting; and stormwater pollution prevention on plans. Todd has been serving as a Project Engineer and Project Manager on a variety of project including several in the East Valley for Mesa and other municipalities.

Relevant Experience Ocotillo Road, Crismon Road to 218th Street, Town of Queen Creek, AZ Project Engineer. The project included 2800 LF of half street improvements plus an additional 950 LF of narrow pavement replacement and restriping. The southern half street was and constructed to the Town of Gilbert’s full major arterial section of 74 feet with 110-foot right-of-way. The improvements included curb and gutter, scuppers and retention basins, water line, sanitary sewer, pavement, signing and marking, sidewalk, street lights and traffic signals. In addition, the existing pavement was evaluated and included pavement replacement where warranted.

Greenfield Road, Germann Road to Pecos Road Improvements, Town of Gilbert, AZ Project Engineer. Project included survey and design services for this one mile arterial widening project for the Town of Gilbert. The project included widening one mile of two-lane roadway to a minor arterial composed of four travel lanes, center-turn-lane, bike lanes, curb/gutter, and sidewalk. In addition, the project included one mile of new 16 inch water line, a new section of sanitary sewer, irrigation ditch relocations, retention basins, and utility relocations including 69 kV lines. Amec Foster Wheeler services included design management; survey/mapping; materials investigation and design; public information meetings; utility coordination; right-of-way legal descriptions; roadway design; water line design; drainage analysis and design; irrigation system design; signing, pavement markings, street lighting, and traffic signal design; and preparation of PS&E. The project required extensive coordination with Roosevelt Water Conservation District (RWCD) and Salt River Project to ensure the relocations are coordinated with the roadway improvements and occur in a timely manner. Project services included bidding and construction support.

Power Road and Pecos Road at Union Pacific Railroad (UPRR), Town of Gilbert, Gilbert, AZ Project Engineer. The project is an intersection improvement design which eliminated a skewed angle leg of Rittenhouse Road; widened Power Road to a six-lane arterial street; and Pecos Road to a four-lane arterial street. The project included extensive coordination with UPRR, Flood Control District of Maricopa County (FCDMC), Town of Gilbert, City of Mesa, Town of Queen Creek and MCDOT. The project included multiple utilities including high-pressure gas, fiber-optic, sewer, water, and both transmission and distribution overhead power lines. Services included the preliminary design and construction management services. The project was constructed using CMAR delivery method.

Ocotillo Road at UPRR, Town of Queen Creek, AZ Project Engineer. Project included design for this at-grade railroad crossing project. The services include field survey, utility coordination, railroad coordination and plans, specifications and estimate preparation. The railroad coordination will include permitting and approvals from the UPRR and the Arizona Corporation Commission (ACC) as needed to construct the project. Several new developments are proposed adjacent to the current Ocotillo Road, Rittenhouse Road, and railroad intersection. Rittenhouse Road will be realigned to the south and will intersect Ocotillo Road west of the current intersection, therefore eliminating the skewed intersection of Ocotillo Road and Rittenhouse Road at the railroad. The proposed developments will widen Ocotillo Road in all the quadrants of the railroad intersection, except the southeast corner. The widening will be to ultimate 37-foot half-width to accommodate two lanes in each direction, center-turn-lane, and bike lanes. The developer improvements will stop short of the railroad tracks in both directions. Amec Foster Wheeler’s design will complete the remainder of the full width roadway widening across the railroad.

Education BS, Civil Engineering, Northern Arizona University



Todd Farmer, PE 2 of 2

55th Avenue Widening, City of Glendale, AZ Design Engineer. The purpose of the project is to provide an “on-street” bicycle pathway and complete the gap in the existing bikeway network. This segment of roadway, sidewalk and bike lane improvement will close a gap in an otherwise complete five-plus mile route along 55th Avenue that links to a variety of on- and off-street bicycle facilities, and local and regional destinations including downtown Glendale, schools, parks, churches and the major medical center; Banner Thunderbird on Thunderbird Road at 55th Avenue. The pavement marking plan will complete more than a quarter-mile segment of bike lanes by matching the existing pavement marking which consists of two 15-foot travel lanes and 7-foot bike lanes. Associated with this roadway section are the undergrounding of irrigation delivery pipes, lighting, signs and tree planting.

Davis-Monthan Air Force Base (AFB) New Construction of Parking Lots, Sidewalk, and Drainage Infrastructure, United States Air Force (USAF), Tucson, AZ Project Engineer. Site grading, drainage, parking lot and pedestrian sidewalk infrastructure design of new construction for Davis-Monthan AFB, an existing and operating USAF base. New parking lots and pedestrian sidewalks were added to existing infrastructure to enhance the ability of the base to function efficiently. Careful coordination with the existing utilities was utilized to ensure minimal conflicts while in construction.

Randolph Road, SR 87 to Vail Road Improvements, City of Coolidge, AZ Project Manager and Designer for approximately one mile of roadway improvements for Randolph Road located in Coolidge. The project replaces the existing dirt road with a new three lane paved roadway that will serve a growing industrial area within Coolidge. The site requires coordination with many utility companies and UPRR, which Randolph Road traverses. This fast-paced project is anticipated to be constructed in the near future in order to serve the various industrial parcels that are currently building in the area.

Camp Navajo Army National Guard (ANG) Building One Rehabilitation, Bellemont, AZ Project Engineer and LEED designer for site grading, drainage, roadway demolition and parking lot construction, and utility relocation design of site surrounding Building One for Camp Navajo ANG, an existing and operating National Guard base. LEED Silver Ranking was obtained for rehabilitation of Building One on the Camp Navajo ANG base and the improvements required were grading and drainage, demolition of an existing roadway, new parking lot, and relocation of the existing water, gas, and electrical utilities.


Chad Andrews, PE Senior Project Manager

Professional Summary Chad has over 27 years of experience in providing project management; drainage and utility design; and construction support services on rural and urban highways, local street, and State Park projects. His commitment to quality and knowledge of Arizona Department of Transportation (ADOT) and local agency procedures have led to many successful projects. Chad’s responsibilities have included alignment alternative analysis; construction phasing; earthwork calculation; drainage design, utility, environmental, and right-of-way coordination; and project review and quality control.

Relevant Experience – while with Amec Foster Wheeler ADOT I-10, Dysart Road to I-17, Avondale, Phoenix, AZ Project Manager. The original project was pavement preservation along this section of I-10 to mill and replace the existing pavement to restore the associated noise reduction and improve the ride and safety of the roadway and provide pedestrian facility upgrades along traffic interchanges (TI’s) and grade separation crossroads to meet PROWAG requirements and spot signing improvements. The project was then expanded to coincide with improvements as part of the South Mountain Freeway project. The additions included a traffic operational study to evaluate restriping and widening alternatives including addtion of 5th GPL beween 35th and 43rd Avenues. The project included extensive coordination with SRP and the South Mountain design team.

ADOT L303, US 60 to I-17, Surprise, Peoria, Phoenix, AZ Project Manager.This project will enhance operations and safety of the corridor with freeway management system (FMS) technology. The Project includes a 20 mile section of the SR 303L corridor located within Surprise, Peoria and Phoenix. The FMS system will provide nine closed circuit television (CCTV) camera’s, five dynamic message sign’s (DMS’s), eight mainline and ramp detection stations, connectivity to traffic signal controllers and pump houses, and fiber optic cabling and communications equipment. Two communications node buildings are included in the project.

ADOT SR 95 at Mohave Road, Parker, AZ Project Manager. The project will improve the operations of this intersection located on Colorado River Indian Tribe reservation lands outside the town of Parker. The improvements include new traffic signals and lighting; milling and replacing asphaltic concrete; pavement widening,curb and gutters, sidewalk, and sidewalk ramps; and replacing pavement markings.

ADOT SR 89A, Oak Creek, Coconino County, AZ Project Manager.This project will provide erosion control along SR 89A near Oak Creek to reduce the volume of sediment that flows into offsite washes. The proposed improvements will also result in less maintenance and a safer roadway facility. The initial study identified the locations along SR 89A where the erosion is occurring and explored possible solutions. The potential solutions include roadside swale improvements, channelization along roadway, installation of inlet and cross culvert, gabion mattress to line two swales, retaining walls, and hydro seed exposed areas. The project includes environmental mitigation of sensitive areas in Coconino National Forest.

ADOT SR 69, Truwood Drive to Fain Road, Prescott Valley, AZ Project Manager. This project will improve safety and operations along SR 69 between Navajo Drive and Fain Road by replacing the existing center two-way left turn lane with a raised median with vertical curb or barrier. Intersection access at Truwood Drive, Prescott Gun Club Road, and Windmill Drive, and all driveways will be maintained by right-in/out movements. Full-access will remain at the intersection of SR 69 with Enterprise Parkway. A new signal will be constructed at Mendecino Drive.

Education Continuing Studies in Civil Engineering, Arizona State University

AA, AutoCad and Drafting, ITT, 1990

Registration AZ PE #42821

Certification ACEC LEAP (Leadership in Engineering Administration Program)


Chad Andrews, PE 2 of 2

Main Street, Coolidge, AZ Project Manager. This project reconstructed the existing pavement, curbs and gutters, and sidewalks to enhance the roadway and pedestrian facilities with the historic district in downtown Coolidge. The project also included ADA compliant sidewalks and parking with ramp access to the sidewalks, a mid-block pedestrian crossing, pavement markings and signs, minor drainage improvements at the intersections, landscaping with irrigation, street furniture, hardscape accents and street lighting upgrades utilizing existing “historic” poles and new pedestrian accent lighting.

Johnson Avenue, Central St, Arizona Avenue, Colorado City, AZ Project Manager. The project includes various intersection locations along Johnson Avenue, Central Street and Arizona Avenue within the Town of Colorado City. The project will upgrade deficient curb access ramps at the project street intersections. Sidewalk ramps were inventoried and evaluated with respect to ADA requirements and all deficient ramps will be reconstructed. Ramps upgrades will include installation of detectable warning strips. Concrete sidewalk adjacent to ramps will be reconstructed to accommodate ramp replacement.

Pierce Ferry Road, Mohave County, AZ Project Manager.This project will improve roadway and pedestrian safety on Pierce Ferry Road, within the limit of Dolan Springs, by widening the road, adding a two-way left turn lane, installing curb & gutter, sidewalk and ramps, asphaltic concrete multi-use path, and updating signage and pavement marking.

Relevant Experience – while with other firms ADOT State Route (SR) 86 Valencia Road to Kinney Road, Tucson, AZ Project Manager. Responsible for 7 miles of improvements on SR 86 from Valencia Road to Kinney Road, including 13 major drainage structures, two bridges, the realignment and reconstruction of local roads, intelligent transportation system, and extensive utility relocation. Services included the development of a design memorandum and preliminary and final design.

ADOT SR 101L Design-Build Plan Review, Phoenix, AZ Project Manager. Responsible for the General Engineering Consultant review team for the SR 101L High Occupancy Vehicle (HOV) lane design-build project. The team conducted a study to compare the “before” and “after” conditions of SR 101L traffic operation associated with the new auxiliary lanes between the Cave Creek Road and SR 51 ramps that had recently been installed as part of the SR 101L HOV design-build project.

ADOT SR 303L, Lake Pleasant Parkway to I-17, Peoria, AZ Assistant Project Manager. Responsible for providing Plans, Specifications and Estimate (PS&E) oversight. Coordinated with agencies, subconsultants, and internal discipline groups. This project included the final design and preparation of PS&E for constructing the interim SR 303L from Lake Pleasant Parkway to I-17. This design also accommodated the future freeway to freeway connection to SR 74, service interchanges to local streets as well as the SR 303L/I-17 system interchange.

ADOT Value Engineering (VE) for Transportation Projects, Various Locations, AZ Project Manager. Participated in a three-day value analysis session related to this study. Provided VE services for selected highway and bridge construction projects and processes. The team performed appropriate VE tasks focused on achieving design excellence though improved design, construction, and cost-effectiveness.

ADOT/Lake Havasu City Swanson Avenue Improvements, Lake Havasu City, AZ Project Manager. Responsible for providing final design for this local street project. Design elements included roadway, drainage, signing/marking, and traffic signal design. Coordination was required for geotechnical investigation, utility coordination, environmental documentation, and communications between ADOT and Lake Havasu City.

Publications and Presentations SR 86, Valencia Road to Kinney Road Public Information Meetings 1 and 2

SR 101L, HOV Lanes Design-Build American Council of Engineering Companies Conference on Roads and Streets

El Mirage Road, Northern Avenue to Bell Road Design Concept Report and Environmental Assessment Public Information Meetings

El Mirage Road, Northern Avenue to Bell Road Design Concept Report and Environmental Assessment Live Telecast Presentation to the City of Surprise City Council

American Public Works Association Conference, Cotton Lane over the Gila River Bridge


Anita S Johari, PE, PTOE, EVN SP Traffic Engineer

Professional Summary Anita has over 17 years of professional traffic engineering and transportation planning experience with both public and private sector clients. Since the beginning of her career in Transportation Engineering, Anita has been involved in projects and programs aimed at improving road user’s safety and traffic operations. Her philosophy is traffic operations and traffic safety are two sides of a coin, improvement of one without the other is of no value to the road uses. She possesses a thorough knowledge of the ITE trip generation manuals and handbook, and has served in ITE’s New Driveway Design Manual committee and many other planning committee to discuss methodologies to improve assumptions and processes involved in the planning projects. In addition to planning, she is also proficient with the Highway Capacity Manual (HCM), Manual on Uniform Traffic Control Devices (MUTCD), and Roadway design. Anita has used a wide variety of simulation modelling tools such as VISSIM, CORSIM, Transmodeler, Synchro/Sim-traffic. With this knowledge, she has the capability to understand traffic operations and ability to develop improvements necessary for the development and its surrounding community. She has developed complete plans specifications, and estimates for signal design, intelligent transportation systems, and maintenance of traffic, pavement markings, and signing projects. Her project experience includes all aspects of transportation planning, engineering design and project management, quality control, and design team leadership.

Relevant Experience Traffic analysis, Design of Signing, marking, street light and TCP plans Loop 202 South Mountain Freeway, Phoenix, AZ Anita’s a sub-consultant tasked with the development of signing, marking, underdeck lighting for Baseline Road. Underdeck lighting for Lower Buckeye and Buckeye Roads. Anita as a sub-consultant developed traffic analysis reports for the I-10 interchanges between 42nd Avenue and 75th Avenue and on Loop 202 SMF for the interchanges of Roosevelt Road and Van Buren Roads. Synchro/Sim-Traffic was used for this analysis.

ADOT Truck Weigh and Credential Processing Facility & Mariposa Land Port of Entry, Expansion and Modernization, SR 189 – International Border to MP 1.0 Nogales, AZ Served as Traffic Engineer for the design of ADOT's new Truck Weigh and Credential Processing Facility at the Mariposa Land Port of Entry. She developed plans for the overhead lane control dynamic message signs, inspection booth traffic controls, slow speed weigh-in motion scales; AVI readers, receivers, transponders, and camera systems, and communications infrastructure.

Mariposa Land Port of Entry Anita was Responsible for preparing the traffic impact analysis, plans specifications and estimates for signal, ITS, pavement marking and signing (overhead guide signs, and VMS). For the SR 189 project, Anita was responsible for the development of plans specifications and estimates for signing, pavement marking, signal and traffic control plans.

Traffic Control Plans for I-40 Blake Ranch Road and for SR 68 Ramp Improvements, Kingman District, AZ Developed traffic control plans for the reconstruction of the I-40 Blake Ranch Road project and for the SR 68 Ramp improvement projects. These plans followed ADOT standard, specifications and

I-8 South Frontage Road, Yuma, AZ Developed Signal modification plans, signing, pavement marking, traffic control and signal interconnect plans for the interchange of I-8 and Fortuna Road, and for the widening of I-8 North and South Frontage Roads between Fortuna Road and Avenue 10E.

Education MSCE, Wayne State University, Detroit, MI BSCE, University of Rajasthan, Jaipur, India

Registrations AZ #48127 PTOE #2296 EVN SP

Memberships TENC Awards Chair AZITE Technical Committee Chair


Anita S Johari, PE, PTOE, EVN SP 2 of 2

I-69 Section V, Bloomington, IN As an independent reviewer for the traffic components of the projects, Ms. Johari, reviewed traffic signal, signing, pavement marking and traffic control plans, traffic operations report, traffic simulation models, and work zone queue analysis models, and detour plans.

Light Rail Central Mesa Extension Signal Design and Signal Interconnect Design, Mesa AZ As part of the Stantec team, completed design and review of the signal and signal interconnect plans for the light rail extension into the Mesa. Work involved review of the existing conditions, evaluation of constructability associated with the signal modifications, coordination with the City staff and contractors. Review of the design plans so they are in compliance with the agency standards, site requirements.

Project Assessment for Southern Avenue Roadway widening, west of Lindsay to Val-Vista Drive, & Val-Vista Drive from Pueblo to Baseline Road, Mesa, AZ As a sub-contractor to Bowman Consulting, assisted in the development of design concepts for the widening of the intersections within the study area. Responsible for the development of the design concept for ADA compliant ramps, signal modifications, modifications to the pavement markings, signing, and ITS. Also developed of anticipated construction sequence and resultant traffic control plans. The project included field visits and discussion with the city staff, and assisted in the development of quantities and estimates.

VISSIM Model for Continuous Flow Intersection, Taylorsville, UT Anita Developed a VISSIM model to review the impacts of the proposed development and its access locations on the existing continuous flow intersection in Taylorsville, UT. Model was prepared to study operations and queuing impacts of the proposed development on the study are intersections, site driveways and overall study arterial corridors.

CORSIM Model for Project Neon Technical Proposal, Las Vegas, NV Anita developed a CORSIM models to evaluate traffic operations for the different design alternatives developed by the team for the technical proposal. The model include direct connector ramps, HOV lanes, ramp metering, interchange analysis, weaving analysis and freeway capacity analysis. Analysis results were summarized per the directions provided in the technical provisions.

VISSIM Model to review traffic operations at SR 189 Widening, Nogales, AZ Anita developed a VISSIM model to evaluate traffic operations of a roundabout at the intersection of SR 189 at Freeport Drive. The model included Bus stops, truck, pedestrians, and vehicular traffic, along SR 189, through proposed roundabout, and exit booths of the Mariposa LPOE,

MAG Incident Response Plans for US 60 TSOP Task Order, Mesa/Gilbert, AZ As a sub-consultant to Kimley-Horn, ASJ Engineering is assisting in the development of signal timing plans that can be deployed to effectively move traffic through the arterials when there is an incident on the US 60. The project required collecting signal related existing field data – lanes, signal phasing, detection for vehicles, pedestrian and bike. The volume change diversion due to the incident was developed using the MAG Dynus- T model. Signal timing plans were developed using the Synchro software. The project is current on-going and anticipated to be complete by July 2016.

Brown Road Work Zone Traffic Management Plan, Mesa, AZ Anita, as part of the Stantec team, developed Traffic Management Plan (TMP) for the water line construction along Brown Road in Mesa, AZ. The TMP was provided construction sequence plan and applicable traffic control plans and mobilization schedule. Mobilization schedule include public outreach program and schedule. TMP included detail work zone capacity analysis of the main lines and detour routes.


John Tuter, PE Civil/Roadway Engineering – Task Manager

Professional Summary John brings 30 years of experience in the engineering industry with an emphasis in public works and municipal transportation projects. Throughout his career, John’s role have ranged from engineering technician, land surveyor, project engineer to his current role as Transportation Project Manager. John’s solid management and design background in transportation, utility and infrastructure projects will be invaluable to this important project. His track record of managing successful road improvements include the the Attaway Bridge and Houston Avenue projects for Pinal County.

Relevant Experience Attaway Roadway Bridge Approach, Pinal County, AZ Project Engineer. Provided engineering design and geotechnical services for the approach approvals leading to the Attaway Road Bridge over the Gila River. The existing bridge approach slabs had settled causing a rough transition from the existing pavement to the bridge structure. The geotechnical investigation identified the current issues and provided alternatives for leveling of the concrete approach slabs and replacement of the existing asphalt roadway approaches. The recommendation included use of soil densification and epoxy resin to raise the existing concrete slabs. Engineering included complete construction documents with plans, specifications and estimates.

Roosevelt Road, Broadway Road to 8th Avenue, City of Mesa, AZ Project Engineer. The approximate project length is 2600 LF of street improvements matching the existing curb returns at Broadway Road and 8th Avenue. The improvements include curb and gutter and pavement mill and overlay to accommodate two travel lanes and two bike lanes. Sidewalks were included on the west side along with a landscape area. Signing and pavement marking and street lighting are also included. The existing sanitary sewer was abandoned and a new line installed within the new street section. Major utility coordination was provided to accommodate new street lights and improvements to a private irrigation delivery system.

Southern Avenue, Higley to Greenfield, City of Mesa, AZ Project Engineer. The approximate project length is 5800 LF of street improvements matching the existing curb from Greenfield to east of Higley. Project also includes the Higley intersection and improvements to the north and south. The improvements include new pavement, intersection enhancement. Signing and pavement marking, street lighting, signals, ITS conduit, and gas line improvements. The project also include coordination with RWCD for relocation of their existing irrigation line through the Higley intersection, Right of way and easement coordination is also included along with utility coordination.

Mockingbird Lane Improvements, Town of Paradise Valley, AZ Project Manager for project management, roadway and drainage design for one mile of Mockingbird Lane along with sidewalk improvements along a portion of 52nd Street. This project included a drainage structure for the Cherokee Wash along with a traffic circle at the intersection of Mockingbird Lane and 52nd Street. The project included a curvilinear alignment, raised and textured medians for traffic calming purposes. The project also included heavy public involvement with Town of Paradise Valley staff and local residents along with management of multiple subconsultants.

Scottsdale Road Improvements, City of Scottsdale, AZ Project Manager for project management, roadway and drainage design for Scottsdale Road from Thompson Peak Parkway to Pinnacle Peak Road. This multi-phase project for the City of Scottsdale began as a Design Concept Report (DCR) for the two-mile section. Through development of the DCR it was determined that the overall project was greater than available funding. When project funding became an issue the project was divided into multiple phases. Phase I of the project was completed in 2013 and included roadway improvements, a bridge over the Rawhide wash, ½ mile of water line improvements and ¾ miles of sanitary sewer relocation. The project included incorporation of the

Education B.S., Civil Engineering, University of Missouri

Registrations AZ #39286

Membership American Public Works Association (Arizona) American Council of Engineering Companies American Society of Highway Engineers


John Tuter, PE 2 of 2

previously approved Scottsdale Road Design Guidelines including an art component installed as part of the bridge. Heavy coordination with multiple agencies including the City of Phoenix and the Arizona State Land Department was also included. The project was completed as a Construction Manager at Risk (CMAR) Project.

Pavement Preservation Project, City of Glendale, AZ Project Manager for field investigation and construction documents for the City 2014 Pavement Program. The project provided pavement management in the form of slurry seal, mill and overlay or complete removal and replacement of existing roads. The project included over 13 miles of roadway treatment or improvements in the 2014 program. Services included survey, onsite evaluation, design, pavement inspection, and plan development, estimating and construction administration. Review and remediation of Americans with Disabilities Act (ADA) facilities adjacent to the identified roadways was also included.

