Attachment 1 Offer and Acceptance Form - Arizona & Moore.pdf · Steve Lorenzo Principal 602-243-1600 x16231 [email protected] 3. Mark Guatney ... MELISSA CORNELIUS EXECUTIVE

Request for Qualifications Solicitation No.

ADSPO18‐00007887

Description: 2018 Professional Services List

Arizona Department of Administration

State Procurement Office

100 N 15th Ave., Suite 201Phoenix, AZ 85007

PART 4 of the Solicitation Documents: Offer Forms (Attachments) Date: January 8, 2018

Page 2 of 34 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

Attachment 1 Offer and Acceptance Form

SUBMISSION OF OFFER: Undersigned hereby offers and agrees to provide qualifications for 2017 Annual Professional Services List in compliance with the Solicitation indicated above and our Offer indicated by the latest dated version below:

Initial Offer:

1. January 23, 2018 SDN date initial

Ninyo & Moore Geotechnical and Environmental Sciences Consultants SDN

Offeror company name Signature of person authorized to sign Offer Initials

3202 E. Harbour Drive Steven D. Nowaczyk, Managing Principal Engineer

Address Printed name and title

Phoenix, Arizona 85034 Steven D. Nowaczyk, Managing Principal Engineer

City | State | ZIP Contact name and title

33-0269828 [email protected] 602-243-1600 x16206

Federal tax identifier (EIN or SSN) Contact Email Address Contact phone number

CERTIFICATION: By signature in the above, Offeror certifies that it:

1. will not discriminate against any employee or applicant for employment in violation of Federal Executive Order 11246, [Arizona] StateExecutive Order 2009-9 or A.R.S. §§ 41−1461 through 1465;

2. has not given, offered to give, nor intends to give at any time hereafter any economic opportunity, future employment, gift, loan, gratuity,special discount, trip, favor, or service to a public servant in connection with the submitted offer. Failure to provide a valid signatureaffirming the stipulations required by this clause will result in rejection of the Offer. Signing the Offer with a false statement will void theOffer, any resulting contract, and may be subject to legal penalties under law;

3. complies with A.R.S. § 41-3532 when offering electronics or information technology products, services, or maintenance; and

4. is not debarred from, or otherwise prohibited from participating in any contract awarded by federal, state, or local government.

ACCEPTANCE OF OFFER: State hereby accepts the initial Offer, Revised Offer, or Best and Final Offer identified by number ADSPO17-00006796 at the top of this form, and which was dated_1/23/18 (the Accepted Offer). Offeror is now bound (as Contractor) to carry out the Work under the attached Contract, of which the Accepted Offer forms a part. Contractor is cautioned not to commence any billable work or to provide any material or perform any service under the Contract until Contractor receives the applicable Order or written notice to proceed from Procurement Officer.

State’s Contract No. is: ADSPO18-00007693 The effective date of the Contract is:1/30/18-1/30/19 Contract awarded 1/30/18

Procurement Officer signature Procurement Officer printed name

Contract qualification award can be viewed at https://spo.az.gov/procurement-services/professional-services

Sean Wulfekuhle


ADSPO18‐00007887





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

Date: December 1, 2017

Page 9 of 34 4A 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

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

Flood Control District of Maricopa County/2801 W. Durango Street, Phoenix, AZ 85009

Dave Degerness 2008 2017

Phone Number Email Address

602-506-4730 [email protected]

List project name, project location, original design fee, final design fee, construction costs (if applicable), and program facilities.

Flood Control District of Maricopa County, White Tanks Flood Retarding Structure No. 4 Rehabilitation Buckeye, Arizona

N&M Fees Original & Final: $4.8M

Services performed similar to those described in Solicitation

Geotechnical, Geotechnical Design, Materials Testing, Quality Assurance, Post-Design, Environmental, Phase I ESA


University of Arizona/230 W. 6th Street, Tucson, AZ 85721

Debra Johnson 2015 2017




University of Arizona Wildcat Academic Center Tucson, Arizona

N&M Fees Original: $45,980 N&M Fees Final: $45,879


Geotechnical, Materials Testing and Inspection


ADSPO18‐00007887









City of Chandler/175 S. Arizona Avenue, Chandler, AZ 85225

Jon Sherrill 2017 2017




City of Chandler, Former Tire Facility Chandler, Arizona



Phase II Environmental Site Assessment, Well Development, and Groundwater Sampling

End of Attachment 2-A


ADSPO18‐00007887








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.


Flood Control District of Maricopa County/2801 W. Durango Street, Phoenix, AZ 85009

Dave Degerness 2008 2017




Flood Control District of Maricopa County, White Tanks Flood Retarding Structure No. 4 Rehabilitation Buckeye, Arizona

N&M Fees Original & Final: $4.8M


Geotechnical, Geotechnical Design, Materials Testing, Quality Assurance, Post-Design, Environmental, Phase I ESA


University of Arizona/230 W. 6th Street, Tucson, AZ 85721

Debra Johnson 2015 2017




University of Arizona Wildcat Academic Center Tucson, Arizona



Geotechnical, Materials Testing and Inspection


ADSPO18‐00007887









City of Chandler/175 S. Arizona Avenue, Chandler, AZ 85225

Jon Sherrill 2017 2017




City of Chandler, Former Tire Facility Chandler, Arizona



Phase II Environmental Site Assessment, Well Development, and Groundwater Sampling



ADSPO18‐00007887








Attachment 2-B Organization Profile

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

ORGANIZATION PROFILE

Firm Name Ninyo & Moore Geotechnical and Environmental Sciences Consultants

Year established 1986

Principal address (street, city, state)

3202 E. Harbour Drive, Phoenix, Arizona 85034

Entity type: S-Corporation Structure: S-Corporation

Branch or Division: Phoenix Parent: N/A

Years the organization has conducted business in Arizona. 20

Contract Representatives to Contact

Name Title Telephone Number E-Mail Address

1. Steve Nowaczyk Managing Principal Engineer

602-243-1600 x16206 [email protected]

2. Steve Lorenzo Principal 602-243-1600 x16231 [email protected]

3. Mark Guatney Principal Engineer, Environmental

602-243-1600 x16219 [email protected]

Firm Professional Registration (INCLUDE COPY OF DOCUMENT IN OFFER)

Description Issuer Number Expiration

1. Arizona Board of Technical Registration State of Arizona 10836-0 August 31, 2018

2. Class A Contractors License Arizona Registrar of Contractors 206210 April 30, 2019

3. Transaction Privilege Tax License Arizona Department of Revenue 20067674 N/A

4. State Mine ID Arizona State Mine Inspector 21-03253 N/A

5. MBE Certification Pacific Southwest Minority Supplier Development Council

AZ01598 April 30, 2018

End of Attachment 2-B

STATE OF ARIZONA

BOARD OF TECHNICAL REGISTRATION

■ FIRM REGISTRATION ■

FIRM NAME Ninyo & Moore

FIRM REGISTRATION NO.: 10836-0

FIRM ADDRESS 3202 E Harbour Drive Phoenix, Arizona 85034

EXPIRES: 8/31/2018

SERVICES OFFERED Engineer/Civil Engineer/Chemical Engineer/Environmental Engineer/Fire Protection Engineer/Mining

MELISSA CORNELIUS EXECUTIVE DIRECTOR FOR THE BOARD


ADSPO18‐00007887








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: Steven D. Nowaczyk, PE How long with company? 19 years

Current position in company:

Managing Principal Engineer How long in positon? 19 years

Position for the Services: Principal Soils Engineer How much of time will be dedicated to the Services?

30 %

What primary functions will be assigned?

Geotechnical Engineering, Soils Engineer, Project Manager

Describe person’s experience in performing

services like those that are to be assigned:

Mr. Nowaczyk has over 27 years of geotechnical engineering experience including performing and coordinating geotechnical investigations, monitoring field construction testing activities, performing oversight services for geo-dynamic and geo-investigation projects, providing field quality control support for construction projects, conducting laboratory testing, and reviewing reports. Mr. Nowaczyk provides these services for a variety of project types including dams, highways, bridges, tunnels, treatment facilities, underground utilities, commercial and industrial developments, production plants, airports, sports complexes, hospitals, and educational facilities. As Managing Principal Engineer for Ninyo & Moore’s Arizona operations, Mr. Nowaczyk oversees geotechnical investigations and analyses; reviews and prepares soil and foundation reports and specifications; reviews and provides technical support to engineers, geologists, technicians, and construction personnel; coordinates engineering research and development activities; reviews and performs engineering calculations; and assists in business development.

List person’s job-related training and education:

Education: M.S., Geotechnical Engineering, 1994, University of Michigan B.S., Civil Engineering, 1990, Michigan State University

Registrations and Certifications: PE 34866 (Arizona); PE 19584 (New Mexico); PE 42018 (Colorado); PE 42103 (Michigan); National Council of Examiners for Engineering and Surveying 36667

Professional Affiliations: American Council of Engineering Companies; American Society of Civil Engineers; American Society of Professional Engineers; Association of State Dam Safety Officials

Awards: 2012 Outstanding Engineer of the Year by Engineers Week (E-Week)

Resume: List filename: Ninyo & Moore Resume – Steve Nowaczyk


ADSPO18‐00007887








2 Name: Marek J. Kasztalski, PE How long with company? 10 years


Senior Geotechnical Engineer How long in positon? 10 years

Position for the Services: Soils Engineer How much of time will be dedicated to the Services?

30 %


Geotechnical Engineering, Soils Engineer, Project Manager



As a Senior Geotechnical Engineer with over 40 years of experience, Mr. Kasztalski has a thorough understanding and knowledge of soil mechanics and geotechnical engineering. Mr. Kasztalski manages major geotechnical projects related to new construction and upgrading of transportation facilities, buildings, flood retarding structures and drainage improvements, energy related facilities, and wastewater treatment plants. His responsibilities also include conducting data compilation/reduction and performance of geotechnical analysis. Mr. Kasztalski is responsible for meeting and interacting with clients, developing proposals and fee estimates. He also prepares and reviews technical documents. Mr. Kasztalski has provided these services for a variety of project types including highways, bridge structures, airports, tunnels, pathways, industrial tanks and reservoirs, pump stations, solar and LNG farms, parks and recreational facilities, commercial and industrial developments, automobile plants, sports complexes, hospitals, and educational facilities.


Education: M.S., Civil Engineering, 1978, Warsaw Technical University

Registrations and Certifications: PE 44704 (Arizona)

Professional Affiliations: American Society of Civil Engineers; Arizona Society of Professional Engineers; Society of American Military Engineers; Society of Mining, Metallurgy and Exploration

Resume: List filename: Ninyo & Moore Resume – Marek Kasztalski


ADSPO18‐00007887








3 Name: Sean C. Jacquemin, PE How long with company? 1 year


Project Engineer How long in positon? 1 year

Position for the Services: Soils Engineer, Materials Testing Project Manager

How much of time will be dedicated to the Services?

20 %


Geotechnical Engineering, Soils Engineer, Project Manager, Construction Manager



Mr. Jacquemin’s background includes over 8 years of experience in providing feasibility and detailed design level engineering studies; geotechnical modeling using various software platforms to perform slope stability, seepage, shear strength reduction, and stress-deformation analyses; construction oversight and quality assurance; and conducting geotechnical laboratory testing and field investigations. Mr. Jacquemin also has experience in project management for geotechnical and construction materials testing. He is currently responsible for review of field inspections, laboratory testing, and material submittals, performing calculations for geotechnical design, preparing and issuing reports and take-offs, managing project budgets, and project coordination.


Education: M.S., Civil, Environmental, and Sustainable Engineering, 2011, Arizona State University B.S., Civil Engineering, 2009, Arizona State University

Registrations and Certifications: PE 64431 (Arizona); 24-Hour Mine Safety and Health Administration Certification; 40-Hour OSHA HAZWOPER; 8-Hour OSHA HAZWOPER Refresher

Professional Affiliations: American Society of Civil Engineers; Association of Engineering Geologists

Resume: List filename: Ninyo & Moore Resume – Sean Jacquemin


ADSPO18‐00007887








4 Name: E. Craig Rees How long with company? 18 years


Principal, Construction Services How long in position? 18 years

Position for the Services: Materials Testing Project Principal How much of time will be dedicated to the Services?

