Statement of Qualifications

StatementA of Qualifications

Request for Qualifications for the Services of Engineers, Architects, Land Surveyors, Planners, Landscape Architects, Environmental Health and Safety/Engineering Consultant Calendar Year 2017- Expand Pool

Bid # RFQ-17-076

County of Passaic, New Jersey

Submitted to: Michael Marinello, QPA, CCPO Passaic County Procurement Center 495 River Street – 2nd Floor Paterson, NJ 07524 Phone: (973) 247-3300 Fax: (973) 742-8295 [email protected]

Submitted by: Tectonic Engineering & Surveying Consultants P.C 830 Morris Turnpike, Second Floor Short Hills, NJ 07078 Phone: (973) 467-5850

Thomas J. Critelli, P.E. Executive Vice President and Chief Operating Officer [email protected] (845) 534–5959, ext. 2209

Contact Information: Corporate Headquarters: 70 Pleasant Hill Road, PO Box 37 Mountainville, NY 10953 (845) 534-5959

Short Hills, NJ:

830 Morris Turnpike, Second Floor Short Hills, NJ 07078 (973) 467-5850

Proposal Contact: Thomas J. Critelli, P.E. Executive Vice President and Chief Operating Officer [email protected] (845) 534–5959, ext. 2209

Albuquerque, NM: (505) 830-6015

Boca Raton, FL: (561) 994-1500

Irvine, CA: (949) 502-8555

Latham, NY: (518) 783-1630

New York, NY: (718) 391-9200

Newburgh, NY: (845) 567-6656

Richmond, VA: (804) 217-8504

Rochester, NY: (585) 270-8373

Rocky Hill, CT: (860) 563-2341

Tampa, FL: (813) 374-9177

Tempe, AZ: (480) 629-5333

Walnut Creek: (925) 357-8236

White Plains, NY: (914) 358-9788

Table of Contents

1.0 Executive Summary 1.1 References

2.0 Letter of Intent (Appendix A) 3.0 Certifications Document (Appendix B) 4.0 Firm Overview 5.0 Project Approach & Methodology 6.0 Staffing Plan 7.0 Relevant Project Experience & Resumes of Key Staff Roadway & Intersection Improvements Drainage Improvements & Stormwater Management Civil/Site Engineering Construction Inspection & Project Management Structural Engineering Dam Rehabilitation & Replacement Geotechnical Engineering Environmental Engineering Asbestos Remediation Land Surveying Cultural Resources

8.0 Stockholder Non-Disclosure (Exhibit I) 9.0 Disclosure of Investment Activities in Iran (Exhibit II) 10.0 Licenses & Certifications

1.0 Executive Summary

Tectonic Engineering and Surveying Consultants P.C. is pleased to submit this proposal to provide engineering services to the County of Passaic, New Jersey. Tectonic is proposing to be selected by the County to be added to the County’s pool of qualified providers for engineering services in the following categories:

 Roadway and Intersection Improvements  Drainage Improvements and Stormwater Management  Civil/Site Engineering  Construction Inspection and Project Management  Structural Engineering  Dam Rehabilitation and Replacement  Geotechnical Engineering  Environmental Engineering  Asbestos Remediation  Land Surveying  Cultural Resources  LSRP Services

Tectonic has a New Jersey Department of Environmental Protection (NJDEP) Licensed Site Remediation Professional (LSRP) on staff, experienced with performing environmental services for projects located in the City of Paterson.

Tectonic proposes to perform these services directly for the County without the use of sub consultants.

Tectonic is a multi-disciplined, civil engineering firm with diverse capabilities in civil, structural, geotechnical, environmental, and municipal engineering. Tectonic also provides surveying, construction inspection, and materials testing services. Tectonic has provided these services to public sector organizations since 1986. Tectonic can confidently offer any one or all of these services to successfully complete feasibility reports, studies or designs related to construction or renovation of buildings, roadways, dams, site improvements, utilities, drainage and other infrastructure. Tectonic is experienced in all phases of a project including planning, design, permitting, construction inspection, and operation and monitoring. Having performed services from the planning phase to the monitoring phase, Tectonic is fully capable of providing the County with the engineering required to support the operation and maintenance of their facilities.