Arterial/Collector Overlay Program, City of Mesa, AZ Project Manager for this arterial/collector overlay program. This project included management, design and final construction documents for 4 miles of arterial and collector roadways. The project evaluated existing features such as: asphalt condition, curb condition with replacement options and limits, sidewalk conditions with replacement limits, and tie in locations of adjacent access points and side streets. Existing pedestrian pathways, including ramps, were evaluated for ADA compliance and replacement. Ramp replacement involved evaluation of existing right of way (ROW) limits and the preparation of new ROW and easement documents at multiple locations. The project involved coordination with City of Mesa staff and utility departments; utility companies; and numerous stakeholders. Public involvement meetings were also completed.

Central Mesa Extension Project, Valley Metro Rail, City of Mesa, AZ As part of the Central Mesa Extension team, John was responsible for the coordination and design of water, sanitary sewer and gas lines extension along Main Street from Sycamore Street to Horne Street for a length of 3 miles. Tasks included the creation of existing utility maps that were produced using as-built information, City maps, potholes and design survey. The produced utility maps were used by multiple stakeholders and design teams to determine the need for utility upgrades, relocations and conflicts. Utilities requiring relocation were designed to current standards and included both vertical and horizontal relocations meeting all Valley Metro, Maricopa County and City of Mesa requirements.

Main Street Utility Improvements Phase I, City of Mesa, AZ Project Manager for the final design of roadway, water and utility plans on Main Street from Gilbert Road to Lindsay Road. Design included pavement mill and overlay along with 2.5 miles of water and gas line replacements. Pedestrian upgrade of ADA ramps and storm drain improvements were also included as part of the project. The project involved direct coordination with City of Mesa staff and utility departments to coordinate the proposed utility alignments throughout the highly congested corridor. Preparation of property descriptions for right of way acquisition was also completed.

Greenfield Road & Chandler Heights Road Improvements, Town of Gilbert, AZ Provided full construction management and civil engineering inspection services to the Town of Gilbert for the Chandler Heights and Greenfield Road improvements project. This CMAR project included the complete reconstruction of 3-1/2 miles of existing roadway. The improvements include the installation of over one mile of 16-inch water, 1-1/2 mile of 12-inch reclaimed water and ¾ mile of 10-inch sewer. John led the oversight of construction involving extensive coordination between utilities, design team and the contractor.

South Avondale Street and Sidewalk Improvements, City of Avondale, AZ Project Manager responsible for the overall design and coordination of this project. Project included the addition of ADA compatible ramps and sidewalks throughout this old part of the City of Avondale. Project also included coordination and administration of the Community Development Block Grant-funded improvements.


Alex Coronel, PE, CFM Project Manager/Hydrologist

Professional Summary Alex is a senior drainage engineer and project manager with 19 years of experience in watershed hydrology and hydraulic analysis of natural streams and engineered drainage improvements. He is familiar with various hydrology and hydraulic design software applications, including the US Army Corps of Engineers (USACE) HEC-1, HEC-RAS (Steady and Unsteady) and HEC-HMS hydraulic and hydrology computer models, StormCAD and PCSWMM for storm drain design and the FLO- 2D 2-dimensional hydrologic and hydraulic model. Alex’s project experience covers a broad range of services from studies to final design including; FEMA floodplain delineation, levee certification for CFR 65.10 criteria, dam breach and inundation limits mapping, plan review, scour analysis, design concept reports and the preparation of final improvement plans, specifications and construction cost estimates.

Relevant Experience Cowlic Road Flood Mitigation DCR, Tohono O’odham Nation, AZ Project Manager. BIA Route 31 (BIA 31) is the main access road to the Community of Cowlic in the Sells District of the Tohono O’odham Nation. The purpose of the project is to identify means to mitigate ongoing drainage issues through the project area at five known wash crossings of BIA 31. Study tasks included the preparation of a hydrologic model for the 110 square mile watershed, evaluation of flow splits using independant FLO-2D hydraulic models, a community brainstorming workshop, formulation of alternatives based on opportunities and constraints, alternatives comparison based on weighted criteria, identification of a recommended alternative and the production of conceptual plan and profile drawings. The project included coordination with the public, the Nation, the BIA, US Fish and Wildlife and the USACE.

Town of Greybull Levee Certification, WY Ongoing Project Manager. The Town of Greybull Flood Protection levee is located immediately east of/adjacent to the Town of Greybull, was constructed by the Corp of Engineers (Corps) in the mid-1950s and is maintained by the Town. The purpose of this project is to provide certification documentation and/or conceptual designs and funding assistance support for levee modification (if warranted), in support of FEMA accreditation of the Greybull Levee. In order for a levee to be accredited by FEMA, the levee owner must provide data and information certified by a licensed engineer demonstrating the levee meets, and will continue to meet, the minimum standards of Title 44, Code of Federal Regulations Section 65.10 (44 CFR §65.10). The Final Levee Assessment Report was submitted to the Town in November of 2013 and Amec Foster Wheeler participated in a meeting attended by the Town Council and FEMA in February of 2014 to discuss the results of the study and to determine the critical next steps in working towards levee certification. Amec Foster Wheeler is currently working on a three-stage process to provide mitigation design and funding assistance support for two unique projects that will bring the levee into full compliance with FEMA certification criteria. This final stage of the project includes additional geotechnical and drainage analysis, final plan production and the production of an Environmental Assessment (EA) in support of Corps of Engineers 408 permitting as well as the production of a Conditional Letter of Map Revision (CLOMR).

Gilbert Landfill Surface Drainage Erosion Mitigation Design, Maricopa County Solid Waste Resources and Recycling, AZ Project Manager. Evaluated the Gilbert Landfill site and developed alternatives to mitigate surface drainage issues relating to erosion, uncontrolled runoff to adjacent right-of-way and adverse surface water quality impacts to adjacent irrigation structures. The site operated as a municipal landfill from around 1961 to 1982. After suspension of land filling operations, the site was leased to the Town of Gilbert (Town). The Town subleased the site to a tenant that operated the property as a rodeo grounds. A Stakeholder Workshop Information Packet, dated April 11, 2012, was prepared and submitted to both the County and the Town under separate cover. The packet summarized the results of Amec Foster Wheeler’s initial review of the available site documentation and included a brief paragraph description of the existing drainage design alternatives and the preliminary key assessment criteria identified by Amec Foster Wheeler, and a tabular summary of the existing drainage design alternatives with respect to the identified key assessment criteria. A

Education BS, Civil Engineering, Arizona State University

Registration: AZ PE #40209, CFM #00374


Alex Coronel, PE, CFM 2 of 2

final construction package with design plans, project specifications and engineers cost estimate was submitted in June of 2013. Amec Foster Wheeler's engineers cost estimate is over $600,000 less than previous designs that had been considered for the site. Provided construction phase support including bidding support, construction inspection and materials testing, response to contractor RFI’s, regular attendance at construction meetings and as-built drawing preparation.

Dam Breach Analysis, Potable Water Reservoir Dam Assessment Program, Phase I, City of Phoenix Water Services Department, AZ Task Manager. Six of the City’s potable water reservoirs were determined to be potential jurisdictional dams by the ADWR. Identified if the structures were jurisdictional and prepared the required documentation to the ADWR for those that were found to be jurisdictional. The project included the preparation of an Emergency Action Plan for one of the reservoirs, a section of which consisted of dam breach modeling and mapping. Utilized the HEC-RAS computer model to estimate the breach outflow hydrograph resulting from a hypothetical dam failure. The FLO-2D model was chosen to route the breach hydrograph because of the models ability to more accurately depict changes in flow direction through the inundation area. Surface conditions including paved streets, ephemeral desert streams, irrigated parcels and low to medium density residential housing were modeled by varying input parameters including the Manning’s roughness coefficient, area reduction factors and width reduction factors. Served as the lead design engineer for the inundation modeling and mapping. The Final Breach Modeling and Inundation Mapping Report was completed and accepted by both the ADWR and the City of Phoenix in October of 2011.

North Lake Havasu City Flood Map Update, Mohave County Flood Control District, AZ Project Manager. Provided data collection and review of existing studies, field visits, a detailed geomorphic assessment, hydrologic and hydraulic analyses and remapping the floodplains within the study area (approximately 2.5 square miles of Zone AO floodplain in portions of Unincorporated Mohave County). The FLO-2D integrated hydrologic and hydraulic computer model was used to analyze both the hydrology and hydraulics in the study area. The modeling results were used to re-delineate both the riverine (Zone AE) and shallow sheet flooding (Zone AO) flood hazards in the detailed study area. FEMA has reviewed and approved the project Hydrology and Hydraulics. The floodplain mapping is currently under review and has the potential to remove over 950 parcels from the effective FEMA Floodplain.

US 93 Final Design, Hoover Bypass to MP 17, ADOT, Mohave County, AZ Drainage Engineer. Completed the PS&E documents for this 15-mile long roadway segment for a four-lane divided highway. Responsible for roadway and drainage design, traffic and geotechnical services, cost estimating and specifications, utility coordination and survey services. The design includes independent westbound and eastbound profiles, scenic overlook design and over 100 wash crossings.

Scottsdale Road South Drainage Corridor Improvement, Scottsdale, AZ Drainage Engineer. Provided a hydraulic analysis, an alignment study, alternatives analysis, design plans, subsurface utility engineering, 404 impact evaluation, cost estimates and specifications for the improvements to the Scottsdale Road South Drainage Corridor. This capital improvement project captures runoff in a 48-inch storm drain system. Also analyzed the existing system by identifying all existing storm drainage infrastructure. The capacity of the existing system was calculated to assess how any excess capacity could be utilized to maximize the cost-effectiveness of the design. Researched historic as-built drawings, interviewed long-time City employees and had the identified existing facilities video-inspected for verification of connections and pipe sizes. The design included coordination with City staff, engineers for the proposed SkySong development and various utility companies. Performed storm drain analysis and final plan production, wrote technical specifications, prepared the engineers cost estimate and was highly involved in client and stakeholder coordination.

On-Call Plan Review Services, Flood Control District of Maricopa County (FCDMC), Maricopa County, AZ Drainage Engineer. The project included assisting the Regulatory Division of the FCDMC with its reviews of permit applications for Drainage Clearances and Floodplain Use Permits. Responsible for the review of grading and drainage plans and drainage reports for single-family homes, multi-lot master planned communities and commercial sites, as well as CLOMR and LOMR submittals prior to their submittal to the FEMA.

Drainage Report and Drainage Plans, Ellsworth Road Phase I, Germann Road to Ray Road, Maricopa County Department of Transportation (MCDOT), Maricopa County, AZ Drainage Engineer/Engineer-of-Record for Drainage Plan Sheets. The project included the widening of Ellsworth Road along a 3-mile reach from Germann to Ray Roads, as well as the construction of the Ellsworth Channel, a 3.3-mile long channel that is integral to the East Mesa Area Drainage Master Plan. Provided hydraulic modeling and scour analysis of the proposed channel, as well as construction detail preparation, special provision writing and extensive coordination with project stakeholders which included representatives of the MCDOT, the FCDMC, the City of Mesa and Williams Gateway Airport. Also co-prepared and co-sealed the Final Drainage Report.


Rob Scrivo, PE, CFM Hydrologist/Civil Engineer

Professional Summary Rob is a dedicated and accomplished Professional Engineer and Project Manager with over 21 years of experience in the civil engineering and consulting industry. He is currently the Project Engineer on the Lehi Road Drainage Master Plan for the City of Mesa. His excellent technical, analytical and communication skills have been developed through the preparation of complex drainage studies and area drainage master plans and associated reports. Rob is detail-oriented, maintains a 'big-picture' frame of reference and has outstanding coordination skills. He has a broad technical knowledge supported by field experience and the successful completion of several projects requiring team work. Rob has an extensive background in roadway drainage (public and private), roadway design and widening, hydrology, hydraulics, scour analysis, flood control projects, area drainage master studies/plans, drainage infrastructure design, Federal Emergency Management Agency (FEMA) floodplain studies, water and sewer design and commercial site development and design. He is also experienced in business development and networking, opportunity discovery and tracking and proposal preparation.

Relevant Experience Lehi Road Drainage Master Plan, City of Mesa, AZ Project Engineer. Project includes completing a master drainage study for the East Lehi Road area. This area has experienced flooding and post-storm ponding along the roadway alignment further deteriorating the pavement. There has also been historic flooding on adjacent properties, including homes in the vicinity of the Lehi Road and Stapley Drive. In addition, several properties adjacent to East Bates Street east of North Mesa Drive have experienced some amount of flooding. The study is reviewing existing data, identifying the source and quantify the flood volumes impacting the project area, and developing conceptual alternatives for flood mitigation and ultimate roadway drainage improvements.

Ripsey Wash Tailing Storage, ASARCO LLC, Ripsey Wash, AZ Task Manager. Drainage Task Manager for the preparation of a detailed hydrologic (HEC-HMS) model and conceptual design of flood control facilities required to protect the proposed tailings storage facility during rainfall runoff events. All hydrologic and hydraulic analyses were prepared and documented in support of the conceptual design drawings and submitted as part of an Aquifer Protection Permit (APP) Application to the Arizona Department of Environmental Quality (ADEQ).

Hunt and Magma Flood Mitigation Design Concept Report and Final Design, Pinal County, AZ Project Manager for the design and construction of two perimeter channels (approximately 3300 LF) required to protect the Superstition Views subdivision from offsite flooding and eliminate frequent overtopping of the Hunt Highway and Magma Road intersection. The project includes coordination with the Superstition Views Home Owners Association, Salt River Project, New Magma Irrigation and Drainage District and the roadway designer for the Hunt Highway improvements.

Santiago Creek Scour, Orange County, AZ Project Manager for the evaluation of total scour in Santiago Creek just downstream from State Highway 241. The goal of the project was to estimate the total scour expected during the design storm event for the determination of secant pile depths necessary for the protection of the existing Metropolitan Water District waterline facility. Project tasks included data collection, site visits, and evaluation of total scour, long-term scour and lateral migration. The results of the analyses and supporting calculations were documented in a letter report.

Education BS, Civil Engineering, Michigan State University (East Lansing)

Registrations: AZ PE #33457 CFM #04658


Rob Scrivo, PE, CFM 2 of 2

Paradise Valley Watershed Identification/Delineation, Town of Paradise Valley, AZ Project Manager for the identification and delineation of the six major watersheds located within the Town. Other project tasks included discussion and refinement of watershed delineations with Town of Paradise Valley staff, review and comment on a sample scope of work geared toward the study of a typical watershed, and preparation of an estimated budget range for the study of the largest area (Cudia City). Project deliverables included GIS shape files as well as graphics created for the Town’s use in preparing a presenting to the Council at the April 23, 2015 meeting.

103rd Avenue Drainage Concept Report, Peoria, AZ Drainage Task Manager for an alternatives analysis and design concept report related to the ultimate design and construction of 103rd Avenue between Olive Avenue and Northern Avenue. Project tasks include a hydrology review (Peoria’s Area Drainage Master Study) and revisions, alternatives analysis, quantities/costs and report preparation. Alternatives were developed to convey offsite storm water from adjacent subdivisions and a landfill which currently lack an outfall. The project includes the quantities, costs, alternatives analysis and recommendation, coordination with Salt River Project and the local Golf Course.


Ed Latimer, PhD, PE Project Manager/Civil Engineer

Professional Summary Ed has over 29 years of experience and is currently serving as Infrastructure Operations Manager for Amec Foster Wheeler in Phoenix, Arizona. His areas of expertise include water resources engineering, water quality regulatory compliance, irrigation engineering and erosion and sediment control technologies. Ed’s project management experience is diverse, ranging from small purchase orders to large, multi-million indefinite-delivery, indefinite-quantity contracts on a wide range of service and technical areas.

Ed has been with Amec Foster Wheeler for 14 years and is certified by Amec Foster Wheeler as a Senior Project Manager. As Project Principal on many of our site civil projects, as well as transportation, drainage, and stormwater management projects, Ed has the full authority to contractually bind Amec Foster Wheeler and he handles all contractual matters. He ensures that our Project Managers have the local and corporate resources necessary to successfully deliver the contract work. From time to time he seeks feedback from our clients regarding our project team’s overall performance.

Relevant Experience Comprehensive Stormwater Program Development, Utility Development and NPDES Phase II Compliance: Flagstaff, AZ Project Principal. Assisted in the review of current stormwater programs within the City of Flagstaff and to develop funding strategies to address National Pollutant Discharge Elimination System (NPDES) Phase II compliance, water quantity controls needs and implementation of a comprehensive stormwater program for this City of 60,000. Work included the development of a needs assessment and action plan as well as implementation of a stormwater utility for addressing significant system deficiencies. The program will address Phase II NPDES compliance in addition to addressing maintenance and enforcement needs. The project includes the utilization of a Citizens Advisory Committee to direct public policy and priorities for the program.

AZPDES Stormwater Phase II MS4 Compliance, cities of Yuma/Flagstaff/Avondale/Apache Junction, Northern Arizona University, Yuma County, Maricopa County Project Manager/Technical Lead for development of the AZ Stormwater Management Programs (SWMP) to ensure compliance with the requirements of the Arizona Pollutant Discharge Elimination System (AZPDES) Small Municipal Separate Storm Sewer Systems (MS4s) general permit as required by the NPDES Stormwater Phase II Rule. The project effort involved extensive interaction with staff from the Small MS4, resulting in a thorough assessment of current programs and activities to identify those that could be easily leveraged to be part of the SWMP. The SWMP addressed each of the six minimum control measures being required by the Rule. The project also included the evaluation of potential program costs and funding strategies.

Technical Support Related to Total Maximum Daily Loads, City of Prescott, AZ Project Manager. Reviewed and planned implementation of two separate Total Maximum Daily Loads (TMDLs) that are being developed by the Arizona Department of Environmental Quality (ADEQ) in which the City of Prescott is identified as a load contributor. The TMDLs are for the Upper Granite Creek Watershed and Watson Lake/Reservoir which are impaired for E.coli and nutrients, respectively. The most controversial of the TMDLs is that for Watson Lake. As part of this effort, the project team reviewed three study documents contracted and used by ADEQ to serve as basis for the TMDL. Many errors, shortcomings and inconsistencies were identified in the studies that served as the basis for the City of Prescott to successfully appeal the TMDL. The team is now producing an action plan to be implemented over the next five years for the development of a Lake Management Plan that identifies the most cost-effective and efficient actions to achieve the City of Prescott’s load allocation.

Education PhD, Water Resources Engineering, Texas A&M University

MS, Irrigation Engineering, Texas A&M University

BS, Agricultural Engineering, Iowa State University

Registration/ Certifications: AZ PE #22822


Ed Latimer, PhD, PE 2 of 2

Design Concept Report, Multi-Purpose Channel, Town of Marana, AZ Substitute Project Manager for the development of a design concept report (DCR) for a multi-purpose flood control channel spanning some 3½ miles from Interstate 10, across the Town of Marana along Barnett Road, to the Santa Cruz River. The DCR was for a multi-purpose facility – referred to as the Barnett Linear Park Flood Control Channel - providing flood control, recreation, and aesthetic enhancements for the community. Varying channel cross-sections and recreation/open space alternatives were developed to best fit the flood control, neighborhood, and community needs. Amec Foster Wheeler used the U.S. Army Corp of Engineers (USACE) HEC-1 computer program (Version 4.1) to provide design concept level hydrology and the USACE HEC-RAS computer program (Version 3.11) to evaluate design alternatives that minimizes right-of-way and property acquisition requirements and maximizes the use of recreational facilities. Three channel alternatives were prepared with recommendations of the preferred alternative. Other project components included topographic surveying and one-foot contour development, a traffic engineering analysis, environmental permits coordination, and estimates of probable construction cost.

Design Concept Report for Stream Bank Rehabilitations, AZ Project Manager for a DCR for a series of five stream bank rehabilitation (flood-damaged) projects along the Nogales Wash and Potrero Creek in Santa Cruz, Arizona, for Santa Cruz County. This work was completed under a contract with the Division of Emergency Management, Department of Emergency and Military Affairs of the State of Arizona. The DCR included a thorough definition of the problem, identification of several feasible solutions, establishment of the preferred design concept, and preparation of cost estimates for both the design and construction for each of the projects. The state required that each project provide a long-term solution, with emphasis on rehabilitation of the sites to pre-flood (disturbance) conditions.

Design Concept Report, Drainage Improvement Projects, City of Bisbee, AZ Project Manager for a DCR for a series of four drainage improvement (flood-damaged) projects in Bisbee, Arizona, for the City of Bisbee. This work was completed under a contract with the Division of Emergency Management, Department of Emergency and Military Affairs of the State of Arizona. The state required that each project provide a long-term solution, with emphasis on rehabilitation of the sites to pre-flood (disturbance) conditions. The DCR included a thorough definition of the problem, identification of several feasible solutions, establishment of the preferred design concept, and preparation of cost estimates for both the design and construction for each of the projects.

Funding and Program Assessment for Drainage Management, Henderson, NV Project Manager for the program assessment and funding analysis for long-term support of local flood control and drainage infrastructure. Henderson has faced an annual growth rate of 30 percent for the past 14 years and is continuously stressed, with resources lagging far behind the demand for services. Though a semi-arid climate, when the rain falls, the infrastructure is over-taxed, resulting in flooded streets and property. Henderson is further hindered by very limited authority to generate resources through traditional local taxes for infrastructure. The evaluation provides a number of recommendations for addressing long-term program needs.

Stormwater Utility Feasibility Study: City of Waco, TX Project Manager for the feasibility assessment of a stormwater utility. The utility was sought to fund the City of Waco’s stormwater program, including stormwater infrastructure needs (capital and maintenance), staff to support these services, and regulatory compliance programs. During nine months, Amec Foster Wheeler worked with City of Waco staff and a Council-appointed Stormwater Advisory Committee (compromised of individuals from a diverse cross-section of the City of Waco’s population having a keen interest in stormwater related issues) in the development of policies, a program priority list and a cost of service analysis for the City of Waco. This period also included significant data analysis, using the existing aerial photography and available parcel information to develop a non-single family parcel impervious layer that was used to set the rate for the utility. Upon completion of the initial nine-month period, Amec Foster Wheeler prepared an action plan report addressing the compelling issues to support the implementation of the utility, the program priorities and a program strategy summary along with recommendations on organization and potential revenue. This information was presented to the City of Waco Council, which opted to delay of making a Go/No Go decision on implementation of the stormwater utility.


Rebecca Sydnor, PE, LEED AP™ Water Resources Engineer/Project Manager

Professional Summary Rebecca serves as the Water Quality Practice Leader for Amec Foster Wheeler Environment and Infrastructure, Inc. in Phoenix, Arizona. She has worked more than 13 years in the environmental industry specializing in surface and ground water. Her regulatory experience consists of storm water regulatory compliance (both National Pollutant Discharge Elimination System [NPDES] and Arizona Pollutant Discharge Elimination System [AZPDES] permit programs), general and individual Aquifer Protection Permits, and Spill Prevention Control and Countermeasure Plans. Rebecca assists in Stormwater Management Program and Stormwater Pollution Prevention Plan development and implementation for a wide range of permittees including municipal, construction, and industrial applications. Rebecca is a skilled trainer and field inspector and also experienced in developing confined space entry plans as well as performing and supervising confined space entry. She is well versed in National Environmental Policy Act (NEPA) Environmental Clearances as well as confined space entry requirements. Her engineering experience consists of wastewater treatment plant retrofits, water distribution system improvements, and construction management.