20%


Project Manager, Construction Manager



Mr. Craig Rees has over 21 years of experience and his responsibilities include coordination of our construction services personnel and resources to ensure that the services will be optimized for each project. Mr. Rees’s projects have included pipelines, treatment plants, power plants, lined pond systems, highways, bridges, schools, mining, dams, and other structures. He oversees and assists the Construction Services Project Managers with project approach and budget control; Field and Laboratory Supervisors with developing and implementing our staff; and Dispatchers with providing qualified personnel and testing equipment as it becomes necessary to assure overall project success. He also performs special inspections of geosynthetic liners, fireproofing, and reinforced steel in masonry and concrete; provides geotechnical observation and testing services for residential, commercial, and industrial grading projects; assists with the training and supervision of other technicians; and performs quality control of completed laboratory test results.


Education: B.S., Civil Engineering, 2011, Arizona State University

Registrations and Certifications: ADOSH Training: Excavation Safety Awareness; Radiation Safety Training for Moisture/Density Gauge Operators Certification

Professional Affiliations: Arizona Rock Products Association; American Concrete Institute; Urban Land Institute; Valley Partnership

Resume: List filename: Ninyo & Moore Resume – Craig Rees


ADSPO18‐00007887








5 Name: Benjamin J. Ciampa, RG How long with company? 2 years


Project Geologist How long in position? 2 years

Position for the Services: Geologist How much of time will be dedicated to the Services?

30%


Geologist, Project Manager, Soils Engineer, Construction Manager, Materials Testing Project Manager, Geophysical Project Manager



As a Project Geologist, Mr. Ciampa conducts geophysical evaluations including seismic refraction, ground penetrating radar, magnetics, electrical resistivity, vibration monitoring and electromagnetic studies; performs detailed geologic and geophysical reconnaissance studies through literature review, field mapping, data collection and analysis of stereoscopic aerial photographs; and authors and reviews geophysical and geologic reports. Mr. Ciampa also provides quality control over laboratory procedures; performs quality control for underground utility and foundation construction; and performs geotechnical laboratory testing. He performs geotechnical observation of deep foundations; performs field sampling of soils, bedrock, aggregates, and asphalt. Mr. Ciampa is responsible for the review of geotechnical soil and rock logs, as well as conducting geologic site assessments, slope stability evaluations, groundwater sampling, permeability testing and operating and maintaining remediation systems. Experienced in; geotechnical investigations, geophysical data collection and interpretation, construction site inspections, and compiling and evaluating analytical data. He is currently responsible for review of field inspections, laboratory testing, and material submittals, performing calculations for geotechnical design, preparing and issuing reports and take-offs, managing project budgets, and project coordination.


Education: B.S., Geology & Environmental Science, 2006, Northern Arizona University

Registrations and Certifications: RG 59122 (Arizona)

Professional Affiliations: Arizona Hydrologic Society; American Institute of Professional Geologists; Association of Environmental and Engineering Geologist

Resume: List filename: Ninyo & Moore Resume – Ben Ciampa


ADSPO18‐00007887








6 Name: Curtis M. Cope How long with company? 10 years


Senior Project Geologist How long in position? 10 Years

Position for the Services: Geologist How much of time will be dedicated to the Services?

30%


Geologist, Project Manager, Soils Engineer, Construction Manager, Materials Testing Project Manager



Mr. Cope is experienced providing project management for geophysical evaluations, geotechnical evaluations, construction materials testing, and inspections. Mr. Cope performs quality control for all types of construction including earthen embankments, underground utilities, structures, flood control, water resources, and roadways. He performs management services for field testing of concrete and asphaltic concrete as well as laboratory testing. Mr. Cope is specialized in earthen embankment dam construction, providing quality assurance management for several flood retarding structures throughout Arizona. Mr. Cope is well versed in placement observations, field sampling, and inspection of concrete, asphaltic concrete, mortar, and grout. Additionally, he has the required skill set to anticipate project needs and provide technical assistance during all phases of construction. Mr. Cope manages construction materials testing projects, including managing project budgets and meeting and interacting with clients and design professionals. He also coordinates and oversees field activities, including field technicians and inspectors for projects, visit the project sites to evaluate the work being performed. Mr. Cope conducts technical reviews and approval of all project related paperwork, and assists with troubleshooting on projects.


Education: B.S., Geology, 2005, Northern Arizona University

Registrations and Certifications: Nuclear Gauge Operator Certification

Professional Affiliations: International Code Council

Resume: List filename: Ninyo & Moore Resume – Curtis Cope


ADSPO18‐00007887








7 Name: Mark J. Guatney, PE, CHMM How long with company? 2 years


Principal Engineer, Environmental Operations How long in position? 2 years

Position for the Services: Environmental Engineer, Environmental Scientist

How much of time will be dedicated to the Services?

30%


Environmental Engineer, Environmental Scientist



Mark is an Arizona registered Environmental and Mechanical Professional Engineer (PE) and a Certified Hazardous Materials Manager (CHMM) with over 30 years of experience. Mark is equally well versed in asbestos, and was initially accredited as an asbestos Building Inspector, Management Planner and Supervisor in 1987, and performed many original AHERA inspections and management plans in Phoenix and across the U.S, as well as designed and managed the oversight of many asbestos abatement projects on school campuses and commercial buildings. Mark was originally certified as a Lead-Based Paint Inspector and Risk Assessor in 1992, after the passing of Title X lead regulations, and managed one of several teams nationwide that beta tested the HUD Guidelines for Lead-Based Paint that were issued in 1995. Beginning in 1996, Mark began managing a 10-year consulting engagement with the City of Phoenix conducting lead-based paint inspections, risk assessments and abatement oversight on target housing under a HUD grant for lead hazard control. In addition to his extensive experience performing and managing lead-based paint and asbestos projects, Mark is also an experienced environmental site assessor, soil and groundwater investigator, and remediation designer. His capabilities and experience also include industrial hygiene services consisting of indoor air quality, allergens and mold studies; air quality permitting and emissions inventories; annual Tier 2 and Form R reporting, SPCC planning, and a variety of other due diligence and regulatory compliance services.


Education: M.B.A., Business Administration, 2008, University of Phoenix B.M.E., Mechanical Engineering, 1985, Georgia Institute of Technology

Registrations and Certifications: AZ PE (Environmental) 53561; AZ PE (Mechanical) 28202; IL PE 062-060122; CHMM No. 15023; AHERA Asbestos Building Inspector; AHERA Asbestos Contractor/Supervisor; AHERA Asbestos Management/Planner; AHERA Asbestos Project Designer; Arizona Smoke School – EPA Method 9 – Visible Emissions Training; OSHA HAZWOPER 40-Hour; OSHA HAZWOPER 8-Hour Refresher

Professional Affiliations: American Public Works Association; Arizona Rock Products Association; Environmental Professionals of Arizona; Institute of Hazardous Materials Management; Valley Partnership

Resume: List filename: Ninyo & Moore Resume – Mark Guatney


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8 Name: Dylan J. Funkner How long with company? 3 years


Staff Environmental Scientist How long in position? 3 years

Position for the Services: Environmental Scientist How much of time will be dedicated to the Services?

30%


Environmental Scientist



Mr. Funkner is responsible for performing asbestos and lead-based paint surveys, consulting on asbestos abatement projects, air-monitoring during abatement projects and remedial action investigations, evaluating regulatory compliance, and providing project management and client liaison services. He performs hazardous materials evaluations and prepares subsequent management plans, abatement specifications, and project oversight documentation.


Education: B.S., Urban Planning, 2015, Arizona State University

Registrations and Certifications: EPA, AHERA Initial Building Inspector; EPA, AHERA Initial Contractor/Supervisor; EPA Lead-Based Paint Inspector; Respirator Fit Test

Resume: List filename: Ninyo & Moore Resume – Dylan Funkner


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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

Date No. of pages Purpose in Offer

1. None x x

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



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Attachment 3-E Israel Boycott Form

All materials submitted as part of a response to a solicitation are subject to Arizona public records law and will be disclosed if there is an appropriate public records request at the time of or after the award of the contract. Recently legislation has been enacted to prohibit the state from contracting with companies currently engaged in a boycott of Israel. To ensure compliance with A.R.S. §35-393.01. This form must be completed and returned with the response to the solicitation and any supporting information to assist the State in making its determination of compliance.

As defined by A.R.S. §35-393.01:

1."Boycott" means engaging in a refusal to deal, terminating business activities or performing other actions that are intended to limit commercial relations with Israel or with persons or entities doing business in Israel or in territories controlled by Israel, if those actions are taken either:

(a) In compliance with or adherence to calls for a boycott of Israel other than those boycotts to which 50 United States Code section 4607(c) applies.

(b) In a manner that discriminates on the basis of nationality, national origin or religion and that is not based on a valid business reason.

2. "Company" means a sole proprietorship, organization, association, corporation, partnership, joint venture, limited partnership, limited liability partnership, limited liability company or other entity or business association, and includes a wholly owned subsidiary, majority-owned subsidiary, parent company or affiliate.

3. "Direct holdings" means all publicly traded securities of a company that are held directly by the state treasurer or a retirement system in an actively managed account or fund in which the retirement system owns all shares or interests.

4."Indirect holdings" means all securities of a company that are held in an account or fund, including a mutual fund, that is managed by one or more persons who are not employed by the state treasurer or a retirement system, if the state treasurer or retirement system owns shares or interests either:

(a) together with other investors that are not subject to this section. (b) that are held in an index fund.

5.”Public entity" means this State, a political subdivision of this STATE or an agency, board, commission or department of this state or a political subdivision of this state.

6. ”Public fund" means the state treasurer or a retirement system. 7. "Restricted companies" means companies that boycott Israel. 8. "Retirement system" means a retirement plan or system that is established by or pursuant to title 38.

All offerors must select one of the following:

X My company does not participate in, and agrees not to participate in during the term of the contract a boycott of Israel in accordance with A.R.S. §35-393.01. I understand that my entire response will become public record in accordance with A.A.C. R2-7-C317.

My company does participate in a boycott of Israel as defined by A.R.S. §35-393.01. :

By submitting this response, proposer agrees to indemnify and hold the State, its agents and employees, harmless from any claims or causes of action relating to the State’s action based upon reliance on the above representations, including the payment of all costs and attorney fees incurred by the State in defending such an action.

Ninyo & Moore Geotechnical and Environmental Sciences Consultants

Company Name Signature of Person Authorized to Sign

3202 E. Harbour Drive Steven D. Nowaczyk

Address Printed Name

Phoenix Arizona 85034 Managing Principal Engineer

City State Zip Title

End of Attachment 3-E


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Attachment 5-A Confidential Information Designation

All materials submitted as part of a response to a solicitation are subject to Arizona public records law and will be disclosed if there is an appropriate public records request at the time of or after the award of the contract. Recognizing there may be materials included in a solicitation response that are proprietary or a trade secret, a process is set out in A.A.C. R2-7-103 (copy attached) that will allow qualifying materials to be designated as confidential and excluded from disclosure. For purposes of this process the definition of “trade secret” will be the same as that set out in A.A.C. R2-7-101(52).

Complete this form return it with your Offer along with the appropriate supporting information to assist State in making its determination as to whether any of the materials submitted as part of your Offer should be designated confidential because the material is proprietary or a trade secret and therefore not subject to disclosure.

STATE WILL NOT CONSIDER ANY MATERIAL IN YOUR OFFER “CONFIDENTIAL” UNLESS DESIGNATED ON THIS FORM.

Check one of the following – if neither is checked, State will assume that as equivalent to “DOES NOT”:

This response DOES NOT contain proprietary or trade secret information. I understand that my entire response will become public record in accordance with A.A.C. R2-7-C317.

�This response DOES contain trade secret information because it contains information that:

1. Is a formula, pattern, compilation, program, device, method, technique or process, AND

2. Derives independent economic value, actual or potential, from not being generally known to, and not being readily ascertainable by proper means by, other persons who can obtain economic value from its disclosure or use; AND

3. Is the subject of efforts by myself or my organization that are reasonable under the circumstances to maintain its secrecy.

NOTE: Failure to attach an explanation may result in a determination that the information does not meet the statutory trade secret definition. All information that does not meet the definition of trade secret as defined by A.A.C. R2-7-101(52) will become public in accordance with A.A.C. R2-7-C317. State may make its own determination on materials in accordance with A.A.C. R2-7-103.

If State agrees with Offeror’s designation of trade secret or confidentiality and the determination is challenged, the undersigned hereby agrees to cooperate and support the defense of the determination with all interested parties, including legal counsel or other necessary assistance.