Tectonic’s greatest asset is a diversified staff of dedicated, experienced professionals. Our staff of over 500 is comprised of resourceful, results-oriented individuals, including professional engineers, geologists, environmental scientists, surveyors, and construction managers. Tectonic has extensive experience providing a wide-variety of similar services to major city, county and state agencies. Tectonic’s role on similar type projects has varied from design engineering to on-site representative to technical consultant for the contractor. Having served in these various roles, our perspective is broad enough to understand the often times competing needs of the three primary parties on a construction project.

In preparing this proposal, we feel there are several important elements we can provide to the County. Information supporting each of these elements is included in the proposal.

 Professional Qualifications – Tectonic has personnel with the experience, education, and certifications to meet all of the needs of the County in the areas of expertise for service categories being requested for consideration. Resumes of key staff are presented, supporting the experience of our personnel.

 Experience and Competence – Tectonic has the firm experience and expertise in all aspects of civil, environmental, structural, geotechnical, utility, drainage, roadway, dam and infrastructure engineering that will be required for construction projects the County is planning. Descriptions of similar projects are provided documenting the firm’s experience.

 Past Performance – The quality of Tectonic’s past performance is demonstrated by the consistent growth rate of the organization. This growth was only possible by repeat business from past City, County and State Agencies based on quality work.

 Commitment – Tectonic’s management will commit all corporate resources to ensure timely and responsive services to both planned projects and urgent or emergency work.

 Project Understanding and Technical Approach – Personnel assigned to projects will have the necessary experience to undertake simple to complex assignments to support the planning, design and construction of major and minor capital improvements to the County’s facilities and infrastructure.

 Schedule and Cost Performance – Tectonic has demonstrated our ability on numerous public works projects to adhere to schedule and cost demands imposed by the client. By utilizing tracking and scheduling techniques that employ the latest software combined with hands on experience, we will develop a comprehensive schedule to ensure that coordination accounts for the assignment of multiple tasks concurrently and ensures their completion on time and in budget.

1.1 References

1. North Jersey District Water Supply Commission (NJDWSC) Ronald Farr, Principal Environmental Scientist (973) 831-6273 [email protected]

2. Jersey City Public Schools Board of Education Dianna Petolino, Educational Planner (201) 915-6027 [email protected]

3. County of Bergen Department of Parks Alan L. Koenig, Licensed Landscape Architect (201) 336-7265 [email protected]

4. Orange County Department of Public Works Christopher R. Viebrock, Commissioner (845) 291-2780 [email protected]

FEIN: #14-1691128

2.0 Letter of Intent (Appendix A)

3.0 Certifications Document (Appendix B)

4.0 Firm Overview

Our approach to the management and administration of projects is grounded in basic practiced strategies, which have proven to deliver successful products time and again. Tectonic has been in business for over thirty years with a reputation for offering professional quality services to our clients, earning our ranking as one of the Top 500 ENR engineering design firms since 2001. Tectonic has two principals, the founders of the firm, Richard P. Kummerle, P.E., P.P., P.G. and Donald A. Benvie, P.E., both actively managing the firm on a full time basis. Mr. Benvie and Mr. Kummerle primarily work out of Tectonic’s corporate office at 70 Pleasant Hill Rd, Mountainville, NY, located approximately 50 miles from Passaic County. The Chief Operating Officer of Tectonic, Thomas J. Critelli, P.E. is assigned to the Short Hills, New Jersey office. Tectonic has been operating as Tectonic Engineering & Surveying Consultants P.C., a professional corporation, since 2001 and has had the current management personnel for 31 years. Tectonic has never been involved in bankruptcy or re-organization proceedings. All appropriate licenses can be found in Section 9.

Tectonic provides a wide range of planning, design and construction management services for small to large scale roadway projects. Tectonic has provided services for similar work to the New Jersey Department of Transportation, Port Authority of New York and New Jersey, New York Department of Transportation, and New York City Department of Design and Construction. Our involvement with these agencies’ capital programs provides us with a diverse catalogue of experience to draw from in the development of cost-effective pavement maintenance and roadway and bridge rehabilitation programs, and reconstruction of appurtenant facilities including drainage, utilities, guide rails, signage, and ITS systems.