Relevant Experience City of Phoenix Training, AZ Project Manager. Developed two storm water training presentations for Street Transportation Department field personnel and project managers. Part 1 of the training included general storm water awareness, a brief overview of storm water regulations, and reviewed appropriate Best Management Practices for field employees. Part 2 of the training built-off of Part 1 and focused on the regulatory history and requirements of the Construction General Permit as well as discussed additional site Best Management Practices appropriate for inspectors and project managers. Training content was partly based on a Stormwater Binder previously developed by Amec Foster Wheeler and the Street Transportation Department. The Stormwater Binder is a resource that includes an introduction to storm water compliance, 17 storm water best management practices, inspector guidance, roles and responsibilities, and training materials. Copies of the Stormwater Binder are located at various facilities throughout the City. In addition to developing training materials, delivered the training presentations to approximately 400 Street Transportation Department personnel. Training consisted of thirteen 1-hour sessions and included interactive ‘fill-in-the-blank’ sheets as well as quizzes.

ADOT Stormwater Compliance Support, AZ Project Manager. Oversaw the dry weather inspection of more than 200 outfalls and post-construction BMP locations throughout Arizona. Inspected assets for the presence of dry-weather flows and need for maintenance activity. When flows were detected, field crews performed in-field water quality testing using a chemical field sampling kit as well as conducted a follow-up verification inspection within 24 hours of the first inspection.

City of Phoenix Storm Drain System Mapping and Inspection at Phoenix Deer Valley Airport, AZ Assistant Project Manager & Environmental Technician. Provided location, inspection, and mapping services for the storm drain system at Phoenix Deer Valley Airport. All inlet and outlet locations were surveyed at ground level and pipe invert elevations were measured. Closed Caption Television (CCTV) video recordings were taken along 36,000 feet of storm drain pipe for inspection purposes. A comprehensive report was developed showing the condition of all storm drain components and a GIS geometric network of the entire storm drain system, allowing City personnel to track upstream and downstream components of the system from any location. Developed a confined space entry plan and acted as confined space entry supervisor.

Education BS, Civil Engineering/Environmental, Arizona State University



Rebecca Sydnor, PE, LEED AP™ 2 of 2

Sampling Winter Storm Management Monitoring Program Sites, ADOT Globe District, AZ Project Manager. Completed the fifth year of soil and vegetation sampling related to ADOT’s ongoing winter storm management monitoring program focusing on the ADOT Globe District. Soil and vegetation sampling is a result from ADOT Research Center project MPD 56-12: SPR-691, Development of Application Rate Guidelines for Winter Storm Management Chemical Additives in Use by ADOT through an Ambient Monitoring System. As part of this project, Amec Foster Wheeler personnel collected 32 soil samples (2 per each of the 16 sites) and 40 vegetation samples (4 samples at 10 sites with vegetation). Samples were all collected within one week and transported under Chain of Custody to an ADHS certified lab for analysis.

ADOT PCBMP Manual Update, AZ Project Manager. This project consists of revising the 2009 Post-Construction Best Management Practices Manual to perform general administrative corrections, updating portions of the Manual to reflect updated ADOT personnel and practices; and developing two additional control measures covering pervious paving and Low Impact Development (LID). As part of developing additional control measures, Amec Foster Wheeler conducted a literature research and review of similar relevant post-construction control measures with which the Federal Highway Administration (FHWA) and other DOTs have found success. Research included compiling data of: design factors, standards and schematics; material specifications; limitations and applications; construction and long-term maintenance costs; and BMP effectiveness and pollutant removal efficiencies.

ADOT SR 260 Top Soil Sampling, AZ Task Manager. This topsoil analysis was conducted in support of wider geotechnical support provided by Amec Foster Wheeler for planned improvements to State Route (SR) 260 between Cottonwood and Camp Verde in Yavapai County Arizona. The overall purpose for the roadway improvement project is to increase public safety and convenience by constructing a four-lane, divided highway with seven roundabouts. To conduct the top soil analysis, Amec Foster Wheeler personnel collected topsoil samples from sixteen locations throughout the project area. Each sample consisted of a composite of three discrete samples. At each location, three auger samples were taken using a 3-inch-diameter hand auger to a total depth of 24 inches. Approximately three-foot spacing was maintained between the three samples at each of the 16 sample locations. Soil samples were analyzed for a number of parameters as well as soil texture and gradation analysis. Analytical results were compared to applicable ADOT topsoil standards. In addition to the analytical assessment, Amec Foster Wheeler conducted a 20-day bioassay to provide an assessment of the prospective topsoil’s capacity to support germination and plant growth and a visual assessment to identify any signs of nutrient deficiencies. In conducting the test, soil was taken from the 16 composite samples obtained throughout the project area. The test was conducted by placing soil in a container. One cucumber seed was placed in the soil in each container to a depth of approximately one half inch and lightly compacted to provide adequate soil-to-seed contact. Cucumber seeds were chosen for the bioassay due to their ability to germinate within six to eight days. Based on the analytical results and bioassay, Amec Foster Wheeler recommended soil amendments to promote positive re-vegetation upon conclusion of the construction project.

ADOT I-10 Outfall Mapping, AZ Technical Lead. Assisted ADOT in complying with Section 5.1 of Municipal Separate Storm Sewer System (MS4) Permit No. AZS000018-2015 which requires ADOT to map all outfalls along the 1-10 corridor (from California to New Mexico) within the first 18 months of Permit issuance (by February 17, 2017). The schedule outlined in the MS4 Permit requires mapping of all outfalls along the I-17, I-8, I-19, and I-40 corridors before the end of the Permit term. To maintain consistency in outfall identification between ADOT and various consultants who may support ADOT, Amec Foster Wheeler first developed a workflow to determine if ADOT outlets should be classified as ADOT outfalls. The workflow contained a flow chart and several criteria (such as contributing drainage sources and receiving waters) to classify outlets. Once the workflow was approved, Amec Foster Wheeler conducted through an aerial desktop assessment of existing FIS assets provided by ADOT (approximately 3,905). Each asset was assessed and classified as an outfall. Those outlets which required additional scrutiny (approximately 390) were assessed in the field by Amec Foster Wheeler personnel.


Brian McBride, PE Project Manager/Hydraulic Engineer

Professional Summary Brian has over 24 years of professional experience providing program and project management, start-up and commissioning assistance, detailed designs, construction services and engineering studies in the water and wastewater field. He also has experience with managing alternative delivery projects such as design-build and Construction Manager at Risk (CMAR). Brian’s detailed design experience includes water and wastewater treatment facilities, reservoirs, pump and lift stations, recharge sites, remote valve stations, pipelines and solids handling facilities. The engineering studies he has performed include treatment facility plans, feasibility studies, facility/collection master plans, process alternative analyses, site location studies, reuse system planning, residuals impacts, influent design parameter studies, effluent disposal alternatives and biosolids handling alternatives.

Relevant Experience CAP Water Treatment Plant, Gaseous Chlorine System Project, City of Mesa, AZ Project Principal, Quality Assurance/Quality Control. This project was initiated as part of the 2010 upgrade to the City of Mesa CAP Water Treatment Plant, which included improvements to many areas of the plant. For the gaseous chlorination system, the team coordinated the requirements of the design for the chlorination system supplier and the piping configuration and installation shop drawings. Responsibilities also included developing the system cleaning and testing plans, assisting with the construction sequencing plan, inspecting the installation, and coordinated the start-up and commissioning of the system.

Butler Drive Water Reclamation Facility (WRF) Blower Performance Evaluation and Design, City of Peoria, AZ Project Principal/Project Manager. The Butler Drive WRF is a membrane bioreactor wastewater treatment plant that was commissioned in 2008. The design capacity of the facility is 10 million gallons per day (mgd), expandable to 13 mgd, with a start-up flow rate of approximately 8 mgd. After it was commissioned the facility had process problems due to apparent over-aeration in the bioreactor basins. The project initially involved providing third-party evaluation services to analyze performance issues with the process air blowers to help the City allocate responsibility and determine remedies. Responsibilities included reviewing the technical specifications for the blowers, conducting interviews with City staff, soliciting input from the design engineer, contractor, and blower manufacturer, and performing independent technical research. The results of the evaluation were presented in a technical memorandum detailing the findings, options and recommendations for corrective action. In 2011, the team was retained through a Job Order Contract with a City contractor to provide design services to implement modifications to upgrade and improve operation of the aeration scour blowers.

El Mirage Water Reclamation Facility (WRF) Performance Evaluation, City of El Mirage, AZ Project Principal/Project Manager. Reviewed the existing and planned process systems at the WRF located on Peoria Avenue east of El Mirage Road. The WRF was originally constructed to treat up to 3.6 million gallons per day (mgd) of wastewater utilizing a Sequential Batch Reactor (SBR) treatment technology. The WRF is presently rated for a treatment capacity of 2.5 mgd with a planned ultimate capacity of 5.0 mgd. The facility was de-rated down to its current capacity of 2.5 mgd by the local regulating agency due to performance issues and a lack of process redundancy. Also developed a list of strategic options with costs for the City to consider to achieve the treatment, operations and capacity goals for the facility in the near-term and in the future.

Ina Road Water Pollution Control Facility Construction Engineering Support, Pima County, Tucson, AZ Project Principal, Quality Assurance/Quality Control. Provided planning, construction administration and conflict resolution services to assist in the completion of the construction project for a major capacity expansion and process change for the plant. The construction project, designed by another engineer, was at the 90% completion stage when the original contractor declared insolvency. Nearly 18 months behind schedule, the project was taken over by the bonding agent, St. Paul Travelers, who initiated a new project to organize and execute its completion. The project involved working with Pima County, the previous engineer, a new contractor and representatives of the bonding agent to develop a detailed plan and schedule to finish the construction and commission the facility. The project was successfully commissioned within six months.

Education MS, Civil Engineering, Drexel University



Brian McBride, PE 2 of 2

Wastewater Treatment Plant Construction Engineering Support, City of Tolleson, AZ Project Manager. Provided construction engineering support and conflict resolution services to the construction contractor and assisted with completion of the wastewater treatment plant upgrade project. The contractor had significant difficulties working with the design engineer, fulfilling the shop drawing requirements and developing the start-up and commissioning plans, and faced potential liquidated damage charges and the threat of litigation. Assistance including coordination of shop drawings, development of start-up and commissioning plans, facilitation of manufacturer’s equipment training and working out disputes with the Owner’s engineer. The project was successfully commission within three months of involvement.

Griffith Water Treatment Plant Project Coordination/Assistance, Fairfax County Water Authority, Lorton, VA Project Manager. Provided specialized troubleshooting/coordination services to the construction contractor and assisted with completing the project. The Griffith Water Treatment Plant was a new 120-million gallon per day (mgd) facility owned by the Fairfax County Water Authority. When retained, the facility was 90% complete but millions of dollars over budget and nearly two years behind schedule. Provided project leadership, worked with the County/Engineer, and assisted with development of a plan to finish the construction and commission the facility. Also responsible for developing an overall completion plan, conducting stakeholder meetings, coordinating the functional testing of the major treatment systems, providing technical assistance on equipment installations and organizing the commissioning team and start-up program. The plant was successfully commissioned within six months.

Casa Grande Water System Rehabilitation, City of Casa Grande, AZ Project Principal, Quality Assurance/Quality Control. This design-build project involved a significant upgrade to a water production facility owned by the City of Casa Grande. The project was originally solicited as an in-kind replacement of the standard booster pump, hydropneumatic tank and storage reservoir. The design-build team proposed utilizing a variable flow booster system, increasing pump performance and efficiency and eliminating the need for a new hydropneumatic tank. The alternative system included three PLC-controlled pumps and two 185-gallon ASME code NSF approved bladder tanks. The project included design, construction engineering, and permitting and start-up services.

Asset Management Needs Assessment Planning, Clean Water Services, Portland, OR Project Manager. Assisted with the enhancement of Clean Water Services’ asset management planning and budgeting process. The project consisted of a needs assessment and evaluation of existing planning tools and the deployment of a refined asset tracking process. The project included an evaluation of the asset planning for the existing maintenance management information system (MMIS) and recommendations for development of Standard Operating Procedures (SOPs) for equipment assessment. The project included standardizing equipment numbering and hierarchy, equipment data cleansing, planning for ongoing training on TabWare, SOPs, workflows and PMs and development of master asset reviews.

Northwest Valley Regional Water Reclamation Facility, Electronic Operations and Maintenance Manual, Arizona-American Water Company, Sun City, AZ Project Manager. The Northwest Valley Regional Water Reclamation Facility was converted to a tertiary treatment facility in 1994 and has since been modified with a number of minor upgrades and one major expansion. The major expansion included a change from a fixed-film, aeration and denitrification-filter process to a conventional activated sludge N-de-N plant with tertiary filtration and provided a capacity increase from 3.2 to 5.0 million gallons per day (mgd). The facility Operations and Maintenance (O&M) Manual had not been updated since 1994. To meet regulatory requirements and ensure that the operations staff had an adequate guidance document for the facility, the team compiled an electronic version of a comprehensive update of the O&M Manual which included the facility process, equipment and operational changes made over a nine year period. The available O&M documents and data were evaluated and developed for a computerized information management system version of the manual. A combination of vendor and custom programming was used to digitize over 1,000 pages of documents.


Debra McGrew, PE Hydraulic Engineer/Civil Engineer

Professional Summary Debra is a registered civil engineer with over 31 years of experience in design and construction administration of water and wastewater infrastructure projects. Her key areas of experience include pumping stations, pipelines, civil/site design, water and wastewater facilities design, odor evaluations and control designs, hydraulic modelling, landfill design and permitting, drainage systems and permitting and easement acquisition assistance.

Debra’s pumping experience includes design and construction administration for over 40 pump stations and pumping applications. Her design experience includes vertical turbines both deep well and booster applications, vertical solids handling, submersible non-clogs, horizontal split case, suction-lift, close-couple centrifugal, chemical feed systems, mixed and axial flow. She has performed detailed failure analyses of submersible non-clog pumps, submersible storm water pump failure to start, storm water pump impeller failure and the catastrophic failure of a 16-mgd vertical turbine booster pump station.

Debra’s pipeline experience includes materials evaluations, load and thrust analyses, trench and trenchless designs and failure analyses. Her extensive pipeline experience includes design and construction administration services for pipelines constructed of welded steel pipe AWWA C200, pre-stressed concrete cylinder pipe (PCCP) per AWWA C301, bar-wrapped steel cylinder pipe AWWA C303, ductile iron pipe AWWA C150, reinforced concrete pipe both ASTM C76 and C361, PVC pipe AWWA C900 and C905, fiberglass reinforced plastic pipe AWWA C950, HDPE both smooth wall (AWWA C906) and corrugated and vitrified clay pipe. Debra has also developed corrosion control lining and coating system designs for interfaces between pipelines and structures using materials such as embedded plastic sheet lining (aka T-lok), polyurethanes, epoxies and embedded structural fiberglass sheets and shapes.

Relevant Experience South Mountain Water Booster Pumping Station, City of Phoenix, AZ Quality Control Review. Assisted prime consultant for the design of a 50-mgd water booster pumping station to serve the Ahwatukee Foothills area of Phoenix; the station was one of the first enclosed booster stations consisted of five constant speed vertical turbine pumps with room for a sixth pump housed within a sound attenuated building which also house the emergency generator. The quality control review included a complete review of all disciplines including mechanical, electrical and instrumentation.

Large Diameter Waterline Routing Study – Bell Rd & 32nd St to Rose Garden Ln & 56th St, City of Phoenix, AZ Project manager for a second waterline routing study for the design of a 54” diameter waterline to connect a proposed waterline extending from the City’s 24th Street Water Treatment Plant (WTP) to the intersection of 32nd Street and Bell Road to the City’s existing water reservoir at 56th Street & Rose Garden Lane. The new water main will bring additional water to the reservoir to supplement water supplied by the City’s Union Hills WTP. The routing study evaluated possible alignments within a twenty square mile area, identified available rights-of-way, identified and evaluated existing utilities for potential conflicts, determine the permits required, developed 30% level plans for the selected alignment and developed a detailed estimate of the probable construction cost for the preferred pipeline alignment. The project utilized Google Earth to assist in evaluating routes, GIS and 3D software to develop profiles through utility crossings at intersections.

Large Diameter Waterline Routing Study, Deer Valley Water Treatment Plant to 19th Avenue & Greenway Road, City of Phoenix, AZ Project Manager for the routing study for the design of a 48” to 60” diameter water main to connect from the Deer Valley Water Treatment Plant servicing pressure zone 2 to zone 3 in the vicinity of 19th Avenue and Greenway Road. The water main will serve as a backup main to provide water to upper pressures zones on the west side of the city in the event of a long term shutdown of the Central Arizona Project (CAP) canal. The routing study will evaluate possible alignments within a twenty square mile area, identify available rights-of-way, identify and evaluate existing utilities for potential conflicts, determine the permits required and timeframes, and develop 30% level plans for the selected

Education BS, Engineering Science-Environmental Engineering, Illinois Institute of Technology



Debra McGrew, PE 2 of 2

alignment. The project will utilize Google Earth to assist in evaluating routes, GIS and 3D software to develop profiles through utility crossings at intersections.

ADOT Outer Loop Freeway, (1st Street to Southern Avenue), Tempe, AZ Assistant Project Manager. The project consisted of 2.5 miles of depressed freeway with three urban interchanges. Responsible for the preparation of hydrologic and hydraulic studies for the on-site/off-site runoff and a pump station report that evaluated the types of storm water pumping stations used by ADOT and other state DOTs. The drainage system consisted of three separate legs, the east leg which intercepted regional storm water and diverted it to a new collection system prior to entering the freeway, the freeway collection system and west system which intercepted and diverted storm water west of the freeway into a bleed system which allowed the flow into the main freeway drainage system. The freeway drainage system was designed for storage of peak flows utilizing 60-inch diameter pipelines located beneath underpasses of the freeway to allow the freeway pump stations and offsite conveyance structures to be smaller and less obtrusive.

Indian School and SR 101, 48-inch Waterline Failure Analysis and Emergency Repairs, City of Phoenix, AZ Project Manager. Provided failure analysis, emergency repairs and alternative analyses for the City’s existing 48-inch prestressed concrete cylinder pipeline (PCCP). The initial failure occurred along the eastern edge of a 78-inch steel casing. The failed pipe PCCP sections were replaced with welded steel pipe. A second failure of the PCCP occurred while the contractor was re-pressurizing the line after repairs were completed. A subsequent evaluation revealed the existing pipe was not installed following the manufacturer’s design lay diagrams and the structural integrity of additional pipe sections were found to be in question. The project team evaluated various alternatives for repairing or replacing the existing PCCP. The City decided to replace the PCCP freeway crossing rather than repair the existing line. A temporary 12-inch line was installed to provide additional capacity to the service area west of SR 101 while the replacement pipeline was designed and constructed.

Water Campus Collection System West Pump-back System Force Mains – City of Scottsdale, AZ Project Manager. Project included design of the West Pump-back system infrastructure consisting of 11 miles of 30” diameter force main, two miles of a 21” residuals sewer and a quarter mile of 36” interceptor sewer. The West Pump-back System Force Main was constructed under four separate construction contracts. The force main began at the Southwest Pump Station (SWPS) located near the southeast corner of Scottsdale and Doubletree Ranch Roads. The alignment follows Scottsdale Road from the SWPS to the NWPS, to the east boundary of the Scottsdale Airport across Frank Lloyd Wright Boulevard, and east along Frank Lloyd Wright to North Pump Station (west of SR 101). The project required extensive coordination with ADOT and various utility companies. At each step in the submittal process, coordination meetings were held with liaison representatives from ADOT, APS, SW Gas, El Paso Natural Gas, SRP, Qwest and Cox Communications.

Highland Canal Drainage Improvements – Truckee Meadows Water Authority (TMWA), Reno, NV Engineer of Record. The project is the culmination of several years of effort on behalf of TMWA to eliminate storm water from overtopping their Highland Canal the primary water source for their Chalk Bluff Water Treatment Plant serving the City of Reno and Washoe County, Nevada DOT. The project was behind schedule after original staff resigned, the local office reached out for assistance and the Phoenix office completed the design moving it from 30% to final in three months. The storm drain is a half mile of equivalent 48” and 54” dia. elliptical pipe and half mile of 72” reinforced concrete pipe. Elements of the project included a steep slope section with a 50% grade, energy impact structure, water and sewer relocations and permitting assistance.

Olive Avenue Storm Drain – Flood Control District of Maricopa County/Cities of Glendale and Peoria, AZ Project Manager. This project addressed regional drainage issues along Olive Avenue by constructing four miles of 60” to 108” diameter storm drain and two detention basins. The project identified locations for off-site storage of runoff. The goals of off-site storage were to permit construction of a smaller regional storm drain and to use the detention basins to provide the Cities with multi-use park facilities. Extensive hydraulic modeling using Water Surface Pressure Gradient (WSPG) software assisted in design of the storm drain, diversion and basin outlet structures.

North Gateway Wastewater Pump Station and Force Main Project, City of Phoenix, AZ Project Manager/Lead Design Engineer for the force main design. The project entailed design of 8.5 miles of dual 24-inch diameter force main and design of 8 mgd sewage pump station. The force main corridor was located along a major SRP transmission easement owned by the Arizona State Land Department (ASLD). The project required extensive coordination between SRP and the ASLD to acquire the required easements on schedule. Complete archaeological surveys, native plant and spotted owl surveys were performed and 404 permits were obtained for the wash crossings because the transmission corridor crossed relatively virgin desert.


Tim LeClair, PE Sanitary Engineer/Civil Engineer

Professional Summary Tim is an Arizona-registered professional engineer with over 18 years of experience in the water and wastewater consulting field. His key areas of experience include studies, design, and permitting for water and wastewater treatment facilities, reclaimed water pump stations and force mains, sewer collection systems and potable water booster pump stations and storage tanks. He has experience in construction engineering services including RFIs, shop drawing reviews, payment app reviews, change order request reviews, construction oversight and inspection, and start-up and commissioning services.

Relevant Experience Town of Miami Wastewater Collection System, Miami, AZ Project Manager for Phase 2 Construction Management and redesign effort for Phases 3-5. The Town of Miami wastewater collection system is over 80 years old and has been experiencing failures throughout the system. These failures have resulted in expensive and time consuming work to fix leaking and collapsing pipes, as well as violations from the Arizona Department of Environmental Quality (ADEQ). To fix these issues, the Town has been working with several funding sources to enable work to replace the existing wastewater collection system with new and rehabilitated piping, as well as upgrades to the lift station and grit removal system at the wastewater treatment facility. Phase 2 consists of the replacement of the main interceptors through the Town. Phase 2 includes over 21,000 linear feet (LF) of new pipe, 2,000 LF of rehabilitated pipe, nearly 240 new service laterals connections, and over 100 new manholes. Construction of Phase 2 took one year with an approximate $5 million construction budget. Construction management services have included office engineering services, resident engineering services including running weekly and monthly meetings, inspecting work completed, developing design modifications to accommodate unforeseen issues, coordination with other utility companies, and keeping USDA, the funding agency, up to date on the project. The redesign for Phases 3-5 was required due to some additional investigative effort that was completed and issues that came up during Phase 2. Phases 3-5 includes rehabilitation of over 30,000 LF of sewer mains utilizing CIPP, over 8,500 LF of new sewer mains, 3 sewage lift stations, over 700 service lateral connections, over 80 new manholes, and rehabilitation of over 180 existing manholes. Construction of Phases 3-5 is estimated to take 15 months with an approximate $10 million construction budget.