By submitting this response, Offeror agrees that the entire Offer, including confidential, trade secret and proprietary information may be shared with an evaluation committee and technical advisors during the evaluation process. Offeror agrees to indemnify and hold State, its agents and employees, harmless from any claims or causes of action relating to State’s withholding of information based upon reliance on the above representations, including the payment of all costs and attorney fees incurred by State in defending such an action.


Offeror Company Name Signature of Authorized Person

3202 E. Harbour Drive Steven D. Nowaczyk

Address Printed Name


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Phoenix Arizona 85034 Managing Principal Engineer

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

Date No. of pages Purpose in Offer

1. None x x x



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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.

�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


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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 x x

x x x

x x x

Section 1-B: Instructions to Offerors

x x 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 x x

x x x

x x x

Article/ Paragraph

or Appendix Reference Proposed Changes / Alternate Language Rationale for Proposed Change

Section 2-B: Uniform Terms & Conditions


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X x x

X x x

X x x

ATTACHMENT 5-B Supplement No. 3: Exceptions to Technical and Commercial

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

Section 2-A Scope of Work (Requirements Document)

x x x

x x x

x x x

Section 2-B: Compensation Document

x x x

x x x

x x x


Company Name Signature of Person Authorized to Sign



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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 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. Excel 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

Benjamin J. Ciampa, RG, Project Geologist | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Benjamin J. Ciampa, RG Project Geologist

YEARS OF EXPERIENCE Total Years of Experience: 11

Years with Ninyo & Moore: 2

EDUCATION B.S., Geology & Environmental Science, 2006, Northern Arizona University

REGISTRATIONS AND CERTIFICATIONS RG 59122 (Arizona)

PROFESSIONAL AFFILIATIONS Arizona Hydrologic Society

American Institute of Professional Geologists

Association of Environmental and Engineering Geologist

As a Project Geologist, Mr. Ciampa conducts geophysical evaluations including seismic refraction, ground penetrating radar, magnetics, electrical resistivity, vibration monitoring and electromagnetic studies; performs detailed geologic and geophysical reconnaissance studies through literature review, field mapping, data collection and analysis of stereoscopic aerial photographs; and authors and reviews geophysical and geologic reports. Mr. Ciampa also provides quality control over laboratory procedures; performs quality control for underground utility and foundation construction; and performs geotechnical laboratory testing. He performs geotechnical observation of deep foundations; performs field sampling of soils, bedrock, aggregates, and asphalt. Mr. Ciampa is responsible for the review of geotechnical soil and rock logs, as well as conducting geologic site assessments, slope stability evaluations, groundwater sampling, permeability testing and operating and maintaining remediation systems. Experienced in; geotechnical investigations, geophysical data collection and interpretation, construction site inspections, and compiling and evaluating analytical data. He is currently responsible for review of field inspections, laboratory testing, and material submittals, performing calculations for geotechnical design, preparing and issuing reports and take-offs, managing project budgets, and project coordination.

EXPERIENCE Luke Air Force Base, F-35 Bomb Build-Up Facility ,Glendale, Arizona: Project Manager during a geophysical survey at the proposed F-35 Bomb Build-Up Facility at Luke Air Force Base located in Glendale, Arizona. The objective of the geophysical survey was to evaluate whether buried metallic and non-metallic wastes, debris, or other subsurface obstructions, may be present at the site and to delineate the lateral extent (i.e., footprint) of suspected wastes, debris, or obstructions. The geophysical survey area encompassed approximately 23 acres and consisted of open or unimproved land. Our scope of services included collection, analysis, and interpretation of electromagnetic (EM) data; daily field logs; data processing; data management; and preparation of a geophysical survey report presenting our methodology, findings, conclusions, and recommendations regarding the conditions at the project site.

City of Chandler, Ocotillo Water Reclamation Facility, Chandler, Arizona: Project Manager during construction materials testing services for the proposed expansion of the Ocotillo Water Reclamation Facility (OWRF) located in Chandler, Arizona. The project consisted of the design and construction of the OWRF Expansion project that was planned to include infrastructure and eight retention basins to expand the existing facility that sat on approximately two feet of grade-raise fill. The proposed facilities included a Maintenance Building, an Administration Building, a Chemical Facility, a Dewatering Building, a Blower Building, a Waste Activated Sludge (WAS) Pump Station, an Aeration Basin, a Membrane Bioreactor (MBR) Basin, a Chlorine Contact Basin, Reclaimed Water Storage, a WAS Tank, and Headworks. Our construction materials testing services included field density testing of subgrade and fill soils; and aggregate base course; sampling and testing during placement of structural concrete, masonry, grout, mortar, asphaltic concrete paving; in-house laboratory testing of soils, aggregates, concrete, grout, mortar, and asphalt materials; visual welding inspections; and project management, data processing, and report review services of laboratory and field test reports. We also provided geotechnical and environmental services on this project.

Benjamin J. Ciampa, RG, Project Geologist | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Benjamin J. Ciampa, RG Project Geologist EXPERIENCE (continued) City of Page, National Park Service, Horseshoe Bend Trail Improvements, Page, Arizona: Project Manager during geotechnical services for the Horseshoe Bend Trail Improvements project located in Page, Arizona. The purpose of this project is to plan a sustainable, safe, accessible world-class experience at Glen Canyon’s Horseshoe Bend that preserves the natural, scenic, cultural and spiritual significance while managing growth and visitor needs. The project included the design and construction of a new hiking trail, approximately 4,000 feet in length. In addition, a stem wall with a railing on top of it is planned at the overlook / viewing area. Future phases may include paved parking and access areas, restrooms at the parking lot area, and monument signage. Our services included background review subsurface explorations; in-house laboratory testing; and preparation of a geotechnical evaluation report.

Drury Inn & Suites Hotel, Chandler, Arizona: Project Manager during materials testing and special inspection services for the design and construction of the new Drury Inn & Suites hotel in Chandler, Arizona. The project consisted of the design and construction of a new eight-story, 210 room Drury Inn & Suites hotel. Our materials testing and special inspection services included observation, testing, sampling, and inspection during the placement of soil, concrete, masonry, and asphalt; special inspection of post tension cables, reinforcing steel, and drilled pier foundations (caissons); in-house laboratory testing; and project management, data processing, and report review services of field and laboratory testing reports.

Flood Control District of Maricopa County, 115th Avenue and Union Hills Drainage Improvements, Surprise, Arizona: Project Manager during geophysical and materials testing and inspection services for the construction of improvements to a concrete drainage along 115th avenue and Union Hills in Surprise, Arizona. The project included construction of concrete channel, concrete retaining walls, storm drain system and improvements to three basins. The major construction items included concrete channel (vertical and trapezoidal), concrete drop structures, riprap protection, handrail, 18- inch through 60-inch storm drains and associated manholes, laterals, catch basins, excavation of a channel, improvements to detention basins, grouted riprap removal, riprap construction, concrete retaining walls, and headwalls, a drop inlet structure, a junction structure, trashracks, aesthetic treatment of concrete structures, asphalt removal and replacement, removal of trees, salvage and replacement of trees, block wall and gabion wall removal and replacement, roadway pavement replacement and microseal, waterline relocations, irrigation system, and landscaping and hydroseed. Our geophysical services included performance of on-site, staffed vibration monitoring to characterize general vibration levels of typical activities and at times when ongoing operations could be expected to approach project tolerance, or threshold levels and preparation of a letter report that summarizes the results of the limited vibration monitoring evaluation. Our materials testing services included observation, testing, and sampling, and inspection during the placement of soil, concrete, masonry, and asphalt; in-house laboratory testing; and project management, data processing, and report review services of field and laboratory testing reports.

City of Prescott, Goodwin Street Water and Sewer Lines, Prescott, Arizona: Project Manager during geotechnical and geophysical services for the proposed Goodwin Street Improvements project located in Prescott, Arizona. The purpose of our evaluation was to assess the subsurface conditions at the project site in order to provide geotechnical recommendations for design and construction of proposed improvements. The project included the design and construction of replacement water and sewer lines and storm drain installation under Goodwin Street, from approximately Summit Street, west of McCormick, to east Marina Street. In addition, Goodwin Street and short segments of McCormick Street, Granite Street, Montezuma Street, Cortex Street and Marina street were reconstructed with new asphaltic concrete pavement. Our services included background review; performance of a geologic site reconnaissance to evaluate potential obstructions, conditions, and surface features along and near the alignment of the seismic line locations; performance of seismic survey lines of varying lengths; compilation, geophysical data processing, and analysis of the collected data; subsurface explorations; in-house laboratory testing; and preparation of a report presenting our findings, conclusions, and recommendations regarding the proposed design and construction.

iLuminate & Linear Urban Apartment Homes, Phoenix, Arizona: Project Manager during materials testing and special inspection services for the iLuminate Urban Apartment Homes development and Linear Urban Apartment Homes development located in Phoenix, Arizona. The projects included the design and construction of a multi-story above ground and single-story below ground (for parking) structure comprised of residential apartments as well as site amenities, landscaping, and other features. Our services for materials testing included observation, testing, and sampling, and inspection during the placement of soil, concrete, masonry, and asphalt; in-house laboratory testing; soil nail testing; and project management, data processing, and report review services of field and laboratory testing reports.

E. Craig Rees, Principal, Construction Services | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

E. Craig Rees Principal, Construction Services



EDUCATION B.S., Civil Engineering, 2011, Arizona State University

REGISTRATIONS AND CERTIFICATIONS ADOSH Training: Excavation Safety Awareness

Radiation Safety Training for Moisture/Density Gauge Operators Certification

PROFESSIONAL AFFILIATIONS Arizona Rock Products Association

American Concrete Institute

Urban Land Institute

Valley Partnership

Mr. Craig Rees’s responsibilities include coordination of our construction services personnel and resources to ensure that the services will be optimized for each project. Mr. Rees’s projects have included pipelines, treatment plants, power plants, lined pond systems, highways, bridges, schools, mining, dams, and other structures. He oversees and assists the Construction Services Project Managers with project approach and budget control; Field and Laboratory Supervisors with developing and implementing our staff; and Dispatchers with providing qualified personnel and testing equipment as it becomes necessary to assure overall project success. He also performs special inspections of geosynthetic liners, fireproofing, and reinforced steel in masonry and concrete; provides geotechnical observation and testing services for residential, commercial, and industrial grading projects; assists with the training and supervision of other technicians; and performs quality control of completed laboratory test results.

EXPERIENCE City of Phoenix, Deer Valley Airport, North Ramp Reconstruction, Phoenix, Arizona: Project Principal during construction materials testing for the Deer Valley Airport North Ramp Reconstruction, Plan Set B located in Phoenix, Arizona. The project consisted of removing the existing asphalt concrete pavement, and miscellaneous pavement markings. Our services included observation, testing, and sampling during the placement of soil, aggregate, and asphalt; concrete placement inspection; soil compaction testing and inspection; proof-rolling observation; subbase and base materials testing and inspection; asphalt lay-down inspection; and project management, data processing, and report review services of field reports.

USACE, Fort Bliss Replacement Hospital, El Paso, Texas: Project Manager during supplemental nondestructive examination services on the Fort Bliss Replacement Hospital project. The project contained over 1.1 million SF and the structures included the Hospital building, 3 clinic buildings, several parking garages, a central plant, and other small ancillary structures. Our services involve shadowing the contractors other inspection firm to review welds and provide ultrasonic testing.

MCDOT, Northern Parkway, Reems Road and Litchfield Road, Surprise, Arizona: Project Principal during materials testing services during the construction of two concrete overpass bridge crossings and the mainline approaches along Northern Parkway at Reems Road and Litchfield Road in Surprise, Arizona. The project included construction of roadway embankment, asphalt concrete pavement, Portland Cement Concrete Pavement, median curb, concrete curb and gutter, concrete sidewalk, concrete median pavement, catch basins, storm drain pipes, structural excavation and backfill, pier and retaining wall construction, drilled shafts, anchor and approach slabs, girder placement, and bridge deck. Our services included observation, testing, and sampling during the placement of concrete, asphalt, and soil; in-house laboratory testing of soil, asphalt, and concrete materials and project management, data processing and report review services of the laboratory and field test reports.