Tectonic’s civil engineering capabilities encompass a full range of services from due diligence to preparation of contract plans and specifications to construction administration. Tectonic’s civil design group provides clients with in-depth expertise in developing site plans that comply with governing regulatory agencies, meet specific performance criteria and can be built in a timely and cost effective manner. Our experienced staff and state of the art resources are used to develop innovative site plans and stormwater management facilities that can be cost effectively constructed and maintained. Our approach to roadway, bridge, dam, storm system and other infrastructure rehabilitation projects is to perform a thorough condition assessment, evaluate all repair and/or replacement options and prioritize recommendations to allow an owner to plan projects within its financial capabilities. New Infrastructure is designed using a similar approach with emphasis on minimizing impacts to adjoining facilities and properties.

Tectonic’s structural engineering capabilities encompass a full range of design services from investigational analysis to preparation of construction drawings and specifications. Tectonic staff has extensive experience in many aspects of structural engineering, including analysis, investigation, design and retrofit of new and existing structures. Services extend beyond design to include construction support for temporary facilities, including: sheeting, shoring and underpinning. Tectonic has performed building assessments to major organizations in the private and public sectors, institutional and educational establishments, and industrial, commercial, and retail clientele throughout the Northeast.

Tectonic offers expert geotechnical engineering services including foundation recommendations and design, site specific seismic classification, slope stability analyses, retaining walls, excavation support systems, groundwater and hydrogeologic studies, geo-environmental studies, construction testing and evaluation, and soils testing. These services have been provided to educational institutions, municipalities, state agencies, county agencies, utility companies, and industrial and commercial clientele. Our geotechnical staff is comprised of experienced and practical engineers and engineering geologists with advanced education and professional registrations. The experience of Tectonics’ geotechnical staff is broad-based and covers a diverse array of ground engineering projects that vary from simple shallow foundations to complex foundations including underpinning, sheeting and shoring, piles, caissons, earth anchors, and specialized ground improvement methods involving grouting, dynamic compaction, preloading and mining geotechnics.

Tectonic’s staff of knowledgeable environmental engineers and scientists provide diversified expertise in environmental investigations, design, consulting and monitoring services for both public and private-sector clients. We serve our clients by reducing regulatory burden while constructing a streamlined compliance effort to remain consistent with project requirements and facilitate efficient progress. For over 30 years, Tectonic’s environmental group has been conducting Phase I and II Environmental Site Assessments, subsurface investigations and remedial design and construction. Our assessments have always been in accordance with ASTM Standard E1527-05 and ASTM E 1903 as national consensus standards. In New Jersey, Tectonic has ensured its document work product has satisfied the ever-evolving Technical Requirements for Site Remediation (TRSR or Tech Rule) in accordance with N.J.A.C. 7:26E (N.J.S.A. 13:1D et seq.) Following the passage of the Site Remediation Reform Act (SRRA) (being N.J.S.A. 58:10C-1 et seq. and Executive Order #140) Tectonic has adapted its services to comply with the Administrative Requirements for the Remediation of Contaminated Sites (ARRCS) rules in accordance with N.J.A.C. 7:26C (N.J.S.A. 13:1D-1 et seq). Tectonic offers technically adept Licensed Site Remediation Professional (LSRP) services to our clientele for their properties through New Jersey.

Tectonic has extensive experience in the performance of boundary/topographic and utility surveys on transportation and infrastructure, educational, institutional, and health care projects for agencies which include the Port Authority of New York and New Jersey, North Jersey District Water Supply Commission, New York City Department of Design and Construction, and numerous Counties and Cities. To date, Tectonic has successfully completed over 11,000 surveys for our clients. Since the majority of Tectonic’s work is performed in support of engineering projects, survey personnel understand the more complex data acquisition requirements associated with surveying in support of engineering.