Palm Valley WRF Plant Expansion, Liberty Utilities (Litchfield Park Water & Sewer) Corp., Goodyear, AZ Project Manager. Project involved providing engineering, permitting assistance and construction services for a capacity expansion of the Palm Valley Water Reclamation Facility (WRF) to 5.8 MGD. The plant has seen an increase in influent BOD and nitrogen loading and has caused some issues with getting proper treatment. The design incorporated an increase in influent BOD loading and an increase in influent ammonia and TKN loading. The processes upgraded include a new influent screen, a new vortex grit removal system, replacement of a grit classifier with a grit washing system, two new SBR basins, new blower facility for the new SBR basins, new odor control facility for the new SBR basins, new tertiary filter, replacement of two filter feed pumps, replacement of all four effluent pumps, conversion of SBR 3A to sludge holding tank #4, conversion of SBR 3B to surge tank #2, new dewatering centrifuge, and new supernatant pumps. The project also required permit preparation for an AzPDES permit modification, an APP permit major modification, MCESD ATC and AOC permits, and a City of Goodyear building permit. Construction took 15 months with an approximate $20 million construction budget.

Palm Valley WRF Dewatering Upgrade, Liberty Utilities (Litchfield Park Water & Sewer) Corp., Goodyear, AZ Project Manager. Project involved providing engineering and design services for a replacement of the original plant centrifuge with a new dewatering system to provide greater capacity and more reliable WAS processing and disposal. The first task involved investigating different dewatering technologies and manufacturers and providing a report evaluating the options based on capital costs, O&M costs, constructability, and ease of operation, maintenance requirements, and dewatering performance. The design of the recommended option was then completed which included demo of the original centrifuge system and relocation of the other existing centrifuge system. The design of the new centrifuge system included the centrifuge, feed pump and piping, polymer system, and dewatered solids conveyance system. This project then became part of the Palm Valley WRF Plant Expansion project.

Education BS, Civil Engineering, Drexel University



Tim LeClair, PE 2 of 2

Woodmark WWTP Expansion, Liberty Utilities (Woodmark Sewer) Corp., Flint, TX Project Manager. The Woodmark Wastewater Treatment Plant is an activated sludge treatment facility with an existing capacity of 0.363 MGD. This project is providing engineering and construction services in two phases. Phase I is for improvements to the existing process to enable the plant to meet effluent requirements within the existing footprint. Phase II is an expansion of the capacity to 0.7 MGD. The focus of the improvements is to equalize the plant flow, and increase the efficiency of the aeration basin trains by adding fixed-film media towers with integral aeration to improve the BOD degradation as well as increase the denitrification. The expansion will include the addition of an aeration basin with an additional blower, a new clarifier and upgrades to the piping and the chlorine contact tank. The addition of a triplex VFD booster pumping station will improve delivery and pressure of the onsite non-potable water system. The project will also include splitter boxes to better handle and distribute the flow.

Safeway Milk Plant Grease Trap Replacement Design, Mehall Contracting., Tempe, AZ Project Manager. Project included design and construction services for the replacement of a grease trap vault, relocation of the emergency pumping system, rerouting of associated wastewater piping, and construction sequencing planning assistance. A new standard configuration grease trap vault was installed adjacent to the existing vault. The existing emergency submersible pumping system including pump, floats, and feedback controls was relocated to the new vault. The system could only be shut down for a short period of time so planning was done in conjunction with the contractor and owner to install as much of the new system as possible. The final connections and relocation of equipment was completed during a shutdown of less than one day.

Palm Valley WRF Equalization Tank Improvements, Liberty Utilities (Litchfield Park Water & Sewer) Corp., Goodyear, AZ Project Engineer. Significant deterioration of the equalization (EQ) tank was discovered during an unrelated project at the wastewater treatment plant. An evaluation as to the extent of the damage was completed and used to determine the future impacts on the plant, as well as began to determine the best plan of action. A final evaluation report was completed along with a final facility impacts report. Monthly status reports to the Arizona Corporation Commission (ACC) and to Maricopa County Environmental Services Department were provided. Pre-construction and during construction tasks included coordinating with the contractor to repair the concrete and replace portions of the tank, providing the design and record drawings, obtaining permits, and working with a structural engineer to complete inspections as necessary to confirm compliance with the structural design and specifications.

An additional outcome of the discovery and investigation into the EQ tank deterioration was that the operations and maintenance (O&M) manual for the facility was out-of-date. The Maricopa County Environmental Services Department (MCESD) created a retro-active permit requirement for the 2012 expansion to include the update of the facility O&M manual. Amec Foster Wheeler developed and implemented an online, electronic O&M manual to allow ease of access and future updates. The development of the manual content required research, coordination with operations and engineering staff from Liberty, and time-intensive on-site visits to ensure accurate and relevant information. Standard operating procedures (SOPs) were refined to provide step-by-step procedures for routine start-up, operating, and shut-down operations, as well as for non-routine tasks. The electronic web-based application and format was evaluated through the set-up of a prototype O&M section. Once the electronic O&M manual was completed, Amec Foster Wheeler assisted in the training of Liberty Utilities staff on the use and maintenance of the document, including instruction on how to update and add information to the document database.

Café Valley Bakery Pretreatment, Café Valley, Inc., Phoenix, AZ Project Engineer. Café Valley Bakery has a food processing wastewater stream that is monitored and metered prior to discharge to the City of Phoenix sanitary sewer through use of a 3,600-gallon grease interceptor tank followed by a metering vault. The City of Phoenix requires reports on the pH, solids content, and flow volume to determine compliance and surcharges on the discharged wastewater. Periodically, the CVB wastewater has tested pH levels outside of the Phoenix limits. After evaluating the use of cleaning solutions and other additives, CVB has determined the source of the pH issues to be the interceptor tank prior to discharge. To solve the issues of out-of-range pH with the accompanying excess surcharges, CVB asked Amec Foster Wheeler for engineering design services for both short-term and long-term solutions.

This project was divided into three phases. The first phase was for the design of the re-route of the sanitary sewer discharge from the toilets and cooling tower to by-pass the metering vault to reduce flow surcharges. The second phase was a temporary solution to address the pH issue by implementing a neutralization chemical feed system into the commercial wastewater stream. The third phase consisted of the installation of a neutralization facility as well as implementation of routine pumping services to prevent solids build-up in the interceptor retains wastewater solids and grease prior to the neutralization facility. The neutralization facility design consisted of a pump station, equalization tank, and a two-stage flow through pH neutralization system. Amec Foster Wheeler design services required background investigation into chemical feed system manufacturers, determination of the basis of design for sizing, planning, and controls, design documents, and permitting and regulatory coordination. Engineering construction services included shop drawing reviews, RFI responses, inspections, record drawings, and City of Phoenix permitting assistance.


Brian Hamrick, PE Senior Water/Wastewater Engineer & Client Manager

Professional Summary Brian Hamrick has 20 years of civil and environmental engineering experience, specializing in water and wastewater treatment plants and infrastructure evaluation, planning, permitting, design, and construction. He has significant experience in project and construction management (including alternative project delivery) from both the utility owner and consultant perspective. Prior to joining Amec Foster Wheeler, Brian was a Senior Project Manager at Liberty Utilities, a private water/wastewater utility, where he was responsible for the master planning, budgeting, permitting, design, and construction of water and wastewater treatment plants and infrastructure projects for over 22 small and mid-size utilities throughout Arizona, Texas, Missouri, and Illinois. He successfully led the design and construction of over 40 water line, sewer line and lift station projects and over 20 projects at water/wastewater treatment facilities in his career. As a consultant, Brian developed 6 water and sewer master plans for new developments and, while at Liberty Utilities, he integrated numerous collection systems, distribution systems, and developments into existing collection and distribution systems. As the technical lead at the private utility, he was involved intensively in the troubleshooting and retrofitting of the collection/distribution systems.

Relevant Experience GCGV Infrastructure, Plastics Manufacturing Facility, San Patricio County, TX Project Manager. Performed the initial master planning, unit flow assessment, and conceptual layout of the sewer collection system for a two-square mile facility that would have highly variable flows between Phase 1 (construction) and Phase 2 (operational). Several miles of force mains, gravity sewer, and seven lift stations are in design for this plant. Design will be completed in 2018.

Tall Timbers WWTP Hydraulic Improvements, Liberty Utilities, Tyler, TX Project Manager. Amec Foster Wheeler evaluated the hydraulics of the 0.445 million gallons per day activated sludge treatment plant, confirming the imbalance of flow between the aeration basins, and amongst the three clarifiers. Work on this project included gathering data, survey work, development of alternatives, recommendations and cost estimates, and design work to correct the hydraulic loading issues. The design included the modification of the upstream splitter box with a box and weirs to divide the flow proportionally between the two aeration basins; a mixed liquor pump station to direct the flow from the aeration basins to a transfer splitter weir box to split the flow proportionally amongst the three clarifiers; pinch valves for control of the pumps throughout the range of low to peak flows expected to vary during the seasons; emergency overflow piping to protect against pump station failure; and construction engineering services.

Palm Valley Water Reclamation Facility (WRF) Expansion from 5.1 Million Gallons per Day (MGD) to 5.8 MGD, Liberty Utilities, Goodyear, AZ Liberty Utilities Project Manager. This $25M expansion project included budgeting and oversight of the planning, permitting, design, and construction management of this CMAR project from the initial planning stages to construction. It was necessary to upgrade the WRF to handle higher influent loads (biological oxygen demand, Ammonia) from the collection system and for future growth. The WRFs small footprint and proximity (within 150 feet) of a school, commercial, and residences provided several challenges to the continuing operation of the plant during construction as well as constructability issues. An interesting aspect of this project was determining if the higher influent loadings were caused by point sources in the system or was an overall trend due to water conservation.

Airline Reservoir and Arsenic Facility, Liberty Utilities, Maricopa County, AZ Project & Construction Manager. This $15M project required oversight and management of the budgeting, planning, permitting, design, and construction management of this CM@R project for design of a 4-MG concrete reservoir, a12,000-gpm booster pump station, 4,000-gpm coagulation-filtration arsenic treatment system, and 3 well modifications. Due to water storage deficiencies at the time, this project was fast-tracked. The entire project was designed, permitted, and constructed in less than 18 months, including land acquisition.

Education BS, Civil Engineering, Arizona State University

Registration: AZ #40714


Brian Hamrick, PE 2 of 2

Potable Water Well Design and Construction, Liberty Utilities, Goodyear, AZ Project & Construction Manager. This $4.5M project included the management and oversight of the entire project to install three well sites. It included the planning, land acquisition, permitting, design, well rehabilitation, well drilling, well equipping, site development, and construction for Well 2AL, 10AL, and 34C. Wells 2AL and 34C were converted from agricultural irrigation wells to a potable water well. Each well had a pumping rate between 700 to 1200 gallons per minute.

Arsenic Treatment Facilities for 7 Wells, City of Phoenix, AZ Project Engineer. This CM@R project included design engineering, construction services, and structural special inspections for the design of adsorption arsenic treatment, site grading and drainage, water and sewer yard piping, well and well header piping modifications, surge tanks, and pump stations at seven well sites.

Water Quality Master Plan Update, City of Phoenix, AZ Project Engineer. Brian assisted in the evaluation of groundwater and distribution system facilities for the development of future infrastructure needs for the City of Phoenix at over 200 facilities. Arsenic, mitigation of radionuclides, radon, nitrates, volatile organic compounds, and disinfection needs were evaluated for all well sites.

Taliesin West Water System Evaluation and Improvements, Scottsdale, AZ Project Engineer. This project was co-funded by the Water Infrastructure Finance Authority of Arizona (WIFA). A hydraulic model of the water system was developed and used to prepare a 20-year water system master plan for this small community. The master plan included water storage, well head treatment, and distribution considerations. Economical methods of replacing water mains, installing an arsenic treatment system, providing additional water storage, and water system upgrades to meet fire flow requirements were assessed.

Steel Water Tanks and Civil/Site Facilities, City of Phoenix, AZ Project Engineer. This project evaluated the condition and operation of over 65 existing concrete and steel water reservoirs and storage tanks, control valves, pipelines, and civil/site facilities. Tasks included design of piping, control valves, water quality, instrumentation and control, supervisory control & data acquisition, drainage, cathodic systems, coating, and structural improvements to each facility. A prioritized list of capital improvements and construction cost estimates were prepared to schedule construction over a 10+ year period, and incorporate into the City’s Capital Improvement Program. Best management practices and standard operating procedures were developed for the operation of the facilities to meet established water quality goals and permit requirements.

Water Pipeline Rehabilitation and Replacement Projects, Liberty Utilities, AZ Project and Construction Manager. Brian managed the removal and replacement or rehabilitation of several miles of water main projects. Rehabilitation techniques included cleaning and slip-lining cast iron and asbestos cement pipe with both non-structural and structural cured-in-place coatings.

Center Street Lift Station, Arizona Department of Transportation Project Engineer. This project included the design and installation of a new lift station, odor control, and chemical feed system at Route 202 and Center Street. Construction management and start-up was also part of the project.

Sewer Pipeline Rehabilitation and Replacement Projects, Liberty Utilities, AZ Project & Construction Manager. This project included the implementation and management of a 5-year sewer main replacement program. It also included close communication and coordination with the Arizona Corporation Commission on the program implementation and funding mechanism. Several miles of sewers were rehabilitated and replaced as part of the project. Rehabilitation techniques included slip-lining, cured-in-place, and pipe bursting.


Chris Courtney, RG Hydrogeologist/Project Manager

Professional Summary Chris has over 19 years of experience in groundwater research and supply studies, and environmental investigations related to water quality and water treatment. His areas of expertise include groundwater supply investigations in support of demonstrating assured and adequate water supplies, permitting assistance for obtaining Certificates of Assured Water Supplies (AWS), groundwater flow and contaminant transport modeling, production well services (well siting, design, aquifer and groundwater quality testing, construction management, etc.), managing large-scale well drilling and sampling programs, investigating well bio-fouling issues and implementing well rehabilitation programs to treat affected well systems, investigating and improving groundwater remediation systems, treatment wetland design and Operation & Maintenance (O&M), exploration geology and hydrogeology, geophysical analysis (down-hole, seismic, and electric), geochemical interpretations, and well abandonment permitting and design. Chris has extensive water quality research experience on springs, wells, and aquifers in Arizona, Nevada, California, and New Mexico. Chris is proficient in a variety of software programs including MODFLOW, MODPATH, MT3D, & RT3D, Visual MODFLOW, AquaChem, Groundwater Vistas, Surfer, THWells, Dream, RockWare, and all standard Microsoft applications.

Relevant Experience Groundwater Modeling Study in Support of an Environmental Impact Statement (EIS), ASARCO Groupo Mexico, Kearny, AZ Senior Hydrogeologist and Project Manager. ASARCO LLC (Asarco) plans to construct and operate a new tailings storage facility (TSF) in Ripsey Wash to accommodate future expansion of copper mining activities at the ASRACO Ray Mine in Kearny, AZ. The Ray Mine Operations currently consists of a 750,000 ton/day open pit mine with a 30,000 ton/day concentrator, a 103 million pound/year solvent extraction-electrowinning operation, and associated maintenance, warehouse and administrative facilities. When completed, the Ripsey Wash TSF will be approximately 4-square miles with a total storage capacity of 750 million tons, with a projected working life span of 30 to 50 years. The primary goal of the model was to evaluate if tailings-derived fluids from the TSF would migrate through the subsurface and travel to the adjacent and upgradient Gila River during the 65-year projected life of the TSF. Via predictive particle tracking simulations, the model indicated no water quality impacts to the Gila River over the life of the proposed TSF. The model results were used to assist with obtaining the required Aquifer Protection Program permit (APP) from the ADEQ, and to gain EPA approval of the EIS report for the proposed TSF. The APP application package and the EIS report were submitted to the ADEQ and the EPA, respectively, in August 2014.

Groundwater Modeling Study in Support of Aquifer Protection Permit No. P-100508 and Litigation Support, ASARCO Mission Mine Complex, Sahuarita, AZ Lead Groundwater Modeler. Chris constructed and calibrated a three-layered 3-dimensional numerical groundwater flow model in support of requirements identified in its APP No. P-100508. The model encompassed approximately 460 square miles of the Tucson AMA in South Tucson and Sahuarita and included pumping and injection from wells located at the ASARCO Mission Mine Complex and the adjacent Pima Mine Road Recharge Project (PMRP). The current mine plan for the ASARCO Mission Complex results in mine closure in the year 2024. The hydrogeologic study was performed to predict the future groundwater flow system in the area of the mine at the time of projected closure and during a 100-year post-closure period. The model was also utilized during an arbitration process to assess groundwater mounding in one of the mine’s gravel pits caused from artificial recharge from the adjacent PMRP facility. In addition to constructing and calibrating the model, Chris prepared the modeling report.

Lake Havasu City Vadose Zone Injection Well Project, Lake Havasu City, AZ Senior Hydrogeologist. Provided senior technical/final review of an O&M manual and groundwater modeling (mounding) model for a new vadose zone injection well field. The well field was designed to have 22 vadose zone injection wells for the discharge of A+ treated effluent, which will then be recovered from the aquifer for direct drinking water deliveries to Lake Havasu City citizens.

Education BS, Geosciences, University of Arizona

Registration: AZ RG #40811


Chris Courtney, RG 2 of 2

Groundwater Characterization and Mine Reclamation Investigation, Former Phelps Dodge Cyprus Tohono Mine, AZ Senior Field Geologist. Provided technical field oversight during a drilling a series of subsurface borings and monitor well installations at the Mine south of Casa Grande, Arizona. The drilling investigation was conducted to delineate the lateral extent of sulfate enriched groundwater from mill tailings and evaporation ponds at the site that have elevated concentrations of sulfate and metals. Although no longer in use, these contaminated facilities remain sources of contaminants through the seepage of storm water runoff through mine waste materials. The drilling investigation was also conducted to examine the potential of contamination to a nearby public water supply well. Core samples were also collected per the client’s request at discreet intervals from each boring to evaluate potential recovery of copper ore from the underlying heap leach zones.

Litigation Support for Groundwater Impacted Livestock Site, Confidential Client, Yuma, AZ Primary Author for Expert Testimony Report. Conducted a complete evaluation of over 7 years of historical correspondence between a private cattle farm development company and a professional environmental consulting firm regarding a legal dispute with failed efforts to permit and construct a new cattle feeding operation in Yuma, AZ. Chris prepared the expert witness report for the project on behalf of the attorney representing the professional environmental consulting firm. The project resulted in a mutually agreed upon undisclosed settlement out of court in August 2011.

Third Party Review of the Coal Combustion Residuals (CCR) Drilling Program for the Tucson Electric Power (TEP) Springerville Generating Station (SGS), St. Johns, AZ Senior Associate Hydrogeologist. Chris provided a hydrogeological 3rd party review of an in-progress drilling program for six 800-900 foot deep monitor wells installed around the TEP SGS dry Coal Disposal Facility (CDF). The CCR drilling program had experienced unique geological challenges that presented substantial future cost implications with continuance of the CCR program as prescribed by TEP’s primary hydrogeological consultant. TEP is currently evaluating Amec Foster Wheeler’s 3rd party review memorandum, which provides modifications to the SGS CCR program that meet the EPA’s April 2015 Regulations on CCRs, and could result in substantially cost savings.

CCR Evaluation, Groundwater and Vadose Zone Interaction Modeling Study for the Salt River Project (SRP) 773-Megawatt Coal-Fired Electrical Coronado Generating Station Plant, Salt River Project (SRP), St. Johns, AZ Senior Hydrogeologist. Chris provided hydrogeological research and modeling support for the construction of a 2-layered computer model using the Srivastava and Yeh (1991) one-dimensional method to predict the 1,000-year impact from the disposal of site-generated coal combustion residuals (CCR) into a naturally occurring clay lined evaporation pond to the regional confined groundwater aquifer. The objective of this effort was to model the migration of water from the SRP Coronado Generation Station evaporation pond to the uppermost regional drinking water aquifer. The model was used to examine the differences between expected conditions at this facility, versus the assumptions used in the CCR risk assessment from EPA's Composite Model for Leachate Migration with Transformation Products (EPACMTP). Chris was also the primary author for the hydrogeological background section for the report. The report was submitted to the EPA with the modeling results which predicted no impacts for a period of at least 1,000 years to the confined aquifer as a result of the on-site CCR disposal activities.

Drilling, Installation, and Testing of Four Industrial Water Supply Wells for a 1,000-Megawatt Natural Gas-Fired Electrical Generating Plant, PG&E National Energy Group, Harquahala Generating Company, Harquahala Valley, AZ Field Geologist. Provided task management and as-needed field supervision during the drilling, well construction, development, and testing of three high capacity (greater than 1,000 gallons per minute (gpm)), water supply wells. This project involved the drilling, construction, and testing of four approximately 1,500-foot deep industrial water supply wells that are capable of providing approximately 5,000 gpm of continuous flow to the adjacent large-scale electrical generating plant to serve as an emergency backup source for the power plants’ cooling towers.

Deep Exploratory Boring Industrial Water Supply Investigation, Pinal Creek Group, Globe, AZ Field Geologist. Assisted with preparing the technical specifications and provided field oversight during the drilling and zonal sampling of two 1,200-foot deep exploratory borings through fractured volcanic formations to assess the water quality and potential production capacity of a deep confined fracture-flow aquifer. Testing included depth-specific zonal sampling, down-hole geophysical logging, and slug testing. The testing was conducted on behalf of the Pinal Creek Group in Globe, Arizona to assess the feasibility of drilling and constructing large diameter production wells to replace wells constructed in a shallow unconfined aquifer that had been impacted by sulfates generated from acid heap-leaching operations at the adjacent open pit copper mine sites. Three new deep wells were subsequently drilled and completed based upon the data collected from the exploratory boring project.


Scott Thompson Project Manager

Professional Summary Scott has over 25 years of experience in construction materials testing. As Construction Materials Testing (CMT) Department Manager, he currently serves as a Project Manager and provides material consultation on numerous roadway projects and for material suppliers. Scott supervises three managers and is responsible for the financials of the CMT Department, reviewing the project invoicing process for accuracy, oversight of the mix design lab and creating project backlog. Scott has been trained extensively on asphaltic concrete mix designs. Most notable are the Hveem, Marshall and Superpave design methods. He has been involved in the application of these materials in the construction of flexible and rigid pavements throughout Arizona and the US. Scott has managed and assisted on numerous transportation projects lending oversight and consultation to each aspect of construction. The range of projects which he has provided management, laboratory testing expertise and consulting includes residential roadways to heavy highways, airports, bridges, freeways, overpasses, mining and flood control structures. Scott has received project manager training and project controls training.