Northern Arizona University, Fieldhouse Floor Replacement for New Ice Rink, Flagstaff, Arizona: Project Principal during materials testing special inspections services for the Fieldhouse Floor Replacement project for a new ice rink located in Building No. 30 at Northern Arizona University in Flagstaff, Arizona. The project included the construction of a new concrete slab on grade and refrigerated slab covering a total area of approximately 45,000 square feet and will also be comprised of fieldhouse building additions for restroom and storage use as well as site amenities, and other athletic facilities. Our testing and inspection services included observation, testing, and sampling during the placement of soil, aggregate, and concrete; laboratory testing of soil, aggregate, and concrete; concrete placement inspection; soil compaction, subbase, and base materials testing and inspection.

E. Craig Rees, Principal, Construction Services | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

E. Craig Rees Principal, Construction Services EXPERIENCE (continued) Peoria Sports Complex Improvements, San Diego Padres & Seattle Mariners, Peoria, Arizona: Project Principal during materials testing and quality control services during construction of the Peoria Sports Complex Improvements that included nearly 57,000 square feet of building area and 5,000 square feet of exterior improvements for both the San Diego Padres and Seattle Mariners Clubhouses. The buildings consisted of a 2-story tilt-panel and masonry structures beared on shallow foundations. Site work included temporary crane pad foundations, concrete slabs and sidewalks, with minor asphaltic concrete paving, and curb and gutter. Our services included observation and testing during placement of fill soils; field density testing of subgrade fill and backfill soils; and aggregate base course; inspection, sampling, and testing during placement of structural concrete; inspection, sampling, and testing of mortar and grout; field density testing of asphaltic concrete; laboratory testing of soils, aggregates, concrete, grout, mortar and asphaltic concrete materials; special inspection of concrete, structural steel, welding, and masonry reinforcement; and project management, data processing, and report review services of laboratory and field test reports. This project won the 2015 Project of the Year Award by the American Public Works Association, Arizona Chapter.

City of Tempe, Tempe Town Lake Western Dam Replacement, Tempe, Arizona: Project Principal during materials testing, quality assurance, and inspection services after a rubber bladder at the west end of the Tempe Town Lake failed, draining millions of gallons of water from the lake. The purpose of this project is to replace the current failing rubber bladder dam with the world’s largest hydraulically-operated steel gate dam. The gates weight was approximately 140,000 pounds and is supported by four stands. The project also included approximately 47,000 cubic yards of concrete. Our materials testing, quality assurance, and inspection services included observation, testing, and sampling during the placement of soil; foundation improvement inspection and observation; concrete placement inspection; soil compaction testing and inspection; proof-rolling observation; and project management, data processing, and report review services of field and laboratory testing reports.

Mesquite Solar 2 and 3, Tonopah, Arizona: Project Principal during materials testing and laboratory services for Mesquite Solar 2 and 3 located in Tonopah, Arizona. The project consisted of mass grading of an approximate 500 acre site; soil cementing of channel bot-tom and side slopes; installation of several cast-in-place concrete box culverts; and the installation of site/perimeter roadways and ramps. Our services included performing field observation and in-place density testing and laboratory testing of the prepared subgrade, fill and backfill soils, and aggregate materials; performing sampling and testing during the concrete placements; performing field observation and in-place density and moisture testing during soil cement operations; laboratory testing to evaluate the compressive strength of concrete and soil cement specimens; and preparing final reports for field testing/inspection services and materials laboratory testing services.

Pinal County, Hunt Highway Improvements Phase IV: Bella Vista Road to Magma Road, San Tan Valley, Arizona: Project Principal during materials testing services for the Hunt Highway Widening Phase IV project located on Hunt Highway from Bella Vista Road to Magma Road in San Tan Valley, Arizona. The project included new roadway and a storm drain system including removals, grading, asphalt concrete (AC) paving, aggregate base course, geogrid, pavement milling, curb and gutter, sidewalk, sidewalk ramps, concrete driveways, decomposed granite, catch basins, concrete scuppers, retention basins, dumped riprap, galvanized metal pipe hand railing, NMIDD irrigation improvements, landscaping, pre-cast box culverts, pre-cast junction structures, structure excavation and backfill, traffic signals, traffic signing, pavement markings and traffic control. Our materials testing services included observation, testing, and sampling during the placement of soil, aggregate, concrete, and asphalt; in-house laboratory testing of soil, aggregate, concrete, and asphalt materials; and project management, data processing, and report review services of field and laboratory testing reports.

Holiday Inn Express, Lake Havasu City, Arizona: Project Principal during construction materials testing and special inspections for the Holiday Inn Express located in Lake Havasu City, Arizona. The project included a new 54,000 square foot 96 room hotel, pool, and site. Paved travel lanes and parking spaces were also planned around the perimeter of the building. Our materials testing services included observation, testing, and sampling during excavation and the placement of subgrade soils; observation, testing, and sampling during the placement of asphalt concrete, concrete, and masonry; special inspections during over excavations, structural concrete, structural steel, framing, bolting, welding, non-destructive testing moment welding, and masonry; special inspections during the placement of Exterior Insulation and Finish Systems, and spot checking shower waterproofing; in-house laboratory testing of soils, asphalt, mortar/grout; and project management, data processing, and report review services of field and laboratory testing reports.

Curtis M. Cope, Senior Project Geologist | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Curtis M. Cope Senior Project Geologist



EDUCATION B.S., Geology, 2005, Northern Arizona University

REGISTRATIONS AND CERTIFICATIONS Nuclear Gauge Operator Certification

PROFESSIONAL AFFILIATIONS International Code Council

Mr. Cope is experienced providing project management for geophysical evaluations, geotechnical evaluations, construction materials testing, and inspections. Mr. Cope performs quality control for all types of construction including earthen embankments, underground utilities, structures, flood control, water resources, and roadways. He performs management services for field testing of concrete and asphaltic concrete as well as laboratory testing. Mr. Cope is specialized in earthen embankment dam construction, providing quality assurance management for several flood retarding structures throughout Arizona. Mr. Cope is well versed in placement observations, field sampling, and inspection of concrete, asphaltic concrete, mortar, and grout. Additionally, he has the required skill set to anticipate project needs and provide technical assistance during all phases of construction. Mr. Cope manages construction materials testing projects, including managing project budgets and meeting and interacting with clients and design professionals. He also coordinates and oversees field activities, including field technicians and inspectors for projects, visit the project sites to evaluate the work being performed. Mr. Cope conducts technical reviews and approval of all project related paperwork, and assists with troubleshooting on projects.

EXPERIENCE Flood Control District of Maricopa County, White Tanks Flood Retarding Structure No. 4, Buckeye, Arizona: Project Manager during quality assurance oversight and testing services for the design of the White Tanks Flood Retarding Structure (FRS) No. 4 rehabilitation project in Buckeye, Arizona. Ninyo & Moore has been integrally involved with the design of this project; which included the rehabilitation of a 6,800 foot long dry-earth dam, massive flood pool grading, and new concrete inlet and spillway features. The purpose of the project was to repair documented deficiencies associated with the FRS including horizontal and transverse cracking through the FRS embankment, removal and replacement of principal outlets so that they meet current design standards, embankment raising to accommodate increased floodpool storage, re-grading existing floodpool to eliminate existing dead-storage areas and improvements to the existing auxiliary spillways. Our quality assurance oversight services included observation, testing, and sampling during the placement of soil and aggregate; in-house laboratory testing of soil and aggregate materials; concrete placement inspection; soil compaction testing and inspection; proof-rolling observation; and project management, data processing, and report review services of field and laboratory testing reports.

Arizona State University, Center for Law and Society, Phoenix, Arizona: Project Manager during materials testing and special inspection services for new construction of the Arizona Center for Law and Society building in downtown Phoenix, Arizona. The campus is a 268,000-sq.-ft. ground-up, 5-story above-ground and 2-story below ground parking structure. The project scope is comprised of instructional space in the form of lecture halls, classrooms, and seminar rooms, a moot courtroom, law library, undergraduate instructional space, graduate student space, institutes, centers, and clinics, space for the law journals, a law firm, and ancillary support spaces. A minimum of LEED Gold certification was targeted and features an HVAC system that will be utilizing an active-chilled beam system and Airfloor. Our materials testing and special inspections services included observation, testing, and sampling during the placement of soil, asphalt, aggregates, and concrete; special inspections including reinforcing steel in concrete, structural masonry, structural steel and welding, pre-cast concrete plant inspection, and spray applied fire proofing materials; laboratory testing of soil, aggregates, concrete, and asphalt; and project management, data processing, and report review services of laboratory and field test reports.

Curtis M. Cope, Senior Project Geologist | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Curtis M. Cope Senior Project Geologist EXPERIENCE (continued) Arlington Valley Solar Energy Substations, Arlington, Arizona: Project Manager for the Arlington Valley Solar Energy project located in Arlington, Arizona. The 125-megawatt facility, among the world’s largest photovoltaic (PV) farms, sits on approximately 1,160 acres of land and incorporates over 600,000 PV panels. Responsible for oversight during project activities consisting of subsurface explorations; in-house laboratory testing; preparation of geotechnical and construction material testing letters and reports; percolation testing; and in-situ density testing.

Tucson International Airport – Runway 11L-29R Rehabilitation, Tucson, Arizona: Project Manager during quality acceptance testing services for the Runway 11L-29R Rehabilitation at the Tucson International Airport (TIA), in Tucson, Arizona. Tucson Airport Authority was planning to perform improvements to the existing airport pavements. The improvements included the rehabilitation of runway 11L-29R, rehabilitation of the runway overruns, runway overrun extension, removal of existing taxiways, construction of new taxiways, and drainage improvements. Our quality acceptance testing services included observation, testing, and sampling during the placement of soil, aggregate, concrete, and asphalt; in-house laboratory testing of soils, aggregates, concrete, masonry, mortar, grout, and asphaltic concrete materials; asphalt batch plant inspections; and project management, data processing, and report review services of field and laboratory testing reports.

EPCOR, West Valley Regional Water Reclamation Facility, Goodyear, Arizona: Project Manager during geotechnical and geophysical services for the proposed EPCOR West Valley Regional Water Reclamation Facility in Goodyear, Arizona. The facility included features such as screening; grit removal; equalization; secondary treatment; tertiary filtration - upflow sand filters; disinfection - chlorination with de-chlorination for discharge; power and internal power distribution; auxiliary power (generator); administration building; and lift station after treatment process to discharge into the recharge basins. Our services included background review; geologic survey of the site to evaluate the possible earth fissure liniments at the site; performing seismic refraction surveys at the site to evaluate the presence of earth fissures immediately beneath the surface; subsurface explorations; test pit excavation; in-house laboratory testing; double-ring field infiltration test; and preparation of a geotechnical evaluation report.

Silverado Peoria Senior Assisted Living and Memory Care Community, Peoria, Arizona: Project Manager during geotechnical, materials testing, and special inspection services for the Silverado Senior Living Center in Peoria, Arizona. The project included a single-story building, approximately 44,000 square feet, and associated parking and driveway areas including sidewalks, utilities, and retention areas. The new community will provide care to nearly 100 residents. Our geotechnical services included background review; conducting a visual geologic reconnaissance; subsurface explorations; in-house laboratory testing; performing field percolation tests; and preparation of a geotechnical evaluation report. Our materials testing and special inspection services included concrete strength testing; field sampling of concrete; reinforcing steel inspections for concrete and masonry; floor flatness testing; field density testing of soils and asphalt; laboratory testing of soils, concrete, and asphalt; and project management, data processing, and report review services of field and laboratory testing reports.

ADOT, State Route 89: Deep Well Ranch Road to Chino Valley, Prescott, Arizona: Project Manager during construction materials testing for the planned improvements to the State Route (SR 89); Deep Well Ranch Road to South Chino Valley Limits project in Yavapai County, Arizona. The improvements generally included the widening and reconstruction of SR 89 to provide a four-lane roadway, a distance of approximately 4.7 miles. A new roundabout was also constructed at the southern end of this project and provided connection with SR 89 and the new Deep Well Ranch Road, which connected to Ruger Road providing access to the airport. Our services included asphalt coring; nearly 2,000 field density tests of box culverts, storm drains, structural backfill, embankment subgrade and compacted fill, pipe bedding, electrical conduits, headwall backfill, utility lateral backfill, curb and gutter, aggregate base, asphalt, asphalt concrete, and soil; sampling during the placement of concrete; observations; and field test reports.