Tectonic’s staff of over 180 construction inspection personnel are professional civil engineers, engineering geologists, and technicians certified in accordance with National Institute for Certification in Engineering Technologies (NICET), Levels I to IV, the American Concrete Institute (ACI), and the American Welding Society (AWS). Our staff provides on-site inspection and testing for, but not limited to, concrete, soil, steel, backfill placement, unit masonry, structural steel, fireproofing, and asphalt and paving materials. Tectonic’s materials testing services are provided in accordance with all applicable ASTM and AASHTO guidelines, including the requirements of ASTM E329, Standards and Recommended Practices of Inspection and Testing Agencies. Additionally, Tectonics’ in-house testing laboratory is AASHTO Accredited for Portland Cement Concrete, Portland Cement Concrete Aggregate, and Soil testing. We are also participants in the bi-annual CCRL Laboratory Inspection Program.

Tectonic has been conducting historic and archaeological investigations in accordance with the National Historic Preservation Act for more than ten years, serving clients throughout New England and the Mid-Atlantic. Tectonic employs highly experienced environmentalists well versed in current codes and regulations set by state, county and regulatory agencies. As a result of our combined extensive experience, we are able to offer an in-house multi-disciplinary group that is highly qualified, efficient and skilled at project management. We have successfully completed projects involving National

Register properties, National Historic Landmarks, culturally sensitive landscapes and environmentally sensitive settings. Tectonic has also conducted detailed surveys within a variety of landscapes, evaluated the prehistoric and historic sensitivity of proposed project areas and performed archaeological subsurface investigations.

In summary, Tectonic has assembled an experienced team of professionals, to provide the diversity of technical services requested by the County. Tectonic will assign to this project the senior staff that possesses the full breadth of necessary experience. Tectonic will utilize key staff members as part of the overall team to responsively provide the County the highest level of expertise in all aspects of the projects.

Tectonic has complied with all applicable affirmative action requirements with respect to business activities. Tectonic’s Employee Information Report demonstrating compliance with affirmative action requirements set forth at P.L. 1975, c. 127 can be found in Section 9.

5.0 Project Approach & Methodology

Tectonic will utilize a proven approach for successful completion of all requested services. The project team will be assembled to provide Passaic County with an in-depth, experienced, and qualified staff. We believe the expertise required by this project will best be served by this approach, and will be directed and coordinated by our Project Director. Our firm has the staffing resources and proven experience of working on many projects in the Northeast to deliver a high-quality, cost-effective, timely variety of projects including residential and institutional facilities, as well as municipal and regional government projects.

Tectonic’s Project Director, Samih Fawzy, P.E., will be the primary point of contact with the County and will be responsible for all communications, coordination, sub-contractor direction, staff guidance, correspondence, and attendance at meetings and work sessions with the County as directed. The Project Director will establish a project work plan that will permit the County and the team members to have a clear understanding of the schedule, responsibilities of all team members and associated fees for completion of the milestones. The work plan will also further define the project process and methodology from concept to completion for initial data gathering, municipal coordination, analysis, recommendations, and support.

Mr. Fawzy will work closely with the County to coordinate involvement in the planning process, follow-up on ensuing deliverables, provide project updates, interact with various stakeholders, and ensure fulfillment of the project requirements. Tectonic will be in regular contact with the County through e-mail, telephone calls, and meetings. Tectonic will actively manage not only the overall process, but individual tasks that will be done in both a parallel or consecutive effort, to provide the County with an integrated team of professionals ready to perform the requested services in a timely manner and to meet the desired schedule.

Tectonic’s professionals will be assisted by staff in their respective fields to complete the specific tasks under their coordination and supervision. This management approach ensures that all project activities are integrated, clear lines of authority are established and all the necessary “pieces” of the effort are collated into a comprehensive and complete plan that is delivered on time and within budget.

Tectonic’s goal is to achieve technical excellence by striving to maintain the highest level of proficiency in the performance of our engineering and related support services. To accomplish this, we will dedicate the best professional talents, supported with the necessary resources to ensure that the most technically feasible and cost effective solutions are an integral part of the final product delivered to the client. Tectonic’s Quality Assurance (QA) Plan will be adapted to this specific project and further used as a guide in the performance of our professional services. The success of any project is determined by our ability to achieve and sustain a high standard of performance through the dedication and commitment of competent staff. It is our philosophy that we have an obligation to provide a quality product to all our clients through responsive and innovative application of practical experience, technical competence, and state-of-the-art technology. Our QA Plan has been developed to assist in achieving this goal.