Scott’s specific experience includes CMT Department management, review of field and laboratory test reports, managing staff levels through the various phases of projects, preparation and review of proposals, developing, testing and reporting asphaltic concrete, soil cement and concrete mix designs, extensive knowledge of ASTM, AASHTO and ADOT testing methods for asphaltic concrete, soils, soil-cement mixtures and aggregate. He has several years of hands-on experience in a central or mobile laboratory and field applications relating to the materials testing of concrete, aggregates, soils and asphaltic concrete. Scott has been through numerous AASHTO Materials Reference Laboratory (AMRL), Cement and Concrete Reference Laboratory (CCRL) and Arizona Department of Transportation (ADOT) laboratory accreditation and inspection processes.

Relevant Experience On-Call Soils and Materials Testing Services, Mesa, AZ Project Principal for materials testing and laboratory testing services for the City of Mesa on a wide variety of capital improvement projects and new developments.

On-Call Soils and Materials Testing Services, Phoenix, AZ Project Principal for special inspections, weld inspections, soils, asphalt and concrete testing for the City of Phoenix on an on-call basis at Sky Harbor International Airport and at other various locations throughout the City of Phoenix. Services under this contract have included geotechnical investigations; pavement designs; testing of asphalt concrete, soils and concrete for many various projects in Phoenix. Amec Foster Wheeler has also provided ground penetrating radar (GPR) services for locating reinforcing steel, and inspection and testing of welds, high strength bolts and anchor bolts. Amec Foster Wheeler performed similar services on previous City of Phoenix contracts.

Streets Materials Testing, Peoria, AZ Project Principal for this annual on-call contract that encompasses the City of Peoria’s yearly slurry seal, micro surfacing, asphalt overlay, and asphalt-rubber chip seal programs. Amec Foster Wheeler provides either quality control or acceptance services, as the City of Peoria requires during construction operations for improvement projects. These services include Asphalt Rubber Binder (ARB) and Polymer Modified Asphalt Rubber (PMAR) Binder testing, inspection and testing of chip seals, micro-surfacing, emulsions, and slurry seals. Amec Foster Wheeler has provided services to the City of Peoria under previous contracts since 1998.

Certifications/Training Asphalt Institute Marshall and Hveem Mix Design Training

Advanced Project Manager Training

Project Controls Level 1 Training

Manager Coaching Skills Training

Civil Treatment for Managers Training

OSHA Safety Training 8-hour

Radiation Safety and Use of Nuclear Gauges

OSHA 10-hour Certified

Memberships/affiliations American Concrete Institute

Arizona Rock Products Association

Associated General Contractors of Arizona


Scott Thompson 2 of 2

On-Call Statewide Referee Testing, AZ Project Principal for On-Call Referee Testing of Field-Produced Asphaltic Concrete to ADOT since 1992. Referee testing is used for dispute resolution and the results govern acceptance. Testing includes splitting/testing samples of plant produced asphaltic concrete consisting of Superpave, Marshall or Asphalt Rubber mixes for compliance with specifications for binder content, gradation, laboratory air voids content and compaction, and for determination of pay factors. In many cases, an additional step of developing ignition furnace calibration factors is included. This contract requires response within 24 hours and testing of the first lot to be completed within three business days, with an additional day allowed for each additional lot.

On-Call Statewide Binder Testing, AZ Project Principal for a program designed to provide ADOT with consultants that provide a 24-hour response time, the personnel and equipment for testing and determining acceptability of asphalt binder, crumb rubber asphalt, emulsified asphalt and asphaltic concrete materials from various construction projects. Testing must be completed within five working days. Amec Foster Wheeler has continued to provide these services under a series of previous on-call contracts with ADOT since 1995.

ADOT Twin Peaks Road and North Puerto Blanco Drive Construction Quality Control (QC), Various Locations on International Border, Ajo, AZ Full time QC testing and observation services for the new construction of 1 mile of asphalt-paved two-lane Federal Highway Administration (FHWA) roadway. Included placement of subgrade, utility trench backfill, aggregate base, asphalt concrete and minor structural concrete. Responsibilities included project set-up, QC plan review and submittal, scheduling of technician staff, report preparation and review, oversight of field and lab services and invoicing.

MCDOT Germann and Pecos Road Bridge and Utility Improvements Construction Quality, Town of Gilbert, AZ Project Manager for QA/QC testing and inspections for construction of improvements to a two-mile stretch of asphalt-paved roadway with concrete bridge abutments and structures and associated underground utilities. As Project Manager Responsible for QC services for project set-up, QC local area network review and submittal, scheduling technician staff, report preparation and review, oversight of field and laboratory services and invoice preparation.

Construction QC Testing for Low-Flow Channel of Rio Salado (Salt River) Restoration Project, Phoenix, AZ, Maricopa County Flood Control District On-call engineered construction services for performing roller-compacted concrete (RCC) mix designs including setup and maintaining an on-site laboratory to perform RCC quality acceptance testing and aggregate and cement content testing during production of the RCC for a fast-track project to control flooding of the Salt River. Responsible for creation of mix designs for roller compacted concrete.


Mike Manygoats Technician

Professional Summary Mike is a field engineering technician with ten years of experience in construction materials testing and quality assurance. He is knowledgeable in various aspects of construction materials observation, testing, and quality control/assurance. Track record of consistently leading projects, while maintaining strict quality control and assurance standards. Maintains a balance approach to tasks and jobs he performs, while he continues to encourage everyone to make their jobs more effective and efficient. Effectively promotes teamwork, excellent communications, impeccable work ethics, and efficient training. His skills include: concrete and asphalt sampling, placement monitoring; along with density testing of soil and aggregate during earthwork operations. Project experiences involved structures (bridges and commercial buildings) and roadways. Furthermore, increased knowledge is demonstrated with laboratory responsibilities to test materials according to strict ASTM and AASHTO standards.

Relevant Experience Wastewater Collection System Phase 2, Town of Miami, AZ Provided construction services replacing 22,151 LF of sewer gravity mains and rehabilitating 2,082 LF of sewer mains of the wastewater collection system, within the main infrastructure of Town of Miami, AZ. Increased project scope included reviewing Change Orders, Pay Applications and Reviews for Information, infield redesign of sewer mains, oversight of structural concrete such as cutoff walls, outlet aprons, scour protection of manholes and on-lot sewer connections. Also responsible for coordinating monthly project meetings to discuss and inform necessary parties of project status, collaborated with contractor for quality assurance and maintaining projected scope timeline. Consistent communication with client regarding project status and changes to the scope of work.

On-Call Materials Testing, City of Mesa, AZ Performed construction materials testing on various City projects including storm drain, underground utilities, concrete structures and asphalt paving. Performed laboratory testing of soils, asphalt and concrete in the City of Mesa Laboratory.

Ocotillo and Recker Road Improvements, Town of Gilbert, AZ Construction materials testing for development of one mile of improvements to major arterial roadway that included six lanes of traffic, raised median, bike lane, dry utilities, grading and paving, striping, curb, gutter, landscaping, meandering sidewalk, waterline, sewer line, street lighting and signage, and one mile of Ocotillo Road as a minor arterial roadway with four traffic lanes and a striped median. Also included was the installation of a 20″ water main, 36″ water main, 42″ raw water main, and a 15″ sewer main from Higley to Recker. The project was built in two phases to maintain traffic. Responsible for quality control testing of Aggregate base course, subgrade, trench backfill, and asphalt materials by conducting on grade sampling, densities, and compaction and concrete field tests.

Wastewater System Expansion Program, Lake Havasu City, AZ Assist with the initial development of the 10-year construction plan to convert 25,000 septic tanks to a conventional gravity sewer system. The City’s WWSE, 22,000 residential septic tanks were decommissioned and replaced with an expanded central sewer system. The project involved the digging of trenches through roadways/front yards so more than 400 miles of pipe were to be buried. The project also involved the design and building of wastewater collection, treatment and effluent-reuse/disposal facilities throughout the community. Performed as a field inspector for on-lot sewer connections. Provided observation and field testing of soil compaction. Testing of trench backfill for sewer lines, laterals, roadways, driveways, and storm drains. Testing and sampling of asphalt concrete and roadways.

Experience with former consulting firms: Safford Heap Leach Pad and Ponds Phase 1, Freeport McMoran/Phelps Dodge, Safford, AZ Project consisted of the construction of a new 18-million-square-foot heap leach pad, an EPS pond, and a storm water impoundment system. The heap leach includes over 800,000 cubic yards of clay underliner, 20,000,000 square feet of LLDPE liner, 1.4 million cubic yards of overliner, and 650,000 feet of HDPE collection and distribution piping. Maintain

Education BAS/2003/Art Institute of Phoenix/Culinary Arts and Hotel/Restaurant Management

MSc/2009/Arizona State University/Kinesiology and Exercise Science


Mike Manygoats 2 of 2

a management role of leading employees to perform quality control and assurance. The teamwork environment provided the basis of quality work between fellow employees and Quality Control consultants. Much oversight included the direct supervision of operators who perform their duties of moving materials, processing material, and finishing material, plus placing and moving material to grade. The quality of work determined the level of specificity to uphold designs, plans, and technical specifications.

UPRR Sunset Route Expansion, Maricopa County, AZ Constructed a 104-mile second track construction project, providing grading and associated drainage and bridge work services. Managed daily activities for aggregate placement, 104 miles of sub-blast placement and 160,000 tons of rip rap placement at headwall locations and bridges. Assisted in monitoring structural concrete work which included 377 cast-in-place headwalls at pipe culvert locations. A total of 54 bridges were spread out over the length of the project. Most were two and three span, precast railroad bridges on H-pile foundations with precast caps. Several bridges were five and six span.

ADOT SR 202 L/US 60 Interchange Phase I and II, Phoenix, AZ Project scope included widening portions of the US 60, construction of a one mile section of SR 202L freeway, and completion of the directional ramps at SR 202L / US 60 TI. Provided quality control testing of soil backfill, asphaltic concrete, and concrete testing and inspection. Responsible for concrete pours on super structures (Overpass bridges), Density testing, soils testing, and asphalt paving and testing.


Bryan Campbell, RLS, CFedS Geodetic Surveyor/Project Manager

Professional Summary Bryan is a licensed Professional Land Surveyor in 8 states with progressive experience in the land surveying profession. He is responsible for the supervision of all surveying services performed by the Phoenix AZ surveying staff. Typical surveying services include topographic surveys, aerial control surveys, boundary surveys, route surveys, ALTA / ACSM Land Title surveys, right of way surveys, subdivision plats, lot surveys, Public Land Survey System (PLSS) corner recovery and determination surveys, horizontal control plans, as-built plans, legal descriptions and exhibit drawings. Bryan is a Certified Federal Surveyor trained in the proper procedures for the performance of surveys on Native American and Federal reservations and lands. He has also completed the BLM Advanced Cadastral courses on PLSS surveys. His past experience includes projects involving the various survey tasks associated with route and ROW determination, numerous large retail developments, residential property developments and in-fill property developments. Bryan has successfully performed numerous private sector, municipal, County, State and Federal agency projects. Federal project experience includes surveying on Indian Reservations and military installations/reservations.

Relevant Experience Sewell Property ALTA/Land Split, Sewell, Mesa, AZ Project Surveyor. Bryan supervised the completion of an ALTA survey of this commercial property located near the intersection of University Street and Ellsworth Road in Mesa. A Land Split map was also created for submittal to the City of Mesa.

Well Site No. 26, City of Avondale, AZ Survey Manager. Bryan supervised the performance of an ALTA/ACSM Land Title Survey of this well site near I-10 and the Agua Fria River. Included was the review and analysis of ADOT right-of-way plans, title documents and adjoiner deeds in order to accurately interpret and delineate the boundary of the parcel. As-built information was provided from the city and incorporated into the final drawing for this project. A property description and preliminary lot split was also created for use in conveyance documents.

Site Six Annexation Tract, Lake Havasu City, AZ Project Surveyor. Bryan supervised the performance of a waterfront boundary survey for an approximately 5 acre project on Lake Havasu. Located in and along a portion of Lake Havasu, the property description was based on the 450 foot elevation line, National Geodetic Vertical Datum of 1929 (NGVD 29). The project was closely coordinated with the local onsite AMEC Survey Coordinator to insure that the requirements of the City were met. A Record of Survey drawing was prepared and a new property description was written for the annexation boundary.

Sonoran Woodworking, Sonoran Wood Design, Phoenix, AZ Project Surveyor. Bryan supervised the performance of a boundary survey and the creation of a Lot Combination Plat for two commercial properties to meet Maricopa County Assessor requirements. This was a fast track project which was accomplished within a three-week time frame.

WACOG-Funded Street Improvements, Parks Development, Air Industrial Park Subdivision Infrastructure, Lake Havasu City, AZ Bryan supervised a boundary and topographic surveying for a project to provide seven developable pads with circulating roadways and utilities over a property of 19 acres adjacent to the Lake Havasu City Airport. The project site is within a FEMA effective floodplain, Zone AO and will impact waterways. A Section 404 permit from US Army Corps of Engineers (USACE) was required. Analyzed hydrological conditions for the watershed including Wing Mine Wash and Desert Wash. Sediment transport was analyzed using HEC-6, estimated sediment yield and predict sediment delivery potential using RUSEL and RUSEL2. By using the FLO-2D model, the alluvial fan flooding was simulated, and evaluated and compared with the effective floodplain zoning shown on the FEMA FIRM. The alluvial fan flooding hazard was simulated based on NRCS soil map, USGS surficial geologic map, USGS Topographic interpretation, historic aerial photo review and field observation for the CLOMR review.

Education AS, Engineering, Grays Harbor College

Registrations: AZ RLS #40622 AZ CFedS #1154


Bryan Campbell, RLS, CFedS 2 of 2

Apache – McClintock, Howard Cornell, Tempe, AZ Project Surveyor. Bryan supervised the performance of an ALTA/ACSM Land Title Survey and a Re-Plat for a two-acre commercial property, fronting the new light rail alignment to meet City of Tempe requirements. This was a fast track project which was accomplished within a six-week timeframe including submittal to the City Council and approval.

FCDMC McMicken Dam Principal Outlet Traverse Cracking Interim Dam Safety Measure Design, Peoria, AZ Bryan supervised the collection of topographic information prior to the construction of the dam improvements, after the excavation of the top of the dam to engineered depths was completed by the contractor and also after dam improvements were completed. The purpose of the surveys was to verify that engineered design elevations were reached during the construction process. Project engineering components included compilation of all data related to previous investigations and preparation of a design for an interim dam safety measure intended to correct an unprotected transverse crack dam safety deficiency at the principal outlet. The project required the engineering of the design plan, specifications and a quality assurance plan, prepared in accordance with ADWR dam safety requirements. Design components included the use of a geotextile and granular upstream filter blanket for mitigation of failure through transverse cracks and the installation of an upstream principal outlet structure concrete cut-off. Engineering assessments included seepage analysis, slope stability analysis, filter design, and cost estimating.

FCDMC Pass Mountain Diversion Levee, Flo-2D Modeling, Mesa, AZ Survey Manager. Bryan Supervised the performance of a limited topographic survey of approximately 7000 feet of the Pass Mountain Diversion Dam and spillways in east Maricopa County for the purpose of performing Flo-2D modeling. Cross-sectional and spot grade elevations were collected across the project site using RTK surveying methods.


Curtis Cook Project Manager Information Management (GIS) Manager

Professional Summary Curtis has over 17 years of Geographic Information Systems experience. He works closely with geologists, hydrologists, and engineers to develop analytical tools to assist in scientific studies and public works utility projects. As a geographer, Curtis can display information from many different disciplines and through discussion and careful planning, provide scientific analysis of information in an easy to understand and visually compelling fashion. He works well with politicians, attorneys, managers, engineers, scientists, and emergency services. Curtis can reconcile these realms with quality displays, analysis, and map products.

Relevant Experience City of Tucson ADA Inventory and Transition Plan, City of Tucson, Tucson, AZ GIS Manager. Created Arc/GIS Online customized web based applications for City of Tucson Americans with Disabilities Act (ADA) Self Evaluation and Transition Plan. The contract identifies barriers that limit access to persons with disabilities within the City’s public right-of-way, and develops a prioritized strategy for implementing improvements.

Chandler ADA Public Facilities and ROW Assessment Plan, Chandler, AZ GIS Manager. Amec Foster Wheeler, as a subconsultant, was selected for this ADA project which includes both public facilities (parks, buildings) and streets within the ROW. Dick is responsible for managing the data collection, compliance analysis, budgeting, prioritization, and transition plan for the facilities within City ROW. The ADA assets will be collected utilizing LiDAR scanning technology for arterials, collectors, and selected local streets. The LiDAR data will be extracted for each ADA asset and analyzed for compliance with PROWAG requirements. Based on the results, budgeting and prioritization will take place and summarized in the transition plan.

City of Glendale Projects, Glendale, CA Created stormwater database. Supported systems to monitor watersheds and debris basins. Maintained slope

models to keep public works and fire department aware of mudslide hazard areas during flood events.

Created an Encumbrance and easement database for Glendale Water and Power. Was involved in early implementations for ARC AM/FM solution for the electric division of GWP. Worked extensively combining SCADA, facilities management, and asset management into seamless reporting system.

Implemented Azteca CityWorks for asset management, service request, and work orders. Maintained Local Government Information Models (LGIM) for city assets in GIS.

Implemented Omega CrimeView for Glendale Police Department. Implemented ArcServer web based applications for crime analysis. Combining COPLINKS, NCIC with Parolee, warrants, and registered sex offender databases to create a comprehensive dashboard for officers to have access to all pertinent information to assist in investigations.

Administered GIS for emergency operations centre and coordinated with utilities and public safety agencies.

Navajo County Projects, Holbrook, AZ Maintained FEMA floodplain data, created flood insurance database for users to locate their property near a flood

prone area to determine their risk. Implemented a watershed management master plan in conjunction with AZDWR flood warning system. Created DEM models to map watersheds and drainage systems.

Managed GIS for emergency operations centre (EOC).

Created GIS database for parcel management system. Maintained county rights of way, easements, and county property.

Utilized Tiburon reporting software to analyse crime data. Worked with Spillman Technologies and GIS

Crime Analyst to create reporting and incident database with GIS analysis.

Created road network database and pavement management system. Created database to tie in fleet management, material, and asset management to pavement system.

Education BA, Geography, Arizona State University


Curtis Cook 2 of 2

City of Show Low Projects, Show Low, AZ Implemented 3d models for sewer, water, and stormwater. Utilized H20 MAP (Water) (Sewer) and Watershed

Management System (WMS) applications to maintain models.

Initiated standards and methods for development, utilizing a GPS coordinate based system to bring all as-built CAD data into uniform layers with precision location for easy conversion into ARC/SDE and ARC/GIS using FME application.

Implemented Azteca CityWorks for asset management, work orders, and service requests.


Theresa Price Biologist/Environmental Planner

Professional Summary Theresa has nine years of experience in biological and botanical surveying, National Environmental Policy Act (NEPA) compliance and documentation, and Clean Water Act (CWA) Section 404 compliance and permitting. Her experience includes performing botanical and biological reviews, habitat assessments, environmental impacts assessments and documentation (EAs, EISs, EIDs, and Categorical Exclusions), and feasibility studies and fatal flaws analyses for various development projects. Her Section 404 permitting experience includes preparation of nationwide and individual permit applications, pre-construction notifications (PCNs), as well as compensatory mitigation plans and developing CWA 404 guidance and training materials for agency clients. Her experience also includes planning and leading biological resource survey projects and coordinating survey efforts of multi-disciplinary field teams. In addition, she performs Section 4(f) analysis/coordination, geographic information systems (GIS) analysis, data management, and cartography, as well as peer and technical review/QC of documents.

Her project experience comprises a variety of sectors, including utility entities, federal (Department of Defense, US Army Corps of Engineers, FHWA, EPA, Bureau of Land Management, National Forest Service, USFWS), state, and local municipalities on a diverse variety of projects, including solar, wind, mining, linear transportation corridors, belowground utility lines and pipelines, military installations, wastewater and potable water systems, flood structures, and civilian airfields.

Relevant Experience Phoenix-Mesa Gateway Airport Authority Northeast Area Development Plan Environmental Assessment, Mesa, AZ Serving as the Biological and Water Resources Specialist, including Clean Water Act (CWA) compliance. Project includes preparing an EA for the Northeast Area Development Plan, which involves development of a new passenger terminal and associated airport facilities. Amec Forster Wheeler’s technical specialists are evaluating impacts in detail related to cultural resources, biological resources, hazardous materials and water resources. The information identified in these evaluations will be documented by Amec Forster Wheeler’s NEPA specialists in an EA. Conducted background research and field survey for biological and water resources reports, and prepared a CWA Section 404 jurisdictional delineation.

Environmental Assessment New Air Traffic Control Tower, Tinker Air Force Base, OK Theresa was one of the biologists that assisted in the preparation of EAs for three projects at Tinker Air Force Base. The projects include construction of a consolidated wing headquarters, construction of a new control tower, and realignment of Air Depot Boulevard.

Environmental Assessment for the Magma Flood Retarding Structure, Magma Flood Control District, Pinal County, AZ Technical specialist. Theresa prepared a biological review and assisted in preparing a NEPA-compliant Supplemental Watershed Plan/Environmental Assessment (Plan/EA). She also conducted fieldwork and assisted in the preparation of Clean Water Act jurisdictional delineation documentation and prepared a successful Section 404 Individual Permit application. The Magma Flood Control District sought funding from the NRCS; therefore, the Plan/EA was prepared in accordance with NRCS NEPA guidance to determine the feasibility of rehabilitating the FRS to provide continued flood protection for the area downstream of the FRS. The Plan/EA identified the National Economic Development (NED) alternative and compared environmental impacts of the NED Alternative to other project alternatives.

Education MS, Applied Biological Science (Botany), Arizona State University

BS, Botany and Environmental Studies, Iowa State University

Master Certificate, Geographical Information Systems (GIS), Arizona State University

Year of Experience: 9

Theresa Price 2 of 2

Arizona Department of Transportation (ADOT) State Route (SR) 87 from SR 287 to Hunt Highway, Pinal County, AZ Biologist. Theresa is assisting as a biologist in the preparation of National Environmental Policy (NEPA) documentation and technical reports for improvements to SR 87. The project begins at the Maricopa/Pinal county line at Hunt Highway (SR 587) and continues approximately 26 miles to SR 287 in Pinal County. She prepared a Biological Review and Preliminary Jurisdictional Delineation of the project area. Because of the project’s proximity to the Gila River Indian Community (GRIC), coordination with GRIC biologists was also conducted. She was also responsible for recording all vegetation greater than 4 inches in diameter using a handheld global positioning system (GPS) unit throughout the project corridor for use in a future native plant salvage plan.

Environmental Assessment for the Proposed Construction of Silverbell Army Heliport Annex 1, Silverbell Army Heliport, Pinal County, AZ Theresa prepared a Biological Assessment in support of an Environmental Assessment (EA) to address potential impacts of the Arizona Army National Guard’s proposed construction of the Silverbell Army Heliport Annex 1. The EA was prepared in accordance with NEPA, Council on Environmental Quality (CEQ) Regulations, Army Regulation (AR) 200-1 on Environmental Protection and Enhancement (revised August 2007), Department of Defense (DoD) Instruction 4715.3 (Environmental Conservation Program), and the National Guard Bureau (NGB) NEPA Handbook (revised June 2006). In accordance with NGB direction for creating a concise NEPA-compliant document, Amec Forster Wheeler prepared an EA that was limited to approximately 50 pages.