Raytheon North Airport Expansion, Tucson, Arizona: Project Manager during materials testing and special inspection services for the Raytheon North Airport Expansion project located in Tucson, Arizona. The project includes 4 new buildings known as Building 919 (Central Utility Plant Facility); Building 920 (Advanced Test Facility) which is a 100,000 square foot, 90 foot tall, single story building; Building 921 (Multipurpose Building); and a Visitor’s Center Building. Our services include observation, testing, and sampling during the placement of soil, aggregate, concrete, and asphalt; in-house laboratory testing of soils, aggregates, concrete, masonry, mortar, grout, and asphaltic concrete materials; foundation improvement inspection and observation; pre-placement inspection of reinforcing steel; concrete placement inspection; masonry inspection; soil compaction testing and inspection; proof-rolling observation; subbase and base materials testing and inspection; asphalt lay-down inspection; floor flatness testing; visual weld, bolt torque inspection of structural steel, metal decking, and fab shop inspections; and project management, data processing, and report review services of field and laboratory testing reports.

Dylan J. Funkner, Staff Environmental Scientist | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Dylan J. Funkner Staff Environmental Scientist



EDUCATION B.S., Urban Planning, 2015, Arizona State University

REGISTRATIONS AND CERTIFICATIONS EPA, AHERA Initial Building Inspector

EPA, AHERA Initial Contractor/Supervisor

EPA Lead-Based Paint Inspector

Respirator Fit Test

Mr. Funkner is responsible for performing asbestos and lead-based paint surveys, consulting on asbestos abatement projects, air-monitoring during abatement projects and remedial action investigations, evaluating regulatory compliance, and providing project management and client liaison services. He performs hazardous materials evaluations and prepares subsequent management plans, abatement specifications, and project oversight documentation.

EXPERIENCE ADOT, Industrial Properties, Phoenix, Arizona: Staff Environmental Scientist during an asbestos survey and asbestos abatement that included perimeter air monitoring, contractor surveillance, and final visual inspection for selective asbestos roofing removal at two industrial properties located in Phoenix, Arizona. The ACM removed from the property involved approximately 23,000 square feet of roofing. Our services included a preliminary assessment of the site to observe homogeneous suspect ACM; collecting bulk samples of suspect ACMs; preparation of an asbestos survey; full-time project monitoring during asbestos abatement activities; collection of perimeter air samples during outdoor ACM roofing removal and submitting the samples to an accredited laboratory for Phase Contrast Microscopy (PCM) analysis; conducting a post abatement visual inspection; preparation of a field project monitoring log during the project; review of abatement contractor submittals and other project documentation; and preparation of an abatement close out report that included air sampling data, daily field notes, waste disposal documentation, and copies of site personnel’s certifications.

Commercial Property, 7th Avenue and Osborn Road, Phoenix, Arizona: Staff Environmental Scientist during a Phase I Environmental Site Assessment (ESA), Asbestos-Containing Material (ACM) Survey, Hazardous Building Material (HBM) Survey, Vapor Encroachment Condition (VEC) Survey, and Asbestos Abatement Oversight of the commercial property located in Phoenix, Arizona. The project consisted of approximately 5.8 acres with two commercial buildings, asphalt-paved parking and driveway areas, and concrete sidewalks. Our Phase I ESA services included physical review of site facilities and practices; assessment of past and present site usage; evaluation of site characteristics; adjacent property evaluation; and preparation of this Phase I ESA report. Our ACM services included a visual reconnaissance of the areas within the scope of work to evaluate the possible presence of ACMs; collecting up to 210 bulk samples and submitted these samples to an independent laboratory for analysis of asbestos content; preparation of site figures showing suspect ACM sample locations; and preparations of an asbestos survey report presenting our data and summarizes field activities, evaluated materials, and locations. Our HBM services included requesting reanalysis of 62 bulk samples previously collected in our asbestos building materials survey; collecting 13 additional paint chip samples from paint observed on wooden and metal substrates across the site, and submitted the samples for laboratory analysis; and preparation of a report presenting our methodology, findings, opinions, and conclusions for the survey. Our VEC services included preparation of a site- and project-specific Health and Safety Plan (HASP) for the sampling event; coordination of utility locating; subsurface explorations; collection of soil vapor samples from each test boring; laboratory analysis of soil vapor samples for volatile organic compounds; and preparation of a VEC report. Our Abatement Oversight services included pre-construction abatement consulting; periodic abatement oversight and reporting; and post-abatement reporting. We also provided geotechnical and materials testing services on this project.

Dylan J. Funkner, Staff Environmental Scientist | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Dylan J. Funkner Staff Environmental Scientist EXPERIENCE (continued) The Mason Townhomes, Phoenix, Arizona: Staff Environmental Scientist during a mold assessment and post-remediation microbial services for “The Mason” Bethany Townhomes located in Phoenix, Arizona. The project included the demolition of the existing apartment building and design and construction of a seven building, 33 townhomes with a 2-car garage each, two- to three-story building with a footprint area of approximately 100,000 square feet. The construction is comprised of residential apartments as well as site amenities, landscaping, and other features. Our mold assessment and post-remediation microbial services included a visual assessment of the affected kitchen areas, and pre-remediation air sampling within each affected area and immediately outdoors, to evaluate the airborne mold spore content of the indoor spaces and compare to ambient outdoor concentrations of spores. Limited tape sampling was also performed in each unit of discolored or moisture-impacted building materials in the kitchen attic space, and horizontal surfaces at countertop or floor level in the kitchen. We also prepared reports for various buildings and units. We also provided geotechnical and materials testing services on this project.

City of Glendale, Arrowhead Ranch Wastewater Reclamation Treatment Plant, Glendale, Arizona: Staff Environmental Scientist during asbestos-containing materials (ACM) and lead-based paint (LBP) surveys of the Arrowhead Ranch Wastewater Reclamation Facility located in Glendale, Arizona. The project included a one-story, 9,000 square foot Administrative Building, which contained offices, conference room, control room, labs, and maintenance areas. Our services included a preliminary assessment of the Site to observe homogeneous suspect ACM and suspect LBP, and subsequently developed a sampling scheme; collected bulk samples of suspect ACM; screened accessible painted surfaces for lead content with an Innov-X Systems Alpha Series X-Ray Florescence (XRF) analyzer; and preparation of a report presenting our methodology, findings, opinions, and conclusions for the surveys.

ADOT, Commercial, Residence and Trailer property, Maricopa, Arizona: Staff Environmental Scientist during pre-demolition asbestos-containing materials (ACM) and lead-based paint (LBP) surveys and asbestos abatement oversight of the commercial, residence, and trailer property located at 44632 West Maricopa-Casa Grande Highway, in Maricopa, Arizona. The project included commercial, residence and trailer property with: one commercial building of approximately 1,750 square feet, built in 1946; one single-family residence of approximately 400 square feet, built in 1954; and one travel trailer with a two-room addition of approximately 350 square feet total. Our services included performing a preliminary assessment of the Site to observe homogeneous suspect ACM and suspect LBP, and subsequently developed a sampling scheme; collecting bulk samples of suspect ACM; and screening accessible painted surfaces for lead content with an Innov-X Systems Alpha Series X-Ray Florescence (XRF) analyzer; and preparation of a report presenting our methodology, findings, opinions, and conclusions for the surveys.

Buckskin State Park Marina & River Island Market, Two Convenience Stores and Associated Gas Stations, Parker, Arizona: Staff Environmental Scientist during a limited asbestos-containing material (ACM) and lead-based paint (LBP) survey of two convenience stores with associated gasoline service stations located in Parker, Arizona. Buckskin Marina was constructed in 1972 and comprises approximately 8,000 square feet, and the River Island Market was constructed in 1980 and comprises approximately 3,200 square feet. Our services included assessment of reasonably accessible building materials to locate homogeneous areas (HAs) and develop a sampling scheme; collecting up to 100 bulk samples from suspect ACMs at both facilities; submitting samples to be analyzed by polarized light microscopy (PLM) method with dispersion staining and visual asbestos quantitation methods; performing insitu XRF analysis or bulk paint chip sampling of painted building components in accessible areas along the interior and exterior of the structure; submitting samples of suspect LBP to be analyzed for lead using atomic absorption flame (FAA) spectroscopy or inductively coupled plasma (ICP), in lieu of XRF testing, or in addition to XRF as confirmation of inconclusive results; and preparation of one combined ACM and LBP survey report for each facility.

Automotive Repair Facility, Phoenix, Arizona: Staff Environmental Scientist during a pre-demolition asbestos-containing materials (ACM) survey of the automotive repair facility involved in the planned demolition located in Phoenix, Arizona. The site was developed as a 2,500 square foot single story building with an attached carport canopy, currently utilized as an automotive repair shop. The building contained two garage bays for automotive repair, along with one office, a lobby area, men’s and women’s restrooms, and three storage rooms. Our services included conducting a preliminary assessment of suspect ACMs to identify homogenous areas of suspect ACMs and develop a sampling scheme; performing bulk sampling of each homogenous area of suspect ACM; and preparation of a report presenting our methodology, findings, opinions, and conclusions for the survey.

Marek J. Kasztalski, PE, Senior Geotechnical Engineer | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Marek J. Kasztalski, PE Senior Geotechnical Engineer



EDUCATION M.S., Civil Engineering, 1978, Warsaw Technical University

REGISTRATIONS AND CERTIFICATIONS PE 44704 (Arizona)

PROFESSIONAL AFFILIATIONS American Society of Civil Engineers

Arizona Society of Professional Engineers

Society of American Military Engineers

Society of Mining, Metallurgy and Exploration

As a Senior Geotechnical Engineer, Mr. Kasztalski has a Master’s degree in Civil Engineering from the Warsaw Technical University. Mr. Kasztalski has a thorough understanding and knowledge of soil mechanics and geotechnical engineering. Mr. Kasztalski manages major geotechnical projects related to new construction and upgrading of transportation facilities, buildings, flood retarding structures and drainage improvements, energy related facilities, and wastewater treatment plants. His responsibilities also include conducting data compilation/reduction and performance of geotechnical analysis. Mr. Kasztalski is responsible for meeting and interacting with clients, developing proposals and fee estimates. He also prepares and reviews technical documents. Mr. Kasztalski has provided these services for a variety of project types including highways, bridge structures, airports, tunnels, pathways, industrial tanks and reservoirs, pump stations, solar and LNG farms, parks and recreational facilities, commercial and industrial developments, automobile plants, sports complexes, hospitals, and educational facilities.

EXPERIENCE City of Tucson, Silverbell Road Improvements, Tucson, Arizona: Project Manager during geotechnical services in support of the design of roadway improvements for an existing 2.6-mile long segment of Silverbell Road, from El Camino Del Cerro to Goret Road located in Tucson, Arizona. The improvements will increase roadway and intersection capacity, improve the roadway alignment and profile to enhance safety, provide dedicated facilities for bicycles and pedestrians, install drainage improvements to eliminate flooding and road closures, and provide necessary access control. In general, the scope of new improvements included construction of a 4 lane divided roadway with depressed median and 6-foot wide bike lanes; construction of 10-foot wide multi-use path or concrete sidewalks; reconstruction of intersections to provide turn lanes and appropriate storage capacity; installation of pipe and box culverts at about thirty drainage crossings; construction of soils nail retaining walls; and other improvements such as bus pullouts, lighting, landscaping, etc. Our services included background review; subsurface explorations; in-house laboratory testing; geotechnical analysis; and preparation of a geotechnical evaluation report presenting recommendations for the project design and construction. As a separate task, Ninyo & Moore prepared a complete design for up to 6 soil nail retaining walls including the construction plans and specifications.

Tucson International Airport – Runway 11L-29R Rehabilitation, Tucson, Arizona: Project Manager during geotechnical and pavement evaluation services for the Runway 11L-29R Rehabilitation at the Tucson International Airport (TIA), in Tucson, Arizona. Tucson Airport Authority was planning to perform improvements to the existing airport pavements. The improvements include the rehabilitation of runway 11L-29R, rehabilitation of the runway overruns, runway overrun extension, removal of existing taxiways, construction of new taxiways, and drainage improvements. Our geotechnical services included background review; subsurface explorations; coring the existing Portland Cement Concrete and asphaltic concrete pavement; performing dynamic cone penetration tests; in-house laboratory testing and preparation of a geotechnical evaluation report presenting our methodology and findings regarding the geotechnical conditions at the project site. We also provided quality acceptance testing services on this project.