Effective communication at all levels is essential. Understanding the County’s requirements and expectations at the start of the project is the first step in establishing an effective channel of communication. Maintaining these lines of communication throughout the project duration is essential to ensure the transfer of all information necessary to produce a final acceptable product. Tectonic’s quality assurance program begins with a clear definition of expectations. In summary, Tectonic’s management approach is based on the point-of-contact method where our Project Manager will be the focus of all correspondence between the County and Tectonic’s staff. This presents a clear line of communication so Tectonic can effectively and rapidly respond to project demands.

Tectonic strives to complete all projects within the approved budget and meet all project schedule milestones. Conformance to established project schedules is achieved by assigning a proficient Project Engineer/Manager to an experienced design team, who will coordinate all parties involved in the project and track progress on a regular basis. Tectonic utilizes several controls to ensure adherence to project schedules. Our interactive project reporting system allows Project Managers to obtain updated information on the status of a project, from both a technical and financial standpoint. This information is updated daily and used as a focal point for project status meetings. These internal resources provide for close project tracking and prevent any deviations from the established schedule. In addition, we keep the clients informed as the projects progress to ensure a clear understanding of scheduling goals and objectives.

6.0 Staffing Plan

Tectonic has assembled an experienced team of professionals, to provide the diversity of technical services requested by the County in the areas of Roadway and Intersection Improvements, Drainage Improvements and Stormwater Management, Civil/Site Engineering, Construction Inspection and Project Management, Structural Engineering, Dam Rehabilitation and Replacement, Geotechnical Engineering, Asbestos Remediation, Land Surveying and Cultural Resources. Tectonic will assign to this project the senior staff that possesses the full breadth of necessary experience. Tectonic will utilize key staff members as part of the overall team to responsively provide the County the highest level of expertise in all aspects of the projects. Tectonic normally employs non-union employees but is able to employ union employees if necessary. Tectonic’s principals do not have any immediate relatives who are County employees or elected officials of the County. Tectonic holds a Professional Engineering and Professional Land Surveying License in the State of New Jersey.

Samih Fawzy, P.E., Regional Director for New Jersey, will serve as Project Director. Mr. Fawzy, a NJ licensed Professional Engineer, has over 30 years of experience in the field of design and construction of bridges, structures, and highway projects. He has performed structural engineering services including resident engineering, program/construction management, QA/QC material acceptance manager and bridge design/inspection manager for transportation facilities/clients similar to Counties, NJDOT and NJTA, as well as residential/commercial multistory buildings. His assignments have included construction management of a mega project overseas as well as project design from preliminary stages to final structural detailing. He has also been involved in project presentations and proposals to the clients and authorities, and has attended Preconstruction meetings. He has performed seismic analysis; condition surveys; foundation and retaining wall design and construction; and technical coordination with architectural, geotechnical, mechanical, and electrical aspects of projects. In addition, he has performed cost estimating, change orders, RFI resolution; prepared design packages, conducted field construction management and inspections, and acted as a client liaison.

Thomas J. Critelli, P.E., Executive Vice President, Director of Technical Services, will have overall responsibility for work on this project. Mr. Critelli is a NJ licensed Professional Engineer with 40 years of engineering experience. He will serve as Project Manager and review all request for proposals provided by the County, oversee preparation of proposals and development of work plans and provide quality assurance for all services. His experience includes the planning, design and construction administration of roadways, drainage, dams and site work projects. Mr. Critelli is a member of the Association of State Dam Safety Officials (ASDSO) and has been trained by the Federal Energy Regulatory Commission (FERC) in Dam Safety Performance Monitoring and Potential Failure Mode Analysis.

Mark Lukasik, P.E., Vice President, Manager of Civil Engineering, is a licensed Professional Engineer in the State of New Jersey and has over 20 years of engineering experience. As the Manager of Civil Engineering, responsibilities include preparing, coordinating and managing capital designs and site plans for State, County, Municipal, educational, commercial and residential land development clients. Civil design experience also includes the preparation of site development plans for municipal review, capital design and contract document preparation, environmental permitting, and construction administration. Design packages prepared typically include layout, grading and drainage, utility, erosion control, traffic control, lighting, landscaping, utilities, and profiles. Mr. Lukasik has performed and directed hydrologic and hydraulic analyses for many dam and stormwater management projects in New Jersey. His experience includes performing PMF analyses, HEC-HMS models of watersheds, spillway capacity analyses, dam break analyses, and inundation mapping of downstream areas. His experience also includes the preparation of Engineering Action Plans and Hazard Mitigation Plans.