Environmental Assessment and Preliminary Jurisdictional Delineation, Magma Flood Control District, Pinal County, AZ Theresa performed a preliminary jurisdictional delineation and biological evaluation of the Upper Magma channel, part of the flood control structure within jurisdiction of the Magma Flood Control District. Additional tasks included cultural resources survey, environmental assessment, and drainage design.


Matt Camba Environmental Scientist/Biologist

Professional Summary Matt has 5 years of experience in biological and botanical surveying for a variety of government and private clients, including for wind energy compliance. His experience has included conducting avian and mammal habitat assessment surveys, bat mist-netting, desert tortoise monitoring, plant identification, preparing and performing biological reviews, stream delineation and low flow ground water sampling. He has worked on projects in Arizona, Nevada, New Mexico, Colorado, Kansas and California.

Relevant Experience Northeast Area Development Plan Environmental Assessment, Phoenix-Mesa Gateway Airport Authority, Mesa, AZ Field Biologist. Under subcontract to Ricondo and Associates, Amec Foster Wheeler is preparing technical investigations in the areas of cultural resources, biological resources, water resources and hazardous materials to support an EA for the expansion of the Phoenix-Mesa Gateway Airport. The expansion consists of the Northeast Area Development Plan which involves development of a new passenger terminal and associated airport facilities. Based on the final results of the cultural resources survey and coordination with the Federal Aviation Administration (FAA), Amec Foster Wheeler will also complete the necessary Section 4(f) analysis. The documents are being prepared in accordance with NEPA and FAA guidelines. Responsible for conducting a site visit, a biological field review, investigating the presence of native bird, reptile and mammal species, and surveying vegetation.

ADOT On-Call Statewide and Local Government Project Design, AZ Biologist for multiple projects being performed through the ADOT’s On-Call Statewide and Local Government Project Design contract. Biology work includes conducting IPAC searches on T and E species, and field surveys for T and E birds, reptiles, amphibians and mammals. Native and invasive plants are also assessed. The environmental work on these projects typically includes preparation of Categorical Exclusion (CE) Checklists, agency and public scoping letters, and supporting technical documentation such as Preliminary Initial Site Assessments (PISAs), asbestos testing, pavement marking testing, Biological Reviews (BRs) and Evaluations (BEs), Urban Project Biological Evaluations (UPBEs) and Class III Cultural Resources Surveys. All NEPA-compliant documents and technical studies/reports were reviewed and approved by ADOT Environmental Planning Group (EPG) staff. Project and assignments under this contract includes:

Safe Routes to School, AWC Learning Center and The Scholars Academy, Quartzsite, AZ. Construct sidewalks and crosswalks at select locations along Moon Mountain, Kofa Avenue and Coyote Street to serve these two schools.

Reay Lane/Safford Bryce Road Intersection, Graham County, AZ. Roadway and intersection realignment and reconstruction project that included irrigation and drainage modifications.

Golf Course Road Path, Reay Lane to 20th Avenue, Graham County, AZ. Construct a shared use path along Golf Course Road, supplemented by intermittent seating areas.

School Bus Road and 4th Avenue, Eager, AZ. A pavement preservation project that rehabilitates existing pavement to maintain structural integrity.

Multi Use Path and Streetscape, 8th Street from Rural Road to McClintock, Tempe, AZ. Construction of a multi-use path and streetscape improvements project in the City of Tempe.

I-10, Dysart Road to Black Canyon Road, Phoenix, AZ. Pavement reconstruction and update the sidewalk and pedestrian signal system along 13 miles of I-10.

Main Street from Coolidge Avenue to Pinkley Avenue, Coolidge, AZ. Removal and replacement of full width of pavement, curb/gutter and Americans with Disabilities Act compliant sidewalks.

55th Avenue Bike Route Spot Improvement, Glendale, AZ. Construct sidewalks and roadway widening that includes installation of new lighting and signals.

Education BS, Conservation and Ecology, Arizona State University


Matt Camba 2 of 2

Multi-Use Pathway Connection, Glendale, Peoria, New River North, AZ. Construction of a multi-use pathway for bicyclists and pedestrians.

SR 90 Hatfield Street/E. Buffalo Soldier Trail Intersection, Sierra Vista, AZ. A road widening project that reconstructs paths, sidewalks and ramps to meet Americans with Disabilities Act.

Thunderbird Paseo Neighborhood Connection to Shared Use Path, Glendale, AZ. Construction of a multi-use path and streetscape improvements.

Route 1/Golden Shores Parkway/Oatman Highway, 6 Point Intersection, Topock, County, AZ. A safety project focused on a traffic circle design for the 6-point intersection and other roadway improvements.

US 191, 7th Street to Riverside Drive Drainage Improvements Clifton, AZ. A drainage improvement project along the US 191.

Biological Survey, Habitat Assessment and Wetland Delineation, Lobos CO2 Pipeline Corridor, Kinder Morgan, Catron, Socorro, Torrance and Chaves Counties, NM Field Biologist conducting habitat assessments for T&E species, vegetation community identification, invasive plant identification and CWA Section 404 delineations. This work included identifying and classifying occupied zoological burrows. Avian nest and white wash identification and assessments. Habitat assessments were done for various federal and state protected species including grey vireo, mountain plover, burrowing owl and black-footed ferret. Also assisted in data entry and quality control for field data. Information gathered during field activities will be used to conduct an Environmental Impact Statement for which the Bureau of Land Management (BLM) is the lead agency.

Noxious Weed Mapping Field Reconnaissance, United States Air Force, Buckley Air Force Base, Aurora, CO Worked with a USFWS biologist to assist in the creation of a management plan for noxious weeds on Buckley Air Force Base. Conducted field surveys to identify and map invasive weeds and trees within Buckley Air Force Base. Assisted the local USFWS biologist by identifying the presence of burrowing owls and locating their burrows. Amec Foster Wheeler recommended an invasive species management plan the invasive species based on the data collected.

Desert Tortoise Monitoring-Calnev Pipeline Cima Block Valve, Kinder Morgan, San Bernardino, CA Performed biological monitoring, primarily for desert tortoise during the replacement of a leaking block valve along the Calnev Pipeline in San Bernardino, CA. Tasked with oversight and education of Kinder Morgan and third-party crew members working on the project. Developed and supervised a sight precautionary plan to avoid destruction or harm to desert tortoise and their habitat. Also conducted field surveys of the surrounding areas to locate and identify signs and presence of sensitive Mohave Desert species, such as Bendire’s thrasher and burrowing owls.

North American Electric Reliability Corporation, Enel Green Power North America, Inc., Elk, Ellsworth, Lincoln, Finney and Haskell Counties, KS Conducted a Vegetation Analysis Report (VAR) for Enel Green Energy North American to ensure compliance with the requirements set forth in North American Electric Reliability Corporation (NERC) reliability standard Facilities Design, Connections and Maintenance (FAC) 003-3, Transmission Vegetation Management. Conducted over 30 miles of vegetation encroachment surveys on 345kV and 230kV transmission lines within the Caney River, Smokey Hills and Buffalo Dunes wind farms across the state of Kansas. Worked within a 200 to 300-foot corridor assessing tree encroachment to the wire zone using a laser rangefinder and GPS unit to identify and mark potentially hazardous trees.

Jurisdictional Delineation, Golden Vertex Moss Mine, Mohave County, AZ Amec Foster Wheeler was contracted to perform a jurisdictional delineation of the Golden Vertex Moss Mine property. A preliminary jurisdictional determination request was prepared using data collected by field staff of the site property. This project was performed with a very tight timeframe for all activities, and the submittal to the USACE focused on the portion of the property with the highest mining development priority.


Patricia Powless, M.A., RPA Project Archaeologist / Principal Investigator / Project Manager

Professional Summary Patricia has 30 years of experience in archaeology, meets the Secretary of Interior’s professional qualification standards for archaeology and is a registered professional archaeologist (RPA). Patricia has earned her Bachelor’s and Master’s degrees from the Department of Anthropology at San Diego State University. Twenty-nine of her thirty years of archaeological experience has been working in the professional cultural resource management field and includes a wide range of project types and clients. Patricia has a background in bioarchaeology and has been an active participant in the Native American Graves Protection and Repatriation Act (NAGPRA) since it passed into law in 1990. She is currently collaborating with Indiana University under a National Science Foundation Grant to produce two NAGPRA learning webinars for RPAs. The first Learning NAGPRA webinar will be launched in the Fall of 2017. In addition, her NEPA experience includes utilities and Department of Defense projects over the past 29 years for EIS-level reports as well as subsequent technical support documents for the mitigation phase of projects. These support documents include archaeological and historic inventories, artifact analyses, results of resting, evaluation, and/or data recovery. Other documents include Cultural Resource Work Plans/Research Designs; drafting Historic Property Treatment Plans; drafting Historic Property Management Plans; Tribal Participation Plans; drafting Programmatic Agreements; Ethnographic Review reports; Monitoring and Discovery Plans; Monitoring Reports; and Construction Training Plans.

Relevant Experience State Route 377, SR 277-SR 77 Project; Arizona Department of Transportation Principal Investigator/Project Archaeologist; Patricia oversaw the Class III survey for the project, which involves traffic safety along SR 377 between Heber and Holbrook, Arizona on multijurisdictional lands. These lands includes Apache-Sitgreaves National Forest, Arizona State Land Department, Bureau of Land Management, and private lands. She is also the author of the Class III report.

State Route 95 Intersection at Mohave Road Project; Arizona Department of Transportation Project Archaeologist; Patricia oversaw the Class III survey for the project, which involves improving intersection safety for vehicles at the intersection of SR 95 and Mohave Road approximately 1,000 feet southeast of the Town of Parker limits in La Paz County, Arizona. She is also the author of the Class III report.

State Route 87 Intersection at Ruins Drive Project; Arizona Department of Transportation Project Archaeologist; Patricia oversaw and conducted the Class III survey for the project, which involves improving intersection safety for vehicles at the intersection of SR 87 and Ruins Drive between milepost 134.10 and 134.31 in the City of Coolidge in Pinal County, Arizona. She is also the author of the Class III report and monitoring and discovery plan for the construction phase of the project.

State Route 90 Hatfield Street/East Buffalo Soldier Trail Intersection Improvement Project; Arizona Department of Transportation Project Archaeologist; Patricia addressed comments from Arizona Department of Transportation and Fort Huachuca Military Reservation for the Class III document, and prepared the monitoring and discovery plan for the construction phase of the project. The project is an intersection operational improvement and safety project at the State Route 90 Hatfield Street/East Buffalo Soldier Trail traffic interchange located in Sierra Vista, Cochise County, Arizona.

Hunt and Magma Flood Mitigation, Gantzel Parcel; Pinal County Flood Control District Project Archaeologist; Patricia is the author of the cultural resource inventory document for Phase IV of the Pinal County Flood Control District Flood Mitigation Infrastructure Project. Patricia and her crew surveyed approximately 80 acres and recorded one site and several isolated artifacts on Arizona State Land Department Property for Pinal County.

Education AA, Archaeology, Palomar College, San Marcos, CA BA, Anthropology, California State University, San Diego, CA M.A., Anthropology, CSU San Diego

Registration: RPA #15979


Patricia Powless, M.A., RPA 2 of 2

MCDOT – TT430 Rittenhouse Road Bridge Project Archaeologist/Project Coordinator; Patricia is the cultural resource task lead and author of the Class III report for MCDOT – TT430 Rittenhouse Road Bridge Project. Other tasks included coordinating submittals of the PISA, BE, PJD, and PCN for the Maricopa County Department of Transportation. The project is a bridge replacement project that includes widening Rittenhouse Road and reconstructing its bridge over Queen Creek Wash near the Town of Queen Creek in Maricopa County, Arizona.

Southwest Gas Corporation Project Archaeologist; Patricia is the cultural resource task lead and senior reviewer for the Southwest Gas – Salt River Pima-Maricopa Indian Reservation STUB/INA SVC Retirements Project, in Maricopa County, Arizona. The project required monitoring ground disturbance associated with locating five subsurface, residential natural gas line service drops located within known archaeological sites on the Salt River Pima-Maricopa Indian Community Reservation.

Tohono O’odham Nation Project Archaeologist/Environmental Assessment (EA) Preparer; Patricia is the author of the cultural resource section of the EA and EA preparer for the Design Concept Report for Flood Mitigation on Indian Rural Route 31 in the Cowlic Community of the Sells District. IR 31 is the primary access to the community of Cowlic located 9 miles southwest of Sells within the Tohono O’odham Nation. During even moderate rainfall events, the community is inaccessible due to flooding across IR 31 at several wash crossings just north of Cowlic. This makes general ingress and egress difficult for residents, and also cuts off access for school buses, fire and emergency vehicles. The Nation is looking for the best way to resolve this unacceptable situation by improving the wash crossings sufficiently to provide all-weather accessibility during the 100-year storm.

Town of Greybull, Wyoming Project Archaeologist; Patricia is the author of the cultural resource inventory document for the planned Levee improvements at Dry Creek and Levee Bend located in the Town of Greybull, Big Horn County, Wyoming. The purpose of this inventory is to determine the extent of federal jurisdiction within the study area, which may be subject to regulation by the U.S. Army Corps of Engineers (USACE) under Section 106 of the National Historic Preservation Act.

Motorola Solutions, Inc.; Resolution Copper, Superior, AZ Project Archaeologist; Patricia is the author of the cultural resources inventory report for the proposed construction of an 80-foot self-support public safety communications tower and associated equipment compound. As a result of the cultural resources survey, no sites were located within the APE. However, three historic properties, including the newly listed Chi’chil Biłdagoteel TCP/Oak Flat Historic District is within the visual APE. This project is currently under review by the FCC Federal Historic Preservation Officer.

Motorola Solutions, Inc.; Pinal Peak, AZ Project Archaeologist; Patricia is the author of the cultural resources inventory report for the proposed construction of a 180-foot self-support public safety communications tower and associated equipment compound. As a result of the cultural resources survey, no sites were located within the APE. SHPO concurrence was given for this project.

Motorola Solutions, Inc.; Mammoth, AZ Project Archaeologist; Patricia is the author of the cultural resources inventory report for the proposed construction of a 180-foot self-support public safety communications tower and associated equipment compound. As a result of the cultural resources survey, one previously recorded sites, AZ BB:2:78(ASM), a historic road (historic SR 77) was relocated within the visual APE; however, no adverse effect were found. SHPO concurrence was given for this project.

SWG Pima Road; Scottsdale, AZ Project Archaeologist; Patricia is the author of the cultural resources monitoring report for the Southwest Gas Corporation four-phase project, which included the abandonment of the previous smaller pipeline and the installation of a large high pressure gas line along the east side of Pima Road for a distance of 1.5 miles, salvaging native and endangered plants were boxed and stored in three on-site nurseries for the duration of the construction, and then revegetating the salvaged plants. This was all completed in the vicinity of the Dixileta Site, AZ U:1:97(ASM).


Daniel Fréchette, PhD, PE Soil Engineer/ Geotechnical Engineer

Professional Summary Daniel has been chosen as the Project Manager for this on-call contract based on his over 17 years of transportation experience during which he has successfully performed the duties of project manager, geotechnical engineer, pavement designer, and senior reviewer on a wide range of roadway, highway and transportation projects that range from local roadways to urban highway and interstate highway projects and with budgets in excess of $1 million. He has been involved in more than 75 ADOT projects during his career and managed more than $10 million. This includes serving the role of general engineering consultant with respect to geotechnical and pavement design for ADOT on several projects including the SR 202L-I-10/SR 51 Traffic Interchange to SR 101L Design-Build project and the SR 202L-I-10 to Gilbert Road Design Build Project. His experience includes development of geotechnical proposals, detailed geotechnical scope and cost estimating activities, permit acquisition, planning and execution of site reconnaissance, development of geotechnical exploration and laboratory testing programs, design of pavement sections, foundations to support bridges, earth retaining structures and sound walls, slope stability analysis and review of shoring and proprietary retaining wall design submittals. He is well versed in AASHTO and ADOT geotechnical and pavement design standards.

Relevant Experience ADOT SR 202L South Mountain Freeway – I-10/59th Avenue to I-10/Pecos Road Design Build Final Design, Maricopa County, AZ Project Manager and Geotechnical Lead for Amec Foster Wheeler’s portion of the project. The proposed SR 202 Loop (SR 202L) (South Mountain Freeway) is an approximate 22-mile long freeway that will tie into the existing I-10 (Papago Freeway) near 59th Avenue at the west or north end and into the existing I-10 (Maricopa Freeway) coincident with the Pecos Road alignment at the east or south end. This project includes constructing a six-lane divided highway with high occupancy vehicle (HOV) lanes with a rolling plan and profile including retention/detention basins, embankment fill, roadway cuts (including rock cuts), bridges, retaining walls, sound walls, and box culverts. The project includes approximately 75 bridges including dual 3,000+-foot bridges over the Salt River. This design-build-maintain project is a public-private partnership (P3) and the largest single highway construction contract in Arizona history. The investigation involved characterization of soil and rock units, drilling of more than 800 exploration borings using percussion, sonic, auger and rock-coring techniques to depths of up to 130 feet, excavation backhoe test pits, completion of geophysical surface seismic refraction surveys, geologic reconnaissance, and laboratory testing. Geologic site conditions presented several technical challenges for foundation design, such as shallow groundwater, coarse-grained sand, gravel and cobble alluvium of the Salt River, and a foliated gneiss bedrock. Amec Foster Wheeler performed the drilling program with multiple drill rigs and rock coring field engineers/geologists in order to meet the aggressive schedule demands of the project. The results of the investigation, laboratory analysis and engineering analysis, including foundations in rock, settlement analyses and stability analyses, allowed us to provide recommendations in support of the project.

ADOT SR 202L South Mountain Freeway – I-10/59th Avenue to I-10/Pecos Road – Preliminary, Maricopa County, AZ Project Manager and Geotechnical Lead for Amec Foster Wheeler providing support for the geotechnical investigation for the preliminary phase of the project. The proposed South Mountain Freeway alignment is a 22-mile long roadway segment connecting the I-10 Maricopa segment to the I-10 Papago segment, starting at approximately I-10 and Pecos Road and connecting at approximately I-10 and 59th Avenue within Maricopa County, Arizona. Amec Foster Wheeler provided personnel as support for portions of the preliminary geotechnical field investigation and all of the laboratory testing.

Education PhD, Civil Engineering emphasis in Geotechnical Engineering, Arizona State University

MSE, Civil Engineering emphasis in Geotechnical Engineering, Arizona State University

BSE, Civil Engineering, Arizona State University Registration: AZ PE #37284


Daniel Fréchette, PhD, PE 2 of 2

ADOT SR 303L – El Mirage Road TI, Peoria, AZ Project Manager and Senior Project Engineer for the geotechnical investigation and design for the traffic interchange improvements at SR 303L, an interstate type freeway, and El Mirage Road. The project consisted of two parallel two-span bridge structures founded on drilled shafts at the abutments and spread footings at the piers to elevate the SR 303L over El Mirage Road. In addition to the bridge the project consisted of retaining walls and sound walls founded on spread footings. Pavement design, consisting of both asphaltic concrete and PCCP, was completed for approximately 1 mile of mainline roadway improvements plus ramps in all four quadrants of the TI.

ADOT US 60 (Grand Avenue)/SR 303L TI (Interim), Maricopa County, AZ Project Manager and Project Engineer. The project consists of roadway improvements, bridge widening and construction, retaining and sound wall construction, and detention basin excavation. The roadway improvements along SR 303L consist of approximately two miles of freeway starting about 2,100 feet south of Mountain View Boulevard (Milepost {MP} 118.14) and extending about 4,400 feet north of US 60 (MP 120.10). In addition, asphalt rubber-asphaltic concrete friction course (AR-ACFC) will be placed from MP 116.05 to MP 118.14. The roadway improvements along US 60 consist of approximately 4,000 feet of freeway starting about 1,500 feet east of the traffic interchange (MP 138.80) and extending to the west end of the project located at the east end of the McMicken Outlet Channel bridge (MP 138.07). The existing SR 303L will be widened with three lanes of traffic in each direction, which will cross over the US 60 and BNSF Railroad (RR) by means of a four-span bridge that will be widened to a total width of 200 feet. Ramps will be constructed as a partial cloverleaf in the southwest and southeast quadrants of the traffic interchange. We performed a geotechnical investigation to provide recommendations for bridge structures, retaining and sound walls, and PCCP and AC pavement design.

ADOT SR 202L - I-10 to Gilbert Road - Design Build – Oversight, Maricopa County, AZ Geotechnical Lead and Project Manager. Geotechnical Engineer for the ADOT Oversight Team reviewing all geotechnical aspects of the project including geotechnical reports for bridge and wall foundations, pavement design, materials design memorandums, and associated plan sheets. The project consisted of constructing approximately 10 miles of HOV lanes including a two directional HOV flyover bridge (S-E/W-N) beginning at Chandler Boulevard on I-10/Santan Freeway TI and a two directional HOV flyover bridge (S-E/W-N) beginning at Frye Road to Santan Freeway at the Price/Santan TI, widening the SB Price Road Bridge and retaining walls. The project required quick reviews (7-10 days) and working closely with the contractor and the design engineers to keep the project moving forward.

ADOT SR 24 – Gateway Freeway – SR 202L to Ellsworth Road, Maricopa County, AZ The project consists of roadway improvements associated with the construction of Phase I of the system traffic interchange between SR 24 and SR 202L. The construction includes directions ramps between SR 24 and SR 202L as well as the segment of SR 24 from SR 202L to Ellsworth Road. The improvements consisted of seven bridges with two bridges over ½ mile long. AMEC performed a full-scale drilled shaft load test to optimize the drilled shaft design and reduce construction costs. The roadway improvements included design of asphaltic and Portland cement concrete. The project included the design, performance and analysis of a full-scale drilled shaft load test that resulted in over $1 million savings to the project.

ADOT SR 202L - I-10/SR 51 TI to SR 101L - Design Build – Oversight, Maricopa County, AZ Geotechnical Lead and Project Manager. Geotechnical Engineer for the ADOT Oversight Team reviewing all geotechnical aspects of the project including geotechnical reports for bridge and wall foundations, pavement design, materials design memorandums, associated plan sheets, and review of MSE wall designs and plans. The project corridor was 10 miles long and consisted of adding one to two general purposes lanes in each direction and auxiliary lanes at various locations throughout. The additional lanes required the widening of 24 bridges. In addition, 35 retaining walls were required ranging in length from 45 to 1,800 feet in length with a total length of 4.4 miles and a maximum height of 34 feet. The project required quick reviews (7-10 days) and working closely with the contractor and the design engineers to keep the project moving forward.

ADOT SR 303L: Happy Valley Parkway to Lake Pleasant Parkway, Peoria, AZ Project Manager and Project Engineer. Responsible for all geotechnical aspects of the project including foundation recommendations for 15 bridges, including one over the Agua Fria River, along the SR 303L alignment and pavement design for more than 7.5 miles of new roadway construction, which consisted of four general purpose lanes, two in each direction of travel. The project was along new roadway alignment in rugged terrain requiring multiple drilling techniques to access and obtain the necessary information. We utilized geophysics and soil coring to better estimate earthwork factors to reduce the contractor’s uncertainty and thereby reducing construction costs associated with the excavation of more than 4.3 million cubic yards and placement of more than 2.6 million cubic yards.