University of Arizona Wildcat Academic Center, Tucson, Arizona: Project manager during geotechnical and geophysical services for the Arizona Wildcat Academic Center project located within the University of Arizona campus in Tucson, Arizona. At the time of our evaluation, the site consisted of a parcel developed with sports facilities, asphaltic concrete and Portland cement concrete pavements, natural grass turf and hardscape. The University of Arizona was planning to demolish the facilities currently existing within the project site and construct the Arizona Wildcat Academic Center. The new building will have 2 stories and its footprint will be on the order of 20,000 square feet. Our geotechnical services included background review; conducting a visual reconnaissance of the project area and marking out the boring locations; evaluating underground utilities at the boring locations using geophysical survey techniques prior to drilling; subsurface explorations; in-house laboratory testing; and preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations regarding the proposed design and construction. We also provided construction materials testing on this project.

Marek J. Kasztalski, PE, Senior Geotechnical Engineer | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Marek J. Kasztalski, PE, LEED AP Senior Geotechnical Engineer EXPERIENCE (continued) Southwest Gas, Tucson LNG Facility, Tucson, Arizona: Project Manager during geotechnical and geophysical services for the proposed Tucson Liquid Natural Gas (LNG) Facility to be located north of Valencia Road and west of undeveloped extension of Pantano Road in Pima County, Arizona. The purpose of our evaluation was to assess the subsurface conditions at the project site in order to provide geotechnical recommendations for design and construction. The project consisted of the following major installations that will be enclosed by a security fence, with a new access road from Valencia road: a single story multipurpose building to house administrative, operations, warehouse, and small maintenance activities, complete with sanitary facilities; single story metal building to house processing equipment; two-position truck loading/unloading facility (transfer facility), including associated pavements; an LNG storage tank with spill containment dike; septic system and industrial wastewater runoff infiltration areas; and associated underground utilities. Our services included background review; conducting a visual reconnaissance of the project area; subsurface explorations; test pit excavation; percolation testing; in-house laboratory testing; performing a refraction microtremor (ReMi) survey; and preparation of a geotechnical evaluation report presenting our analyses, findings, conclusions, and recommendations regarding the proposed design and construction.

Arizona State Veteran Home, Tucson, Arizona: Project Manager during geotechnical services for the Arizona State Veteran Home located in Tucson, Arizona. The project included the design and construction of new housing facilities for the Arizona State Veteran Home. In general, the project consisted of five new buildings, totaling about 138,000 square feet in area; access and parking area, and associated underground utilities. The purpose of the evaluation was to assess the subsurface conditions at the project site in order to formulate geotechnical recommendations for design and construction. Our services included performing geologic research and a walking geologic reconnaissance of the project site; conducting a site visit to select and mark out the proposed boring locations; subsurface explorations; in-house laboratory testing; and preparation of a report presenting findings, conclusions, and geotechnical recommendations.

Davis-Monthan Air Force Base, Aerospace Ground Equipment Maintenance Storage Facility, Tucson, Arizona: Project Manager during geotechnical and geophysical services for the Aerospace Ground Equipment Maintenance Storage Facility located within the Davis-Monthan Air Force Base in Tucson, Arizona. The project included the design and construction of a new Aerospace Ground Equipment Maintenance Storage Facility, an open storage area, including the hardstand (paved AC and PCC storage areas excluding traffic lanes) and service traffic lanes, underground utilities, parking areas, and driveways. Our services included geologic research and a geotechnical exploration, which included drilling exploratory borings and field electrical resistivity surveys; in-house laboratory testing of representative samples; and preparation of a report presenting findings, conclusions, and geotechnical recommendations.

Pima County, Rillito Park Improvements, Tucson, Arizona: Project Manager during geotechnical services for the Rillito Park Improvements project in Tucson, Arizona. The project generally consisted of the design and construction of various improvements within the Park, which will be sequenced in multiple phases of work and included the Market Place, Maintenance Yard and Stables, Soccer Fields, Roadways, Drainage, Parking Areas, Restrooms and Ramadas, and Utilities. Our geotechnical services included background review; conducting a visual geologic reconnaissance of the project area and marking our boring locations in the field; subsurface explorations; in-house laboratory testing; and preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations regarding the design and construction of the project. We also provided construction materials testing on this project.

Pima County, 22nd Street Sewer Replacement Project, Tucson, Arizona: Project Manager during geotechnical services for the proposed 22nd Street Sewer Replacement project in Tucson, Arizona. Pima County was intending to replace an existing clay pipe sewer line with a new polyvinylchloride (PVC) pipe main and construct new concrete manholes. Our services included background review; conducting a field trip to the site to perform geologic reconnaissance; subsurface explorations; in-house laboratory testing; and preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations regarding the design and construction of the project.

Pima County, Sabino Creek Force Main and Lift Station Improvements, Tucson, Arizona: Project Manager during geotechnical and geophysical services for a new pump station and force main in the area of Sabino Canyon in Tucson, Arizona. The project included the design and construction of a new pump station and a 5-inch diameter sewer force main line of a total length of approximately 2,800 feet. Our services included a visual geologic reconnaissance of the project area and background review; subsurface explorations; conducting seismic refraction surveys; in-house laboratory testing; and preparation of a report presenting our findings, conclusions, and recommendations regarding excavation, backfill and bedding criteria, borrow material, suitability of native soils as backfill, earthwork factors, and construction considerations.

City of Tucson, Clearwell Reservoir Rehabilitation, Tucson, Arizona: Project Manager during geotechnical and geophysical services for the 60 million gallon Clearwell Reservoir rehabilitation project located in Tucson, Arizona. The project included draining and plugging of the reservoir; removing deck of entire cell; removing girder over columns; sandblast A.B.S at top of columns along center wall down to clean metal; removing existing liner; furnishing and installing new CSPE liner; installing new shear walls; installing X-bracing and new deck roofing; and cleaning, filling, and disinfecting the reservoir. Our geotechnical services included background review; subsurface explorations; performing Ground Penetrating Radar (GPR) survey; compiling and analyzing data; and preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations regarding the design and construction of the proposed improvements. We also provided quality control/assurance, materials testing, and special inspection services on this project.

Mark J. Guatney, PE, CHMM, Principal Engineer | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Mark J. Guatney, PE, CHMM Principal Engineer, Environmental Operations



EDUCATION M.B.A., Business Administration, 2008, University of Phoenix

B.M.E., Mechanical Engineering, 1985, Georgia Institute of Technology

REGISTRATIONS AND CERTIFICATIONS AZ PE (Environmental) 53561

AZ PE (Mechanical) 28202

IL PE 062-060122

CHMM No. 15023

AHERA Asbestos Building Inspector

AHERA Asbestos Contractor/Supervisor

AHERA Asbestos Management/Planner

AHERA Asbestos Project Designer

Arizona Smoke School – EPA Method 9 – Visible Emissions Training

OSHA HAZWOPER 40-Hour

OSHA HAZWOPER 8-Hour Refresher

PROFESSIONAL AFFILIATIONS American Public Works Association

Arizona Rock Products Association

Environmental Professionals of Arizona

Institute of Hazardous Materials Management

Valley Partnership

Mark is an Arizona registered Environmental and Mechanical Professional Engineer (PE) and a Certified Hazardous Materials Manager (CHMM). Mark is equally well versed in asbestos, and was initially accredited as an asbestos Building Inspector, Management Planner and Supervisor in 1987, and performed many original AHERA inspections and management plans in Phoenix and across the U.S, as well as designed and managed the oversight of many asbestos abatement projects on school campuses and commercial buildings. Mark was originally certified as a Lead-Based Paint Inspector and Risk Assessor in 1992, after the passing of Title X lead regulations, and managed one of several teams nationwide that beta tested the HUD Guidelines for Lead-Based Paint that were issued in 1995. Beginning in 1996, Mark began managing a 10-year consulting engagement with the City of Phoenix conducting lead-based paint inspections, risk assessments and abatement oversight on target housing under a HUD grant for lead hazard control. In addition to his extensive experience performing and managing lead-based paint and asbestos projects, Mark is also an experienced environmental site assessor, soil and groundwater investigator, and remediation designer. His capabilities and experience also include industrial hygiene services consisting of indoor air quality, allergens and mold studies; air quality permitting and emissions inventories; annual Tier 2 and Form R reporting, SPCC planning, and a variety of other due diligence and regulatory compliance services.

EXPERIENCE City of Phoenix, Rose Mofford Sports Complex, Phoenix, Arizona: Project Manager during a pre-demolition asbestos-containing material (ACM) survey of the office trailer in the northern portion of the Rose Mofford Sports Complex in Phoenix, Arizona. The project included the mobile home/office trailer structure to be completely demolished and hauled away for offsite disposal. The objective of our survey was to identify and quantify accessible ACM throughout the interior and exterior of the structure. Our services included conducting a preliminary assessment of suspect ACMs to identify homogeneous areas of suspect ACMs and develop a sampling scheme; performing bulk sampling of each homogenous area of suspect ACM; submitting samples to a certified laboratory for analysis by polarized light microscopy, point count analysis, and Transmission Electron Microscopy analysis; collecting building material samples from the structure; and preparation of a report presenting the analytical data and summarizing the results of the materials assessed.

City of Glendale, Site 3 – Portion of Residential Equine Lot, Glendale, Arizona: Project Manager during a Phase I Environmental Site Assessment (ESA) on the northern 1.9-acre portion of the residential equine lot located in Glendale, Arizona. At the time of the reconnaissance, the site was a partially fenced livestock paddock and yard. Our services included physical review of site facilities and practices; assessment of past and present site usage; evaluation of site characteristics; adjacent property evaluation; and preparation of this Phase I ESA report presenting our methodology, findings, opinions, and conclusions regarding the environmental conditions at the site.

City of Chandler, Former Tire Facility, Chandler, Arizona: Project Manager during a Phase II Environmental Site Assessment, Well Development, and Groundwater Sampling at the former tire facility located at the NEC of Arizona Avenue and Buffalo Street in Chandler, Arizona. The site operated as a gasoline/service station from approximately 1932 to approximately 1975 when the Site was acquired by Dayton Tire. Two underground storage tanks (USTs) and associated pump islands were removed and the site buildings were demolished in 1986. The site has been vacant since 1986 and the exact locations of the former USTs, pump islands, and piping is unknown. Task 1 included a limited records search to identify properties in the nearby vicinity of the site; preparation of a work plan; subsurface

Mark J. Guatney, PE, CHMM, Principal Engineer | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Mark J. Guatney, PE, CHMM Principal Engineer, Environmental Operations EXPERIENCE (continued) investigation of soil and groundwater; laboratory testing; assisting the City on multiple approaches for remediation of the soil and groundwater contamination; preparation of a quality assurance project plan to address QA and QC policies associated with the collection of environmental data; preparation of a site-specific health and safety plan; and preparation of a report presenting the investigative methodology, results of field and analytical tests, conclusions, and recommendations. Task 2 included preparation of VRP application package that included the application form, background review, assessment of site-specific remedial options, and remedial goal recommendations; and meetings with ADEQ. Task 3 included well condition evaluation and redevelopment, groundwater purging and sampling, investigation-derived waste, and preparation of data evaluation and letter report.

Shutterfly Facility, Air Permit Modification, Tempe, Arizona: Project Manager during an Air Permit Modification and Spreadsheet Development services to the Non-Title V Permit application for the Shutterfly facility in Tempe, Arizona. Our services for this project included monthly tracking of chemical usage and pollutant emissions, providing function to compare 12-month rolling total emissions to new air permit conditions; add function to compare recycling/recovery of inks and oils to BACT minimum control efficiency; add Ethylene Glycol purchases and waste stream; and additional cross-linked spreadsheet to track individual Digital Press chemical usage and impressions on a monthly basis.

Town of Queen Creek, Residential & Commercial Site Assessment, Queen Creek, Arizona: Project Manager during a Phase I Environmental Site Assessment (ESA) on four parcels located in Queen Creek, Arizona. At the time of our reconnaissance, the site is approximately 7 acres and was residential and residential converted to commercial office use properties on the east portion, with horse (equine) usage on the western portions of the site. Our scope of work for this Phase I ESA included physical review of site facilities and practices; assessment of past and present site usage; evaluation of site characteristics; adjacent property evaluation; and preparation of a Phase I ESA report presenting our methodology, findings, opinions, and conclusions regarding the environmental conditions at the site.

ADOT, Residential Property, Maricopa, Arizona: Project Manager during a pre-demolition asbestos-containing material (ACM) and lead-based paint (LBP) surveys, Asbestos Abatement Oversight, air monitoring, contractor surveillance, and final visual inspection of a residential property located in Maricopa, Arizona. At the time of our survey, the residential property was developed with one mobile home or trailer structure, a small tin shed, and one wood-framed shed or storage building. The remainder of the Site was bare soil and concrete-paved parking or patio area. Our ACM and LBP services included performing a preliminary assessment of the site to observe homogeneous suspect ACM and suspect LBP, and subsequently developed a sampling scheme; collecting bulk samples of suspect ACM. The samples were analyzed for asbestos by polarized light microscopy (PLM). Sample analysis was conducted according to USEPA protocol described in the Asbestos Hazard Emergency Response Act (AHERA) (Code of Federal Regulations, Section 40, Part 763). Screening accessible painted surfaces for lead content with an Innov-X Systems Alpha Series X-Ray Florescence (XRF) analyzer. The XRF analyzer was operated in accordance with the Performance Characteristic Sheet associated with the instrument. Preparation of an ACM and LBP survey presenting our methodology, findings, opinions, and conclusions for the surveys. Our asbestos abatement oversight services included full-time project monitoring during asbestos abatement activities; collection of daily perimeter air samples; submittal of air samples to an accredited laboratory for Phase Contrast Microscopy (PCM) analysis; conducting a post abatement visual inspection of the abatement work area; preparation of a field project monitoring log during the project; and preparation of an abatement close out report that included air sampling data, daily field notes, waste disposal documentation, work area sign-in sheets, and copies of site personnel’s Asbestos Hazard Emergency Response Act (AHERA) Supervisor certification.

Arizona Water Company, Vacant Lot, Phoenix, Arizona: Project Manager during a Phase I Environmental Site Assessment (ESA) on approximately two acres of vacant, graded land located in Phoenix, Arizona. Our services included physical review of site facilities and practices; assessment of past and present site usage; evaluation of site characteristics; adjacent property evaluation; and preparation of a Phase I ESA report.

City of Glendale, Arrowhead Ranch Wastewater Reclamation Treatment Plant, Admin Building, Glendale, Arizona: Project Manager during asbestos-containing materials (ACM) and lead-based paint (LBP) surveys of the Arrowhead Ranch Wastewater Reclamation Facility located in Glendale, Arizona. The project included a one-story, 9,000 square foot Administrative Building, which contained offices, conference room, control room, labs, and maintenance areas. Our services included a preliminary assessment of the Site to observe homogeneous suspect ACM and suspect LBP, and subsequently developed a sampling scheme; collected bulk samples of suspect ACM; screened accessible painted surfaces for lead content with an Innov-X Systems Alpha Series X-Ray Florescence (XRF) analyzer; and preparation of a report.

Sean C. Jacquemin, PE, Project Engineer | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Sean C. Jacquemin, PE Project Engineer

YEARS OF EXPERIENCE Total Years of Experience: 8 Years with Ninyo & Moore: 2

EDUCATION M.S., Civil, Environmental, and Sustainable Engineering, 2011, Arizona State University

B.S., Civil Engineering, 2009, Arizona State University


24-Hour Mine Safety and Health Administration Certification

40-Hour OSHA HAZWOPER

8-Hour OSHA HAZWOPER Refresher

PROFESSIONAL AFFILIATIONS American Society of Civil Engineers

Association of Engineering Geologists

Mr. Jacquemin’s background includes experience in providing feasibility and detailed design level engineering studies; geotechnical modeling using various software platforms to perform slope stability, seepage, shear strength reduction, and stress-deformation analyses; construction oversight and quality assurance; and conducting geotechnical laboratory testing and field investigations. Mr. Jacquemin also has experience in project management for geotechnical and construction materials testing. He is currently responsible for review of field inspections, laboratory testing, and material submittals, performing calculations for geotechnical design, preparing and issuing reports and take-offs, managing project budgets, and project coordination.

EXPERIENCE Pinal County, Houston Avenue Fissure, Apache Junction, Arizona: Project Manager during geotechnical and geophysical services for a Fissure Evaluation located near the intersection of Houston Avenue and Warner Drive in Apache Junction, Arizona. An existing earth fissure at this location was exposed and undermined Houston Avenue as the result of a heavy rain event. Since this rain event, the roadway was closed to traffic. Plans called for this segment of roadway to be re-built. Our services included background review; geologic recon; subsurface explorations; in-house laboratory testing; seismic refraction surveys at the site to evaluate the lateral and vertical extent of earth fissure in question; and preparation of a geotechnical evaluation presenting our findings, conclusions, and recommendations.

MCDOT, Palm Lane Storm Drain: 78th Street to Hawes Road, Mesa, Arizona: Project Manager during a geotechnical evaluation for the proposed storm drain that runs along Palm Lane, 1,000 feet west of Hawes Road to 78th Street and along 78th Street from Palm Lane to McDowell Road in Mesa, Arizona. The purpose of our evaluation was to assess the subsurface conditions at the project site in order to develop geotechnical recommendations for design and construction. A segment of Palm Lane and 78th Street was experiencing drainage problems during rainstorms due to poor drainage along the roadway. The new storm drain installation included excavating trenches along the roadway to depths of 4 to 6 feet below the existing ground surface for the placement of storm drain pipes. Our services included reviewing readily available aerial photographs and published geologic literature, including maps and reports pertaining to the project site and vicinity; conducting a visual geologic reconnaissance; coring of the existing asphalt pavement; subsurface explorations; in-house laboratory testing; and preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations regarding the design and construction of the project.

Banner Health Medical Office Building at Desert Ridge, Phoenix, Arizona: Project Manager during materials testing, and special inspection services for the new Banner Health medical office building at Desert Ridge located in Phoenix, Arizona. The project included the design and construction of a new single story, 30,000 square feet medical office building surrounded by paved parking and access areas. The new clinic will provide primary care services, dermatology services with spa and laser treatments and X-ray imaging. It will have 30 exam rooms, an independent laboratory and a conference room. Our materials testing services included field density testing of over-excavation and re-compaction of engineered fill, utility backfill soils, aggregate base course, and asphaltic concrete; inspection, sampling, and testing during placement of concrete; special inspection of concrete and masonry reinforcement, epoxy/adhesive/anchor bolts, and structural steel; laboratory testing of soils, aggregates, asphalt, concrete and mortar materials; and project management, data processing, and report review services of laboratory and field test reports.

Sean C. Jacquemin, PE, Project Engineer | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Sean C. Jacquemin, PE Project Engineer EXPERIENCE (continued) Valley Metro, Tempe Streetcar, Tempe, Arizona: Project Manager during geotechnical and geophysical services for the design of the Tempe Streetcar project. The 3-mile Tempe Streetcar design will be completed in 2018 with construction beginning later in the year. Tempe Streetcar will have 14 stops, 6 vehicles, and 2 Light Rail Transit connections. The modern streetcar vehicles operate on tracks, typically mixed with automobile traffic, and are powered by overhead power lines. Our services included attending a progress and technical meetings; background research and review of the proposed alignment; visual survey of the existing pavement; subsurface explorations; pavement coring and ground penetrating radar scanning to evaluate the limits of existing Portland cement concrete pavement below the existing asphaltic concrete pavement; in-house laboratory testing; analysis of data for pavement and subgrade, and retaining wall foundations; and preparation of a report presenting our findings, conclusions, and recommendations regarding the design and construction of the project.

ADOT State Route 79 & State Route 79B Intersection Testing, Florence, Arizona: Project manager during materials testing services for the State Route 79 & State Route 79B Intersection Testing project located in Florence, Arizona. We were required to Monitor and test the soil backfill of 180 archeological trenches. Our scope of services included; performing field observation and in-place density testing of the prepared subgrade, fill and backfill soils; laboratory testing of materials; and project management, data processing, and report review services of laboratory and field observation test reports.

APS, SE-8 Substation, Casa Grande, Arizona: Project Manager during a geotechnical and geophysical evaluation for the proposed Arizona Public Service (APS) SE-8 Substation to be located at 83 South Thornton Road in Casa Grande, Arizona. The project consisted of the design and construction of a new distribution substation on an approximately 2.8-acre site. The improvements at the site include two access roads to the site and a perimeter wall around the site. Our services included reviewing readily available geotechnical data, aerial photographs, and published geologic literature, including maps and reports pertaining to the project site and vicinity; conducting a visual geologic reconnaissance; subsurface explorations; in-house laboratory testing; field infiltration testing; geophysical services that included measuring soil and thermal resistivity in the field; and preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations regarding the design and construction of the project.

Pinal County, Hunt Highway Improvements Phase IV: Bella Vista Road to Magma Road, Pinal County, Arizona: Project Manager during materials testing services for the Hunt Highway Widening Phase IV project located on Hunt Highway from Bella Vista Road to Magma Road in San Tan Valley, Arizona. The project included new roadway and a storm drain system including removals, grading, asphalt concrete (AC) paving, aggregate base course, geogrid, pavement milling, curb and gutter, sidewalk, sidewalk ramps, concrete driveways, decomposed granite, catch basins, concrete scuppers, retention basins, dumped riprap, galvanized metal pipe hand railing, NMIDD irrigation improvements, landscaping, pre-cast box culverts, pre-cast junction structures, structure excavation and backfill, traffic signals, traffic signing, pavement markings and traffic control. Our geotechnical services included reviewing available geologic literature, geologic maps, and aerial photographs pertinent to the project site; conducting a visual geologic reconnaissance and limited fissure evaluation of the project area; subsurface explorations; in-house laboratory testing; and preparation of a report presenting our findings, conclusions, and recommendations regarding the design and construction of the proposed improvements. Our materials testing services included observation, testing, and sampling during the placement of soil, aggregate, concrete, and asphalt; in-house laboratory testing of soil, aggregate, concrete, and asphalt materials; and project management, data processing, and report review services of field and laboratory testing reports.

City of Phoenix, Flower Street Storm Drain, Phoenix, Arizona: Project Manager during a geotechnical evaluation for a proposed storm drain in Phoenix, Arizona. The purpose of our evaluation was to assess the subsurface conditions at the project site in order to develop geotechnical recommendations for design and construction. The project included the design and construction of a storm drain to mitigate flooding, which consisted of installing a 2-year storm drain system to capture flows before impacting the residences on Flower Street and route the storm drain along Flower Street, Randolph Street, and 14th Street to connect into the existing storm drain system on Thomas Road, a distance of about 2,300 linear feet. Our services included background review; obtaining permits and arranging traffic control; subsurface explorations; in-house laboratory testing; and preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations regarding the design and construction of the project.

City of Peoria, Thunderbird Road 16-inch Waterline Replacement: Loop 101 to Rio Vista Boulevard, Peoria, Arizona: Project Manager during a geotechnical evaluation for the Thunderbird Road Waterline Replacement in Peoria, Arizona. The project included replacing approximately 700 linear feet of watermain along the Thunderbird Road alignment, from the west edge of the ADOT right-of-way for the Loop 101 to 88th Avenue. The balance of the watermain to the east, within the ADOT right-of-way, will be lined rather than replaced. Our services included background review; conducting a visual geologic recon; subsurface explorations; in-house laboratory testing; and preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations regarding the design and construction of the project.

Steven D. Nowaczyk, PE, Managing Principal Engineer | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Steven D. Nowaczyk, PE Managing Principal Engineer



EDUCATION M.S., Geotechnical Engineering, 1994, University of Michigan

B.S., Civil Engineering, 1990, Michigan State University


PE 19584 (New Mexico)

PE 42018 (Colorado)

PE 42103 (Michigan)

National Council of Examiners for Engineering and Surveying 36667

PROFESSIONAL AFFILIATIONS American Council of Engineering Companies

American Society of Civil Engineers

American Society of Professional Engineers

Association of State Dam Safety Officials

AWARDS 2012 Outstanding Engineer of the Year by Engineers Week (E-Week)

Mr. Nowaczyk has over 27 years of geotechnical engineering experience including performing and coordinating geotechnical investigations, monitoring field construction testing activities, performing oversight services for geo-dynamic and geo-investigation projects, providing field quality control support for construction projects, conducting laboratory testing, and reviewing reports. Mr. Nowaczyk provides these services for a variety of project types including dams, highways, bridges, tunnels, treatment facilities, underground utilities, commercial and industrial developments, production plants, airports, sports complexes, hospitals, and educational facilities. As Managing Principal Engineer for Ninyo & Moore’s Arizona operations, Mr. Nowaczyk oversees geotechnical investigations and analyses; reviews and prepares soil and foundation reports and specifications; reviews and provides technical support to engineers, geologists, technicians, and construction personnel; coordinates engineering research and development activities; reviews and performs engineering calculations; and assists in business development.