ADOT SR 51 High Occupancy Vehicle Lanes – Shea Boulevard to Junction SR 101L, Phoenix, AZ The planned SR 51 HOV lanes extend from Shea Boulevard (Milepost {MP} 9.5) to the Pima Freeway (SR 101L) (MP 15.77) in Maricopa County. The study area has a total length of approximately seven miles along SR 51 and SR 101L. The objective of the project is to extend the SR 51 HOV lanes from Shea Boulevard to SR 101L within the existing open median and to provide a new HOV directional ramp connection between SR 51 and SR 101L (to the east) at the SR 51/ SR 101L system traffic interchange (TI). The HOV directional ramp is comprised of a segment of embankment fill and three (3) bridge structures.


Tony Freiman, PE Soil Engineer/ Geological Engineer

Professional Summary Tony has 31 years of consulting geotechnical engineering experience and has served as the geotechnical engineer for numerous private, commercial, public infrastructure and mining projects, primarily in Arizona and Nevada. He has experience in the design and construction of shallow and deep foundations, both in soil and rock. He has also designed earth retaining walls, both for permanent construction and for temporary shoring. His expertise includes the evaluation of earthen and rock slopes and in the design of flexible and rigid pavements.

He has considerable work in the transportation sector in both urban and rural highway construction, including projects for highway pavements, bridge structures and grade separation structures. He has worked on projects for the Arizona and Nevada Departments of Transportation (DOTs) and for the Central Federal Lands Division (CFLD) of the Federal Highway Administration (FHWA). Tony was the project Geotechnical Engineer on the first designated CFLD design-build project, which replaced seven bridges for the US Forest Service.

Relevant Experience ADOT US 60, Pinto Creek Bridge, Gila County, AZ Geotechnical investigation, site characterization and development of geotechnical-related design criteria for a bridge replacement. The project will include the replacement bridge structure, a retaining wall and evaluation of rock cuts. Scope elements included geologic mapping, 11 refraction seismic surveys, multiple drill rigs, 12 helicopter-assisted rock core borings, optical televiewer, piezometer installation, stereographic analyses, rockfall containment ditch design utilizing Colorado Rockfall Simulation Program (CRSP), and subsurface foundation recommendations.

Local Street Improvements, Colorado Street, O’Neil Drive and Bisnaga Street/Casa Grande Avenue, City of Casa Grande, AZ Colorado Street was widened to a 24-foot wide paved roadway. Shallow utilities present along the street placed restrictions on drainage improvements and subgrade improvements. The improvements to Bisnaga and Casa Grand Avenue included a 24-foot wide paved roadway and 8-foot wide ditches on each side of the road, meeting a rural, local road typical section.

ADOT I-17 – Jomax Road to SR 74; SR 303L/I-17 TI – Phase I, Phoenix, AZ Pavement Designer for the planned roadway improvements along I-17 from approximately 2,000 feet south of Jomax Road to SR 74 and ramps for a future SR 303L/I-17 TI at the Lone Mountain Road alignment.

ADOT Carefree Highway Traffic Interchange, Phoenix, AZ Project Geotechnical Engineer and Pavement Designer for the partial reconstruction of the traffic interchange. A new underpass structure was constructed for the eastbound lanes of SR 74 over I-17. The project included the use of a reinforced soil slope (RSS) to stage the bridge foundation construction.

ADOT US 93 Various Projects, Mohave County, AZ Project Geotechnical Engineer and Pavement Design Engineer for the improvement of various sections of US Highway 93. Design Sections have included Tompkins Canyon, McGarry’s Wash and SB Ranch Road. Geotechnical Engineer for the Hoover Dam to Milepost 17 Section and for the Design Concept Report (DCR) of the reconstruction of the I 40/US 93 System Interchange in Kingman, Arizona. For several of these sections, the design considered the ultimate limited access highway configuration that will meet the I-11 Interstate Highway design criteria.

ADOT I-17/I-40 System Interchange, Flagstaff, AZ Project Geotechnical Engineer and Pavement Designer for the total reconstruction of the Interstate Highway system interchange. The project was designed and constructed in two phases. The E-N ramp was fully excavated below the S E ramp. The W-S flyover ramp and associated retaining wall was supported on spread-type foundations and drilled shafts bearing on or within intact Kaibab limestone. Large diameter drilled shaft foundations were used to support the E-S ramp

Education BS, Civil Engineer, University of Arizona

Graduate Level Courses in Geotechnical Engineering, Arizona State University

Professor J.L. Briand’s Short Course on Pressuremeters & Cone Penetrometers, Texas A&M University



Tony Freiman, PE 2 of 2

and the Lake Mary Road bridges. The Phase 1 pavements were primarily Portland cement concrete, while the Phase 2 pavements were asphaltic concrete.

ADOT Santan Freeway (SR 202L), Baseline Road to Elliot Road, Mesa, AZ Project Geotechnical Engineer and Pavement Designer for this two-mile segment of the ADOT urban freeway system. This design section was one of the first to include an asphalt rubber friction course (AR-ACFC) as part of the original pavement design. Criteria for the AR-ACFC pavement smoothness, placement methods and pavement mix were incorporated into the project specifications.

ADOT SR 143, Sky Harbor Boulevard Traffic Interchange, Phoenix, AZ Project Manager. Geotechnical engineering and pavement design services were provided for the reconstruction of a fully directional traffic interchange. The project had several challenging geotechnical issues, including shallow, steeply-dipping bedrock of variable composition and a groundwater table that varies in response to flows within the adjacent Salt River. The foundations for the planned new structures were evaluated using Load and Resistance Factor Design (LRFD) methodologies. The geotechnical investigation activities were permitted and performed to minimize disruptions to the roadway users and Phoenix Sky Harbor International Airport flight and parking operations.

ADOT SR 260, Camp Verde Section, Camp Verde, AZ Project Geotechnical Engineer for 2.8 miles of new highway construction to relocate SR 260 through Camp Verde, Arizona. The project includes the I-17 traffic interchange and a new bridge over the Verde River.

City of Phoenix, Deer Valley Water Treatment Plant, 31st Avenue and Dunlap Avenue, Phoenix, AZ Project Manager. Since the original construction of the facility in 1961, Amec Foster Wheeler has been providing geotechnical engineering services for the Deer Valley Water Treatment Plant project. In 2005, a portion of the existing facility was demolished and a new 200 million gallon per day plant was constructed. Services provided included the vertical limits of a collapsible soil strata identified with a program of test drilling around and within the water treatment basins and design criteria for a tied-back secant shoring wall developed to allow excavation of up to 40 feet immediately adjacent to the remaining western portion of the plant to remove the unsuitable collapsible soils. Criteria for the allowable deformation of the retaining wall system were developed. Amec Foster Wheeler was also involved when the eastern portion of the plant was demolished. Deformation and vibration tolerances were developed and structural monitoring was performed by Amec Foster Wheeler with the goal of having no impacts to the remaining western half of the facility. Developed soil cement design criteria and technical specifications to replace the unsuitable soils. Provided post design geotechnical engineering services and a portion of the materials testing and CQA services. Other geotechnical engineering services provided included a perimeter security wall and an evaluation of fresh water storage reservoirs.

Tucson Electric Power, Springerville Generating Station Expansion, Springerville, AZ Project Manager. Provided geotechnical engineering services in support of the design and construction of a new Unit 3 and upgrading the emission control equipment and other existing facilities at Units 1 and 2. Plans call for upgrading existing sulphur dioxide scrubber systems and installing improved low-nitrogen oxide burners on those units. Included in the services that were provided were the geotechnical test drilling and laboratory testing to support the foundation design and quality assurance testing of soils, concrete and steel. Geotechnical engineering design services for the Dry Flue Gas Desulfurization upgrades on Units 1 and 2 were provided. Additional engineering services are being provided for the design and CQA of the water supply reservoirs and pipeline. Amec Foster Wheeler had previously provided geotechnical engineering services for the original construction of Units 1 and 2 and the design of the expansion of the fly ash and bottom ash landfill.

Flood Control District of Maricopa County (FCDMC), Camelback Ranch Levee South, FEMA Certification, Maricopa County, AZ Project Manager. FEMA requested that the 3,700-foot long, 20-foot high levee, located along the east bank of the Agua Fria River, be investigated and reaccredited as meeting the criteria of 44 CFR 65.10. Amec Foster Wheeler was retained by the FCDMC to evaluate, through engineering studies and calculations, if the structure is acting as a levee to certify that the structure was compliant with the established FEMA levee criteria. Tasks included collection and review of existing data, slope stability and seepage engineering analyses and completion of field reconnaissance to demonstrate that the requirements of 44 CFR 65.10, embankment and foundation stability, and settlement, were being met.

Laughlin Air Force Base, EEC, Repair of Sewage Lagoon Design Services, Val Verde County, TX Project Manager. Engineering design and environmental permitting services provided for the proposed repairs to Lagoon 2 and Lagoon 3. During the design phase of the project, construction drawings, technical specifications, a construction quality control plan, design schedules and material quantity estimates were provided. An application package was prepared and submitted to TCEQ for notification and review. A Stormwater Pollution Prevention Plan (SWPPP) was developed for the construction activities. Construction quality assurance (CQA) services were provided during the earthwork and geomembrane liner installation construction activities.


Wayne Harrison, PG, CEG Geologist

Professional Summary Wayne is a senior geologist experienced in identifying and mitigating geologic, geotechnical and hydrotechnical hazards for highway, mining, dams, bridge, building, water and infrastructure projects. He is licensed in Arizona and California as a Professional Geologist, and is certified in California as both Certified Engineering Geologist and Certified Hydrogeologist. He specializes in leading and supporting multidiscipline teams to solve client’s problems involving earth, environment, and infrastructure.

Wayne’s technical interest and expertise is identifying and characterizing critical aspects of the site geology, to evaluate and address potential geologic hazards as early as possible in the design and permitting process, including slope stability, rockfall, landslides, adverse soil conditions, geomorphology, and potential for seismic damage from ground shaking, liquefaction or earthquake fault surface rupture. He provides emergency response consultation when client facilities are affected by natural geologic events and processes or man-induced earth materials failures. Wayne offers experienced and versatile project team leadership.

Relevant Experience ADOT Geotechnical Investigation, Design of US 93 Wickenburg-Kingman Highway, Carrow to Stephens Segment Widening, Mohave County, AZ Task Lead and Senior Geologist for a geotechnical investigation of a 3.5-mile highway widening and realignment along the western edge of the Big Sandy River, crossing Gunsight Canyon Wash, and through rugged sedimentary bedrock ridges that will require up to 100-foot cuts. Project included track-mounted and helicopter-assisted exploratory geotechnical drilling, geologic mapping, seismic refraction surveys, and backhoe test pits along the alignment and a report of findings in support of the 4-lane divided highway design. Existing cut slope performance was documented and evaluated. The alignment crosses the western edge of the Big Sandy Floodplain and the new roadway embankment will require bank protection to protect the roadway from surface water flows along the Big Sandy River.

MCDOT 35th Avenue, Carver Road to Elliott Road, Maricopa County, AZ Project Geologist. Conducted geotechnical investigation for proposed roadway widening. The project included a 28-foot cut into bedrock, lab testing, geologic reconnaissance, seismic surveys, stability analyses, rock coring, and geotechnical recommendations for pavement design.

Freeport McMoRan Copper and Gold, SR 191 Realignment Geotechnical Feasibility Evaluation, Morenci Mine, Morenci, AZ Lead engineering geologist for a geotechnical feasibility and fatal flaw study of a major 20-mile highway realignment through remote mountainous terrain to relocate highway outside future Morenci mine footprint. Project included helicopter-assisted geotechnical reconnaissance, on foot field verification of geologic mapping and geologic hazards identification along the alignment and report of findings with suggested mitigation and/or alternative alignment recommendations. Identified landslide and rockslide hazards and developed a subsurface investigation scope of work. Performed extensive rockfall study involving helicopter and ground reconnaissance and numerical modeling using Rockfall software to evaluate 25 roadway ditch catchment design profiles along a two mile segment through a steep and narrow canyon prone to very large rock falls from 1 to 7 meters in diameter.

Jamaican Ministry of Transport and Works (c/o China Harbour Engineering Company), Third-Party Review of Geotechnical Investigations and Slope Stability, Mt. Rosser Bypass, St. Catherine Parish, Jamaica Senior engineering geologist for third-party critical review of previous geological and geotechnical investigations to provide opinion on the adequacy of the design reports to address potential geologic and geotechnical hazards to a major highway facility under construction as a part of a north-south connector route in east-central Jamaica. The project involved interpretation of aerial imagery, review of past reports and geologic maps, written professional opinion on adequacy of the existing conceptual geologic model and discussion of significant data gaps, and recommendations for future investigation. The review and opinion provided a qualitative geologic hazards risk assessment as a framework to guide and inform high-level corporate liability and risk management decision making.

Education BS, Geosciences, University of Arizona

Registration: AZ PG #42910 CA CEG #2168


Wayne Harrison, PG, CEG 2 of 2

ADOT Design of Rockfall Debris Removal and Rock Slope Mitigation - SR 69, Prescott Area of Yavapai County, AZ Senior engineering geologist for the site inspection and development of design plans, specifications, and construction cost estimate for debris wall clean-out and rock slope mitigation. This project involved a road cut 60 to 100 feet in approximate height exposing a rock face over-steepened and prone to continued toppling, block, or wedge failures, and differential erosion resulting in rockfall and slope wash debris collecting behind the wall. Portions of the associated rock fall catchment retaining wall, approximately 4 to 20 feet in maximum height and 620 feet in length, had been completely in-filled with debris, and required maintenance to re-establish the storage capacity of the catchment located near Mile Post 300± on the north side of SR 69.

ADOT Geotechnical Investigation and Design of Emergency Slope and Embankment Repairs, SR 87 Landslide Remediation, Slate Creek Area of Gila County, AZ Senior engineering geologist for geological and geotechnical investigation of the March 21, 2008, landslide that involved a landslide-induced failure of a 2.5H:1V road cut 100 feet in height that damaged and closed a main arterial highway to northeastern Arizona. The project involved site reconnaissance and field observations and analysis of remedial alternatives involving close cooperation with ADOT and the US Forest Service. The landslide was mapped with aerial color and infrared photogrammetry and surficial geologic mapping. The subsurface characterization involved drilling of 50 borings using a combination of hollow-stem auger, sonic, and mud-rotary methods. Fifty inclinometers were installed to monitor slope movements using collocated traditional casing and time-domain reflectometry (TDR) cable instrumentation. Hydrogeologic assessment involved design and installation of a network of vibrating-wire groundwater piezometers to continuously monitor and record groundwater conditions affecting the slide using data loggers. The project involved initial response activities through design of permanent repairs such as field-directed temporary construction repairs including cut slope lay-backs to 3.5H:1V, analysis of permanent slope repair and landslide remediation alternatives, design of drilled shaft wall landslide remediation, development of design plans, specifications, and construction cost estimate for permanent repair of cut slopes and slope mitigation. Designed horizontal drain arrays and conducted supervision of 24-hour horizontal drilling operation to depressurize and remove perched groundwater within landslide mass. Led the development of landslide model in SLOPE/W to facilitate mitigation design. Also created a GIS-based reconnaissance-level landslide inventory map for a project assessment and corridor study to evaluate possible alternative highway alignments covering 29 square kilometers in the Mazatzal Mountains of central Arizona.

Valley Metro Rail Geotechnical Investigation, Northwest Light Rail Transit Extension, 19th Avenue, Phoenix, AZ Senior engineering geologist on the geotechnical investigation portion of the LRT extension project. The project involved geotechnical design and investigation consisting of more than 70 soil borings over approximately 3.2 miles of track corridor, including catenary pole foundations, parking structure, and train and power stations.

ADOT Geotechnical Investigation, SR 74 Carefree Highway Passing Lanes, Lake Pleasant Area of Maricopa County, AZ Senior engineering geologist for the geotechnical investigation for roadway cuts and fills associated with the design and construction of passing lanes and northerly road widening. This project involved a road cut 45 feet in approximate height exposing quaternary stream terrace deposits and tertiary sediments. A geologic cross-section was developed to evaluate proposed 1.5H:1V cut slope stability adjacent to a high-voltage electrical transmission tower.

ADOT Final Geotechnical Investigation, SR 202L Bridge Widening - Washington Street Overpass and Mill Avenue Viaduct, Phoenix and Tempe, AZ Senior engineering geologist on the final geotechnical investigation for the 202L bridge widening. This project involved developing geotechnical design, investigation, and reporting for the final design widening of the bridge structures with both spread footings on granitic bedrock and drilled shaft type foundations in softer sedimentary rock formations of the sand, gravel cobble layer, and Tempe beds formation. The drilling program involved sampling the rock core to depths of 95 feet below ground surface, and hydrogeologic evaluation utilizing groundwater piezometer installation and monitoring, and review of groundwater data from nearby Tempe Town Lake on the Agua Fria River.

ADOT Rockfall Containment Repair for I-15, Littlefield Area of Mojave County, AZ Senior engineering geologist on the I-15 rockfall containment project in the Virgin River Gorge area of northeastern Arizona. The project involved developing design plans and standard specifications to repair the wire-mesh rockfall containment system on 3:4 (h:v) inclination metasedimentary rock cut slopes ranging from 200 to 300 feet high. Designed rock anchors and edge cables to restrain wind-induced movements and mitigate current and future damage to the wire mesh rockfall slope protection.


Carl Heerup, PE, SE Structural Engineer

Professional Summary Carl brings 39 years of experience in engineering with emphasis in structural engineering and construction management. Throughout his career, his roles have included structural engineer, construction manager, construction group leader, and his current role as Associate Structural Engineer. Carl’s structural engineering acumen and owning his own company for the last 13 years performing on construction management, civil and structural projects will be invaluable to this important project.

Relevant Experience Palm Valley WWTP Expansion, Liberty Utilities, AZ Structural Engineer for $16,000,000 expansion of this Sequenced Batch Reactor Plant. Work included 2 new, underground, reinforced concrete SBR tanks, with masonry blower building, operations building, and odor control facility mounted on top.

Airport Water Treatment Plant Expansion, City of Prescott, AZ Resident Engineer for construction of $35,000,000 expansion of this active plant. Work included modification of existing nitrification/ de-nitrification facilities, addition of aeration basins and secondary clarifiers, replacement of headworks and influent pump stations, including equalization basin, and replacement of disinfection and effluent pumping facilities. Work included review of design documents and value engineering.

Water Reclamation Facility Expansion, City of Avondale, AZ Resident Engineer for $40,000,000 expansion of this active plant. Work includes modification of existing nitrification/ de-nitrification facilities, addition of primary clarifier and anaerobic digestion systems, replacement of headworks and influent pump station, including equalization basin, and replacement of disinfection and effluent pumping facilities.

Sky Harbor Airport Terminal 3 Fuel Spill Corridor, Phoenix, AZ Structural Engineer for design-build project to modify storage and office building to accommodate improved fire-fighting access.

Grand Canyon National Park Airport Water Collection, Storage, and Treatment, AZ Resident Engineer/ Structural Design Engineer for construction of $4.2 million expansion and improvements to water system. Work included lining of catchment basins, construction of two 1,000,000 gallon storage reservoirs, installation of a package treatment plant, and of pumping facilities, transmission and distribution lines, and conversion of toilet facilities and landscape irrigation from potable to recycled water.

Palm Valley WWTP Equalization Basin Evaluation and Repair, Liberty Utilities, AZ Structural Engineer for condition evaluation of concrete Basin, including its pre-cast roof and supported masonry building housing treatment equipment. Follow-on contract to design and supervise repairs to a structure severely damaged by H2S corrosion. Work included replacement of lost concrete, external reinforcing with carbon fiber, and external reinforcing with reinforced concrete.

Wishing Well WWTP Aeration Basin Repair, Epcor Water, AZ Structural engineer for inspection, evaluation and repair design and construction management for precast treatment basins.

Condominium Construction Deficiency Remediation, Villas at Savona, Phoenix, AZ Structural and Civil Engineer for work to alleviate construction deficiencies for an 84-unit condominium development. Analyze effects of deficiencies, design remediation, inspect work in progress, adjust design on-the-fly as needed to accommodate hidden conditions. Repairs included stabilization of foundation, using underground pressure grouting, repair and stabilization of floor slabs, and site drainage improvements.

Education MS, Structural Engineering, University of California, Berkeley

BS, Civil Engineering, University of California, Berkeley

Registrations: AZ PE #29420 AZ SE #40290


Carl Heerup, PE, SE 2 of 2

City of Avondale Solids Handling Facility, AZ Project Manager/ Structural Engineer for design and construction of a $2.2 million centrifuge facility, including building, pumping systems, and wet-scrubber odor control system.

City of Phoenix Lift Station and Pipeline, AZ Resident Engineer for $4.7 million construction of sewage lift station and 4 miles of dual 14” forcemain. Work included pumping system, wet-scrubber odor control system, biocide injection system, emergency generator, along with instrumentation, control, and security systems.

City of Glendale Arrowhead Ranch Water Reclamation Facility Expansion, AZ Resident Engineer for third-party CM of $17 million expansion and upgrade. Work included conversion to nitrification/de-nitrification activated sludge process, conversion to air-lift filter process, and conversion to ultra-violet disinfection process, improvements to electrical service, installation of emergency generation system and installation of new sludge pumping facilities and wet-scrubber odor control system.

Seismic Repair of Dirigible Hangar #3, Moffett Field, CA Project Manager/ Construction Manager for design and construction of repairs to this historic, 1930’s timber structure, which had been damaged in the Loma Prieta Earthquake.

Structural Repair of 7x10 Wind Tunnels, Moffett Field, CA Project Manager/ Structural Engineer/ Construction Manager for the design and construction of repairs to two steel-framed, steel-plate wind tunnels.

Repair and Rehabilitation of Building N-215, Moffett Field, CA Project Manager/ Construction Manager for the construction of HVAC, and fire suppression and alarm systems, improvements to the neutral buoyancy space suit test facility, and reroofing of this converted hangar, now an office/ research facility.

Elevated Water Storage Tank Rehabilitation, City of Douglas, AZ Prime Design Engineer and Construction Manager for $400,000 rehabilitation of a 600,000 gallon riveted steel water tank. Work included structural repairs, replacement of substandard ladders, hatches, and vents, and re-coating of interior.

Marley Park Well No. 2 Construction, Surprise, AZ Structural designer for wellsite construction. Work included Wellhead, equipment supports, steel shade canopy, and 8' masonry site wall and gates.

FMI Mill Header Replacement Project, Platforms and Catwalks, Bagdad, AZ Fabricator's engineer to perform detailed design and shop drawings for equipment and personnel platforms and walkways.


David Rosenberg, RLA Landscape Architect

Professional Summary David has over 24 years of experience in landscape architecture, of which the past 16 years have been in Arizona. He has specialized in the design of commercial projects of varying complexities, the goal being the integration of the various site and landscape design elements into a unified project.

Relevant Experience Papago Buttes Corporate Plaza Phase II, Tempe, AZ David was a member of the project design team, and acted as the project manager for development of the hardscape and landscape for this $ 4 Million Courtyard, as well as the exterior hardscape and landscape for the phase II office building. His responsibilities consisted of overseeing the implementation of the landscape and hardscape design on the project. This entailed creating the hardscape design and layout plans, courtyard construction detailing, landscape planting plans, coordination of the exterior site lighting, grading and drainage for the project, water feature design, misting system layout, and communication between all members of the team.