EXPERIENCE White Tanks Flood Retarding Structure No. 4 Rehabilitation Project, Buckeye, Arizona: Project Manager for the design of the White Tanks Flood Retarding Structure (FRS) No. 4 rehabilitation project in Buckeye, Arizona. Ninyo & Moore provided environmental, geotechnical, post-design, quality assurance oversight, and testing services. Ninyo & Moore has been integrally involved with the design of this project; which included the rehabilitation of a 6,800 foot long dry-earth dam, massive flood pool grading, and new concrete inlet and spillway features. The purpose of the project was to repair documented deficiencies associated with the FRS including horizontal and transverse cracking through the FRS embankment, removal and replacement of principal outlets so that they meet current design standards, embankment raising to accommodate increased floodpool storage, re-grading existing floodpool to eliminate existing dead-storage areas and improvements to the existing auxiliary spillways. Our services included a Phase I Environmental Site Assessment, overseeing all background review, field exploration, engineering analyses, design development, preparation of construction drawings, specifications, and cost estimates. Our quality assurance oversight services included observation, testing, and sampling during the placement of soil and aggregate; in-house laboratory testing of soil and aggregate materials; concrete placement inspection; soil compaction testing and inspection; proof-rolling observation; and project management, data processing, and report review services of field and laboratory testing reports. Design submittals were required at the 30%, 60%, 90%, and 100% levels. In addition, NRCS and ADWR reviewed and commented on each design submittal.

City of Phoenix, Goodyear Airport, South T-Hangar Reconstruction, Goodyear, Arizona: Principal Engineer during geotechnical and geophysical services for the proposed Goodyear Airport South T-Hangar Reconstruction project located in Goodyear, Arizona. The purpose of our evaluation was to assess the subsurface conditions at the project site in order to formulate geotechnical recommendations for design and construction. The improvements included the removal and reconstruction of 40,000 square feet of existing asphaltic concrete pavement along with the adjustment and/or replacement of various utility value boxes, manholes, and storm drain inlets. Our services included background review; attending training classes to access the site; conducting a visual survey of the existing pavement surface; evaluating the presence of underground utilities prior to field activities using geophysical techniques; subsurface explorations; in-house laboratory testing; and preparation of a report presenting our findings, conclusions, and recommendations regarding the design and construction of the project.

Steven D. Nowaczyk, PE, Managing Principal Engineer | Ninyo & Moore | Geotechnical and Environmental Sciences Consultants

Steven D. Nowaczyk, PE Managing Principal Engineer EXPERIENCE (continued) ADOT, US 160 Chinle Wash Bridge Replacement, Teec Nos Pos, Arizona: Principal Engineer during a geotechnical investigation for the Chinle Wash Bridge Replacement Project located in Chinle, Arizona. The project included replacement of the existing 3-span bridge at MP 429.06 on US 160 and a new bridge is to be built just to the north of the existing bridge. Our scope of work included attending ADOT meetings during design development; coordinating with ADOT Bridge Group; obtaining permits; mobilizing a remote-access drilling contractor to drill two bridge borings to a depth of approximately 30 feet for the two piers and two bridge borings to 50 feet for the two abutments; transporting soil and rock samples to ADOT’s Phoenix laboratory; excavate hand-dug test pits along the alignment of the planned roadway for the approaches and obtain bulk samples for delivery to ADOT for laboratory testing and pavement design; preparation of a geotechnical data report; and preparation of foundation data sheets.

Maricopa County, Southwest Regional Court Center, Avondale, Arizona: Principal Engineer during a geotechnical evaluation for the design and construction of the Southwest Regional Court Center project in Avondale, Arizona. The project included architectural and engineering design services for a new Justice Center of approximately 60,000 square feet, housing Justice Courts and supporting facilities, which includes the White Tanks Justice Court, Maryvale Justice Court, Agua Fria Justice Court, and Country Meadows Justice Court. The purpose of our evaluation was to assess the subsurface conditions at the site in order to formulate geotechnical recommendations for design and construction. The project consisted of a new single-story building, paved parking and access areas, retaining walls, and storm water retention basins. Our services included background review; subsurface explorations; in-house laboratory testing; infiltration tests; and preparation of a geotechnical evaluation report presenting our findings, conclusions, and recommendations regarding the design and construction of the project.

Yavapai College – Sheldon Street Garage and Panther Path Education Building, Prescott, Arizona: Principal Engineer during a geotechnical evaluation for the new Sheldon Street Garage and Panther Path Education Building located on the campus of Yavapai College in Prescott, Arizona. The purpose of our evaluation was to assess the subsurface conditions at the project site in order to provide geotechnical recommendations for design and construction. The project included the design and construction of a new 1,000 square foot garage and approximately 9,000 square foot education building. Our services included reviewing readily available aerial photographs and published geologic literature, including maps and reports pertaining to the project site and vicinity; conducting a walking geologic reconnaissance; subsurface explorations; in-house laboratory testing; and preparation of two geotechnical reports presenting our findings, conclusions, and recommendations regarding the design and construction of the project.

Mayo Clinic, Proton Therapy Facility, Phoenix, Arizona: Principal Engineer during a geotechnical evaluation related to the design and construction of a new Proton Therapy Facility located to the east of the existing MCSB building on the Mayo Clinic Hospital campus in Phoenix, Arizona. The Facility included a multi-story building approximately 122,000 square feet with additional vertical and horizontal expandability. In addition, the project includes a drop-off driveway and surface parking to be located adjacent to the new building as well as a retention basin located on the southeast side of the surface parking lot. Our services included background review; a visual geologic reconnaissance of the project site; subsurface explorations; double-ring infiltrometer testing within the planned retention basin location; in-house laboratory testing; and preparation of a geotechnical report.

ADOT, US 60 Design Build, Maricopa County, Arizona: Project Manager during geotechnical services for the U.S. Route 60, High Occupancy Vehicle (HOV) lane project located in Maricopa County, Arizona. The existing freeway will be widened to accommodate HOV and auxiliary lanes between the Interstate 10 (I-10) interchange and the Power Road Interchange, a distance of 15 miles. Numerous overpasses and underpasses will be structurally modified, and retaining walls will be constructed throughout the freeway corridor. The increased capacity will require the construction of new noise walls and the extension of existing noise walls. Construction of a new bridge will be required at the I-10/U.S. 60 interchange to accommodate the HOV lanes. Our services included background review; subsurface explorations of 600 exploratory borings; in-house laboratory testing; and preparation of a project data report.

City of Page, National Park Service, Horseshoe Bend Trail Improvements, Page, Arizona: Principal Engineer during geotechnical services for the Horseshoe Bend Trail Improvements project located in Page, Arizona. The purpose of this project is to plan a sustainable, safe, accessible world-class experience at Glen Canyon’s Horseshoe Bend that preserves the natural, scenic, cultural, and spiritual significance while managing growth and visitor needs. The project included the design and construction of a new hiking trail, approximately 4,000 feet in length. In addition, a stem wall with a railing on top of it is planned at the overlook / viewing area. Future phases may include paved parking and access areas, restrooms at the parking lot area, and monument signage. Our services included background review subsurface explorations; in-house laboratory testing; and preparation of a geotechnical evaluation report.

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

Professional Services Revenue Index Number1. Less than $100,0002. $100,000 to less than $250,0003. $250,000 to less than $500,004. $500,000 to less than $1 Million5. $1 Million to less than $2 Million6. $2 Million to less than $5 Million7. $5 Million to less than $10 Million8. $10 Million to less than $25 Million9. $25 Million to less than $50 Million10. $50 Million or greater

Acoustics, Noise Abatement Land Surveying

Activity Centers Landscape Architecture

Aerial Photography; Airborne Data and Imagery Collection and Analysis

LEED Accredited A/E

Agricultural Development; Grain Storage; Farm Mechanization

LEED Independent 3rd Party Building Commissioning

Air Pollution Control Libraries; Museums; Galleries

Airports; Navaids; Airport Lighting; Aircraft FuelingLighting (Exteriors; Streets; Memorials; Athletic Fields, Etc.)

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

Area Master Planning Materials Handling Systems; Conveyors; Sorters

Auditoriums and Theaters Materials Testing

Automation; Controls; InstrumentationMeasurement / Verification / Conservation Water Consumption

Barracks; Dormitories Medical Related

Bridge Design: Bridges Metallurgy

Cartography Mining and Mineralogy

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

Chemical Processing and Storage Mold Investigation

Child Care/Development Facilities Museums

Codes; Standards; Ordinances Nuclear Facilities; Nuclear Shielding

Cold Storage; Refrigeration and Fast Freeze Office Buildings; Industrial Parks

Commercial Building (Low Rise) ; Shopping Centers Outdoor Recreation

Communications Systems; TV; Microwave Petroleum and Fuel (Storage and Distribution)

Community Facilities Phase I Environmental

Computer Facilities Photogrammetry

Conservation and Resource Management Pipelines (Cross-Country - Liquid and Gas)Construction Management Plumbing and Piping Design

Construction Materials Testing Pneumatic Structures, Air-Support Buildings

Construction Surveying Power Generation, Transmission, Distribution

Controls and Electronics Engineer Prisons and Correctional Facilities

Corrosion 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 Telescopes

Dams (Concrete; Arch) Radio Frequency Systems and Shieldings

Dams (Earth; Rock) ; Dikes; Levees 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 Rehabilitation (Buildings; Structures; Facilities)

Detention Security Systems Research Facilities

Digital Elevation and Terrain Model Development Resources Recovery; Recycling

Digital Orthophotography Rivers; Canals; Waterways; Flood Control

Dining Halls; Clubs; Restaurants Roof Infrared Imaging to Identify Water Leaks

Disability / Special Needs Roofing

Dredging Studies and DesignSafety Engineering; Accident Studies; OSHA Studies

Ecological and Archeological InvestigationsSecurity Systems; Intruder and Smoke Detection

Educational Facilities; Classrooms Seismic Designs and Studies

Electrical Studies and DesignSewage Collection, Treatment and Disposal

Electronics Soils and Geologic Studies; Foundations Elevators; Escalators; People-Movers Solar Energy UtilizationEnergy / Water Auditing Savings Solid Wastes; Incineration; LandfillEnergy Conservation; New Energy Sources Special Environments; Clean Rooms, Etc. Environmental Impact Studies, Assessments or Statements Specifications WritingFallout Shelters; Blast-Resistant Design Storm Water Handling and FacilitiesFire Protection Structural Design; Special Structures

Fisheries; Fish LaddersSurveying; Platting; Mapping; Flood Plain Studies

Forensic Engineering Sustainable DesignGarages; Vehicles Maintenance Facilities; Parking Swimming PoolsGas Systems (Propane; Natural, Etc.) Testing and Inspection ServicesGeodetic Surveying: Ground and Airborne Topographic Surveying and Mapping

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

Highways; Streets; Airfield Paving; Parking Lots ToxicologyHistorical Preservation Traffic and Transportation EngineeringHospital and Medical Facilities Traffic StudiesHotels; Motels TransportationHousing (Residential, Multi-Family; Apartments; Condominiums) Tunnels and Subways

Hydraulics and PneumaticsUrban Renewals; Community Development

Hydrographic Surveying Utilities (Gas and Steam)Industrial Buildings; Manufacturing Plants Value Analysis; Life-Cycle CostingIndustrial Processes; Quality Control Warehouse and DepotsIndustrial Waste Treatment Waste Water Treatment Facility

Intelligent Transportation SystemsWater Resources; Hydrology; Ground Water

InfrastructureWater Supply; Treatment and Distribution

Irrigation; DrainageWater Well Rehabilitation; Water Well Work

Judicial and Courtroom FacilitiesWind Tunnels; Research/Testing Facilities Design

Laboratories; Medical Research Facilities Zoning; Land Use StudiesLabs - General

Labs – Research – Dry

Labs – Research – Wet

FIRMS NAME (INSERT NAME):

ADSPO18-00007787 Number of Projects and Revenue ADSPO18-00007787 2018 Annual Professional Services Qualifications

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