Hayden Ferry Lakeside, Tempe, AZ Hayden Ferry Lakeside is a multi-phased mixed use project consisting of three office buildings ranging from 8-12 stories high, retail buildings, along with below grade parking for each building and an above grade parking structure. David’s responsibilities for Phases II and III were to prepare the construction documents for the hardscape, landscape, and irrigation system on the project. It was his responsibility to interpret the design for the project, keeping the integrity intact, while preparing the construction plans for the hardscape paving design, pedestrian hardscape features, landscape planters, planting and irrigation plans.

Esplanade Place Condominiums, Phoenix, AZ The Esplanade Place Condominium project consisted of a 13-story, high end condominium tower and underground parking garage on a 1-acre site in conjunction with the Esplanade’s urban office setting. The primary exterior facilities consisted of a drop-off car court, dining patio, and roof top pool with event patio. David was a project team member, and Landscape Architecture project manager for the project. His primary responsibilities were for the design of the perimeter landscape plantings, and decorative pot layout for the over structure areas like the car court, patio, and roof top pool area. In addition, the design and construction document preparation for the pedestrian hardscape areas and features were David’s responsibilities.

Bank of America Cash Vault, Tempe, AZ The Bank of America Cash Vault is a Gold Level LEED’s certified project, which uses very low water landscape concepts as its design ideal. The incorporation of native plants and cactus creates the sense of being in the Sonoran Desert. By using these types of plants and cactus in large regularly shaped masses we created a strong, cohesive landscape appearance. This was all accomplished while still being well below the water use minimums for LEED’s certification. It was David’s responsibility to create the design concept for the landscape, preparing the planting and irrigation plans, along with the documentation for the LEED’s certification.

City of Chandler On-Call, Chandler, AZ David is the Project Manager providing landscape architecture services for various roadway improvement plans for the City of Chandler. Projects include median and landscape improvements for Price Road and Germann Road. Various intersection improvements are also integrated into the improvement plans being developed.

Avondale Elementary School District, District Office & Maintenance/Facility, Avondale, AZ David is the Project Manager providing landscape architectural and irrigation design services for these projects which are integral pieces to an existing Elementary School District Campus. The New District Office resides upon a parcel that is approximately 2-acres in size. The landscape areas on site were very limited, thus special attention had to be paid to species selections due to the limited space. The Maintenance and Transportation Facility is directly adjacent to a special education academy. The blending of the edges between these two facilities was imperative as was the screening from the academy and adjacent apartment complex into the site. The irrigation system was designed to be integrated into the

Education BLA, Landscape Architecture/University of Illinois Registration: AZ RLA #35536


David Rosenberg, RLA 2 of 2

existing system which is fed by an existing well and pump. He coordinated and prepared the design plans and sketches as well as prepared the constructions documents for this project. He also coordinated the redesign of the irrigation system for the campus to be completely automated.

Price Road Improvements (Loop 202 – Germann Road), Chandler, AZ David is the Project Manager and Landscape Architect for the landscape plantings, reclaimed irrigation system design, site signage design, and artistic element design for this approximately one-mile stretch of Price Road.

Scottsdale Road /Thunderbird Road Drainage Improvement Project, Scottsdale, AZ David provided Landscape Design for the City of Scottsdale and the Maricopa County Flood Control District to improve the intersection of Thunderbird Road with Scottsdale Road, realigning 73rd Street and implementing Scottsdale Road drainage improvements from Thunderbird Road to Sweetwater.

51st Avenue Intersection Improvements, Glendale, AZ As part of the Glendale Onboard Bond Issue, Amec Foster Wheeler was selected to perform intersection improvement design for the 51st Avenue intersections, and David provided all landscape architecture services as part of this team.


Miguel Guzman, PE Construction Manager

Professional Summary Miguel has more than 25 years in civil engineering, mostly in construction management. He obtained his civil engineering degree from Universidad La Salle, Mexico in 1987 and was involved in a wide range of projects from structural concrete retrofit projects, as well as public housing projects in Mexico. He also has more than seven years of working experience with the Arizona Department of Transportation (ADOT) in several capacities including field inspector, Engineer-in-Training and Resident Engineer. In 2006, he achieved the Professional Engineer (Civil) certification in the State of Arizona.

Miguel’s most recent ADOT experience included working for three years as a Resident Engineer for ADOT’s Phoenix Construction District where he provided construction management for several roadway improvement projects such as bridge widening, quiet pavement projects and freeway widening. The work included providing technical direction to inspection staff, reviewing and approving traffic control plans, managing contractor’s requests for information (RFIs), provide clarification or interpretation of Project Contract Documents, creating and processing change orders, etc. The position required management of varying skill levels of employees, and working closely with design teams during actual construction of the project. He managed contractor in the construction of projects before, during and post construction. His duties included approval of schedules, submittals, testing, reporting, monthly pay estimates and worked on finalizing projects.

Relevant Experience CFL/FHWA Several projects in Arizona and California Contracting Officer Technical Advisor (COTA). Performed construction management tasks and quality assurance inspections, materials sampling and testing for projects in federal owned lands; the referred projects involved geotextile reinforced embankment, aggregate base, asphaltic concrete pavement, micropiles, concrete abutments, precast girders, concrete deck, partially-grouted riprap, etc.

Tucson Electric Power Co., Springerville Generating Station access road reconstruction, Springerville, AZ Resident Engineer. Performed construction administration and quality assurance management in the reconstruction of 12.3 miles of asphalt concrete pavement road including guardrail reconstruction, subgrade repairs, erosion control and traffic control. The tasks included the supervision of field technicians, review and approval of submittals, review and ensure the materials sampling and testing requirements, provide technical advice and serve as liaison between the design team and contractor, maintain the project files, etc.

Arizona Department of Transportation (ADOT), US60 Widening from I-10 to Loop 101, Tempe, AZ Resident Engineer/Org Manager. The project included roadway excavation and embankments, geogrid and geofabric, concrete removals, utility relocation, soil nail walls, Portland Cement Concrete Pavement (PCCP), AR-ACFC, complex traffic control coordination, etc. As Org manager his responsibilities also included the management of the Org’s fleet, training coordination, staff meetings, performance reviews, coaching and mentoring.

ADOT, SR 87 Widening - Four Peaks, AZ Resident Engineer/Org Manager. This project involved roadway excavation, earthwork embankments, concrete box culverts, drainage pipe, and aggregate base, new asphaltic concrete pavement including AR-ACFC, erosion control permanent applications and a new three-span bridge structure on Bush Highway over SR 87. This project also included a very close involvement by the Tonto National Forest.

ADOT, Quiet Pavement 10, AZ Resident Engineer/Org Manager. The scope of this work was the application of a 1” overlay of rubberized asphalt friction course (AR-ACFC) on several sections of the Regional Freeway System as well as the repairs of some existing conditions on the Portland Cement Concrete Pavement (PCCP). This project involved the repair of spalled areas with special products (Delpatch), replacement of structural metal deck joints (Strip seal and compression seal) and the application of 1” overlay of new AR-ACFC and pavement markings. It also involved close coordination with other projects and

Education BS, Civil Engineering, Universidad La Salle

Degree, Construction, Universidad Nacional Autónoma de Mexico Registration: AZ PE #44699


Miguel Guzman, PE 2 of 2

municipalities regarding traffic control restrictions. The project was located on I-10 from Ray Road to Wild Horse Pass, I-10/SR 202L TI, SR 143 and Loop 101 at Camelback Road.

ADOT, Quiet Pavement 9, AZ Resident Engineer. The scope of this work was the application of a 1” overlay of rubberized asphalt friction course (AR-ACFC) on several sections of the Regional Freeway System as well as the repairs of some existing conditions on the Portland Cement Concrete Pavement (PCCP). This project involved the repair of spalled areas with special products (Delpatch), replacement of structural metal deck joints (Strip seal and compression seal) and the application of 1” overlay of new AR-ACFC and pavement markings. It also involved close coordination with other projects and municipalities regarding traffic control restrictions. The project was located on I-10 from 19th to 27th Avenue, I-10/I-17 TI (Stack Interchange), I-10/202L TI and US 60 from Signal Butte to Siphon Draw. The coordination of this work was particularly complex since the nature of the paving operations required the full closure of sections of the freeway in the downtown area and very close communication with major stakeholders was imperative.

ADOT, Higley Road TI Improvements, AZ Resident Engineer. The scope of this project was the widening of the Higley Road overpass at US 60.This project was located on City of Mesa and involved the removal of existing concrete overhang, installation of box girders, new concrete deck, concrete barrier, pedestrian, safety fence, etc. The project also included the widening of some sections of Higley road, curb and gutter, sidewalk, aggregate base, AC pavement, new traffic signals and roadway lighting.

ADOT, Ray Road TI Widening, AZ Resident Engineer. This project was located on the City of Chandler and involved the construction of new piers, installation of AASHTO girders, new reinforced concrete deck, roadway excavation and embankments, cast in place retaining walls, aggregate base, curb and gutter, sidewalks and the installation of new traffic signals.

ADOT, US 60 Salt River Canyon Truck Escape Ramp, Globe District, AZ Engineer-in-Training/Field Inspector. As part of the EIT program rotation, Miguel assisted as a field inspector on the construction of the referred escape ramp located on US 60 for the Globe District. The project scope was the construction of an aggregate-based arrestor bed escape ramp on US 60 MP 290, roadway excavation, soil nails, shotcrete wall, the construction of concrete barrier and guardrail as well as traffic control. The project was located within the boundaries of the San Carlos Apache Indian Reservation and had to comply with the TERO office requirements. He was directly involved in the inspection and acceptance of soil nails, shotcrete, concrete barrier and traffic control.

ADOT, SR 85 Lewis Prison TI, Yuma District, AZ Field Construction Technician IV. The scope of this project was the construction of new roadway alignment of SR 85 at MP 138 including the construction of two single span bridges, concrete box culverts, pipe culverts, etc. As a Field Inspector, Miguel was responsible for inspection of the concrete structures. The project involved roadway excavation, concrete box culverts, drainage pipe, drilled shafts and the construction of two new bridges over Lewis Prison Road.

Maricopa County Waste Resources & Recycling, Gilbert Landfill Drainage Improvements, Gilbert, AZ Lead Quality Assurance Inspector. Performed construction oversight and quality assurance for the installation of 173,000 SF of HDPE Geomembrane at the Gilbert Landfill Facility; the scope of work included subgrade acceptance, material certificates reviews, liner placement, review and acceptance of destructive and non-destructive tests, samples logs, as-builts and final reporting.

Minera Media Luna, Proyecto Morelos, Nuevo Balsas, Gro., Mexico Resident Geotechnical Engineer. Performed construction oversight and quality assurance efforts for the construction of 7 rock embankment dams for site water management and the commissioning tailings impoundment dam. The project includes source exploration, blasting, quarry development, aggregate production, crushing operations, HDPE geomembrane, flow-through drains, material testing, etc.

Endeavour Silver, Refinadora de Plata Guanacevi, Guanacevi, Dgo., Mexico Field Engineer. Performed the quality assurance inspection and documentation for the construction and upgrades on the existing tailing dams using filtered dry tailings and also the drainage improvements and erosion control features. The projects included earthworks, geomembrane installation, extraction wells, HDPE pipe installation, piezometers, etc.

Minera y Metalurgica El Boleo, Santa Rosalia, BCS, Mexico Senior Technician II. Performed quality assurance inspection and documentation for the construction of an AMEC designed Tailings Storage Facility for Minera y Metalurgica El Boleo located at Santa Rosalia, Mexico. The project consists on a two million cubic meters engineered fill dam for the tailings resulting from the mining of copper-cobalt-zinc ore and involved engineered fills, sub-drainage construction, granular filter production and placement, geomembrane installation, HDPE piping, piezometers, etc.


Richard Knox Environmental Engineer

Professional Summary Richard is an Associate and Regulatory Compliance Specialist and has managed and contributed to scores of complex environmental planning regulatory compliance activities promulgated by rules associated with NEPA and CEQA decision making processes. He has over 21 years of experience in environmental consulting, primarily in multiagency multifaceted interdisciplinary environmental project management, technical writing, data mining, impact analysis, compensatory mitigation planning, master planning, recreational planning, agency coordination, Informal Tribal Consultations processes, public participation activities, other Formal agency Consultation processes (i.e., Section 7 of the ESA, Section 106 on the NHPA, Section 404 (b) (1) alternatives analysis).

Many projects managed/evaluated Richard have been financed, constructed and put in service. Project types have varied greatly over his career. Most all efforts have been associated with energy production projects and energy transmission (pipeline and electric) projects. Specifically, project types have included fossil fueled electrical generating stations (NG and Coal), renewable projects (wind, PV solar, and thermal solar); transmission and sub transmission line siting studies (Certificate of Environmental Compatibility [Arizona], Applications for Certification [California], Certificates of Convenience and Necessity [Texas], as well as transportation projects (Alaska Dept. of Transportation, Arizona Dept of Transportation – on-call environmental program manager [2000-2002]; Federal Roads Analysis).

Richard has participated in the development and high level due diligence of over 6,500MW of ground mounted solar projects in the past six years as a developer and a consultant. As project manager he successfully permitted the world’s largest parabolic thermal solar plant (709MW Imperial Valley Solar Project [IVS]) on behalf of the CEC and BLM, requiring concurrent AFC with attendant EIR, EIS, and a 404 Standard Individual Permit (b)(1) alternatives analysis with RWQCB 401 cert., Section 106 and Section 7 Formal Consultations. He also project managed the 1500MW Desert Rock Energy Project EIS on behalf of the BIA for Sithe Global (2003-2006) requiring extensive Tribal Consultation plus similar permitting efforts associated with the IVS above.

Richard has extensive public involvement experience facilitating public meetings, public sensing, executing Formal Scoping processes, Administrative Records, authoring newsletters and fact sheets, writing scoping reports and executing detailed comment analysis efforts while working in concert with federal, tribal, state, and local agencies; special interest groups; technical advisory working groups; and groups of various cultural affiliations to reach reasonable project consensus. Richard has evaluated or permitted more than 2000 miles of high-voltage transmission lines throughout the country (most involving NEPA or state utility regulatory permitting efforts). He has testified before the Connecticut Public Utility Commission as well as the Arizona Corporation Commission. He has also reviewed and drafted project briefs in defense of environmental disclosure opinions and conclusions for the California Energy Commission and worked as a CPUC (CA.) consultant of record associated with CEQA compliance.

Relevant Experience Desert Rock Energy 1500MW Coal Fired Powered Plant EIS, Sithe Global, Farmington, NM EIS Project Manager. Sithe Global proposed to develop a 1500MW coal powered generator south of the Four Corners Power Plant south of Farmington, New Mexico. The BIA was the lead federal agency. Cooperating agencies included the USFWS, ACE, EPA, BLM, Tribal Historic Preservation Office and Navajo Nation Natural Resources Department. The project required ESA Section 7 consultation, NHPA Section 106 consultation, CAA PSD (plus AQRV) permit and CWA Section 404 consultation. The project included over 50 miles of 500kV transmission line evaluations, a deep water well and associated pipeline as well as access roads, coal washing station (mine-mouth operation), and substation interconnect at the Four Corners power plant.

Imperial Valley 709MW Solar Project, Tessera Solar, El Centro, CA EIS/EIR Project Manager. Day to day project management of all facets related to the development and design of all supporting material for the AFC, California Energy Commission (CEC) CEQA EIR and the BLM NEPA EIS related to a 6,500 acre concentrated solar powered project in Imperial County, CA. Multiple agencies were involved including the; CEC, BLM. FWS, SHPO, NPS, various Native American Tribes, Imperial County and the COE. Various lengthy and

Education BLA, Landscape Architecture, University of Arizona


Richard Knox 2 of 2

complex permitting processes were employed concurrently throughout the 2 year compliance program including Section 106 and Section 7 consultation. Further, and because the project would impact Waters of the US a Standard Individual Permit was issued for the project after completing the attendant CWA 404 (B) (1) Alternatives Analysis by the COE. Scores of public and agency meetings were held as well as hearings before the California Energy Commission for which expert testimony was presented.

Spur Cross Ranch Conservation Area Master Plan, Maricopa Department of Parks and Recreation, Cave Creek, AZ Project Manager in the implementation of NEPA utilizing tenants from the USDA Forest Service Limits of Acceptable Change System in support of developing a master plan for public use of an approximate 2200 acre parcel of land north of Cave Creek, Arizona. The master plan addressed current and future desired recreational uses within management limits defined during the three-year planning study. 2004 Crescordia Award Recipient, Maricopa Association of Governments, Phoenix Arizona.

Morenci Water and Electric 345kV Transmission Line EA and CEC, Phelps Dodge, Morenci, AZ Project Manager. Responsibilities included environmental siting and public participation program for a proposed 345kV transmission line and 345kV receiving station in the Clifton/Morenci area to support Phelps Dodge mining operations. The project included regional environmental inventories for land use, visual/aesthetic, biological, and cultural resources, and a comprehensive public involvement program consisting of public open houses, working group meetings with agencies and stakeholders, newsletters, and informational telephone lines. An environmental report and EA were prepared for approximately 30 miles of transmission line detailing the anticipated environmental consequences from various alternative transmission line alignments. Upon selection of a preferred route alignment and substation site by MWE and the BLM, an Application for a Certificate of Environmental Compatibility (CEC) and a BLM EA were prepared. The permitting included the submittal of the CEC application to the Arizona Corporation Commission, Transmission Line and Power Plant Siting Committee (Committee), testimony before the Committee occurred and approval of the route by the Safford BLM Field Office and the Committee competed the effort. The project was approved, funded, and constructed.

Southwest Valley 500kV Transmission Line EIS and CEC, Arizona Public Service and Salt River Project, Goodyear/Tonopah/Buckeye, AZ Deputy Project Manager. Responsibilities included the environmental siting and public participation program for a proposed 500kV transmission line and 500kV receiving station in the southwest metropolitan Phoenix area. The project included regional environmental inventories for land use, visual/aesthetic, biological, and cultural resources, and a comprehensive public involvement program consisting of public open houses, working group meetings with agencies and stakeholders, newsletters, and informational telephone lines. An environmental report detailing the anticipated environmental consequences from various alternative substation sites and power line alignments was prepared. Upon selection of a preferred route alignment and substation sites by APS/SRP, the siting team assisted APS/SRP with the permitting of the project by preparing an Application for a Certificate of Environmental Compatibility (CEC) and a BLM EIS. After initial alternatives analysis, the BLM routes where dropped from further study thus ending the NEPA process. The CEC Application process continued and included the submittal of the CEC application to the Arizona Corporation Commission, Transmission Line and Power Plant Siting Committee. The project was approved, funded, and constructed.

Tucson Electric Power 345kV Transmission Line EIS and 345kV Gateway Receiving Station, Presidential Permit and Federal Roads Analysis, Tucson Electric Power, Tucson, AZ Project Manager. Responsibilities included development of a Federal Roads Analysis to assist The Coronado National Forest with a DOE sponsored EIS, Presidential Permit, and CEC Application supporting construction of a 60 mile 345kV transmission line in southern Arizona. The overall project included regional environmental inventories for land use, visual/aesthetic, biological, and cultural resources, and a comprehensive public involvement program consisting of public open houses, working group meetings with agencies and stakeholders, newsletters, and informational telephone lines. The Federal Roads Analysis and siting study supported the transmission line and Gateway 345kV Receiving Station detailing the anticipated environmental consequences from various alternative and transmission line alignments associated with development of construction roads on the Coronado National Forest. The EIS, Presidential Permit and CEC Application process were tabled by Tucson Electric Power.

El Rio Recreation and Aesthetics Technical Report, Maricopa County Flood Control District, Maricopa County, AZ Project Manager. Responsibilities included development of a Recreation and Aesthetics Technical Report in support of the El Rio Watercourse Master Plan and Area Drainage Master Plan. This master plan included a trails plan that emphasized and interpreted cultural amenities within the study area while protecting natural resources. A hybrid visual assessment utilizing the Forest Service SMS was employed that described potential impacts related to the implementation of Flood Control District water flow management projects along a 15 mile reach of the Salt River near SR85.

SAM Search ResultsList of records matching your search for :

Search Term : "amec foster wheeler environment & infrastructure inc.*Record Status: Active

ENTITY Amec Foster Wheeler Environment & Infrastructure, Inc. Status:Active

DUNS: 069412794 +4: CAGE Code: 1V1F0 DoDAAC:

Expiration Date: Nov 30, 2018 Has Active Exclusion?: No Debt Subject to Offset?: No

Address: 14424 Albemarle Point Place, ste 115City: Chantilly State/Province: VIRGINIAZIP Code: 20151-1790 Country: UNITED STATES


DUNS: 042406954 +4: CAGE Code: 1VH35 DoDAAC:


Address: 9210 Sky Park Ct' Ste 200City: San Diego State/Province: CALIFORNIAZIP Code: 92123-4478 Country: UNITED STATES


DUNS: 042406418 +4: CAGE Code: 1VHX5 DoDAAC:


Address: 98-1238 Kaahumanu St Ste 400City: Pearl City State/Province: HAWAIIZIP Code: 96782-3250 Country: UNITED STATES


DUNS: 038086273 +4: CAGE Code: 1U2J8 DoDAAC:


Address: 3800 Ezell Rd Ste 100City: Nashville State/Province: TENNESSEEZIP Code: 37211-8208 Country: UNITED STATES

February 13, 2018 11:58 AM https://www.sam.gov/ Page 1 of 2


DUNS: 605602747 +4: CAGE Code: 3C2S6 DoDAAC:


Address: 11003 Bluegrass Pkwy Ste 690City: Louisville State/Province: KENTUCKYZIP Code: 40299-2363 Country: UNITED STATES


DUNS: 154666494 +4: CAGE Code: 372Q6 DoDAAC:

Expiration Date: Oct 17, 2018 Has Active Exclusion?: No Debt Subject to Offset?: No

Address: 800 Marquette Ave Ste 1200City: Minneapolis State/Province: MINNESOTAZIP Code: 55402-2876 Country: UNITED STATES


DUNS: 038086125 +4: CAGE Code: 1U1W9 DoDAAC:

Expiration Date: Oct 9, 2018 Has Active Exclusion?: No Debt Subject to Offset?: No

Address: 751 Arbor Way, Ste 180City: Blue Bell State/Province: PENNSYLVANIAZIP Code: 19422-1972 Country: UNITED STATES


DUNS: 791140940 +4: CAGE Code: 5LU89 DoDAAC:

Expiration Date: May 1, 2018 Has Active Exclusion?: No Debt Subject to Offset?: No

Address: 4600 E Washington St Ste 600City: Phoenix State/Province: ARIZONAZIP Code: 85034-1917 Country: UNITED STATES


DUNS: 009643354 +4: CAGE Code: 1SVL3 DoDAAC:

Expiration Date: May 1, 2018 Has Active Exclusion?: No Debt Subject to Offset?: No

Address: 1105 Lakewood Pkwy Ste 300City: Alpharetta State/Province: GEORGIAZIP Code: 30009-7625 Country: UNITED STATES

February 13, 2018 11:58 AM https://www.sam.gov/ Page 2 of 2