William Moran, P.E., AICP, P.P., CMA, Senior Civil Engineer, is a licensed Professional Engineer in the State of New Jersey and has over 30 years of diversified and progressive project management, civil engineering, and planning experience. He has the demonstrated ability to start and grow companies and divisions within companies to achieve established goals within set budgetary/time constraints. Mr. Moran has the proven ability to manage several projects simultaneously with multiple workers across several disciplines and is accomplished in developing a diversified client base. His track record provides a record of accomplishments in completing projects within established budgetary and time parameters. With his diversified technical background, Mr. Moran is experienced in forensic engineering, development investigations, hydrologic/hydraulic studies, wetland delineation, environmental impact assessments, and expert testimony.

Mark Stier, P.E., Senior Vice President, Director of Geotechnical and Construction Inspection Services, will be responsible for the direct supervision of the geotechnical engineering and construction inspection staff. Mr. Stier has over 29 years of experience in engineering and construction services. Mr. Stier is also the director of Tectonic’s in-house laboratory and provides all required quality control and engineering oversight associated with laboratory testing. Mr. Stier was also trained by the FERC in Dam Safety Performance Monitoring and Potential Failure Mode Analysis.

George Murphy, P.E., Senior Geotechnical Engineer, has 25 years of geotechnical engineering experience. Responsibilities include inspections of dam, retaining walls and foundation structures, evaluation of geologic conditions, preparation of geotechnical reports and performance of QA/QC duties. Mr. Murphy has conducted numerous investigations and prepared designs for remediation for a variety of geologic hazards and is well versed in rock mechanics. He will review the project specifications and Tectonic’s detailed logs of the daily work to assure that all data is complete and accurate.

Theodore J. Haines, P.L.S., Vice President, Manager of Surveying, is a licensed Professional Land Surveyor in the State of New Jersey and will be responsible for management of all surveying services including quality control, supervision of field and office personnel performing boundary surveys, topographic surveys, bathemetric surveys and construction stakeout. Mr. Haines has 23 years of experience.

Jay Kimler, P.L.S., Assistant Chief Surveyor, Mr. Kimler has a Bachelor’s degree in Land Surveying/Engineering and over 16 years of experience in the surveying profession, including project management. He is currently licensed in New Jersey and will assist Mr. Fetterman with managing projects coming out of this agreement.

David J. Morris, L.S.R.P., C.S.P., C.H.M.M., Director of Environmental Services in New Jersey, manages hazardous materials programs, including: mold & bio-aerosols, asbestos-containing materials (ACM), lead-based paint (LBP), underground storage tanks (USTs), solid and hazardous wastes (S/HW), universal wastes (UW) and other contaminants related to building renovation and demolition activities. Mr. Morris routinely prepares hazardous materials identification and quantification surveys, and subsequent remediation design specifications; manages mold, asbestos, lead paint and hazardous materials abatement projects; designs and implements FAM/field screening and delineation of contamination during site investigations (SIs) and remedial investigations (RIs); prepares strategic monitoring programs for workplace exposure to chemical and physical hazards; and conducts indoor air quality (IAQ) assessments. Mr. Morris has extensive experience with the administration and execution of complex Term Contracts for inspection, testing and remediation services with Federal, New York, New Jersey and Multi-state Agencies. Mr. Morris is well-versed in New Jersey, New York State, New York City, and federal environmental regulations pertaining to USTs, IAQ, ACM, hazardous materials management and occupational safety. Mr. Morris has over 28 years of experience.

Peter T. Sutherland, P.E., L.E.P., C.P.G., VP/Director of Environmental Services, is a New Jersey licensed Professional Engineer, has 30 years of experience with all phases of environmental engineering. His responsibilities include: subsurface investigations; brownfield redevelopment; environmental compliance; environmental investigation and remediation; Phase I and Phase II ESAs; solid waste landfill design; underground storage tanks (USTs); subsurface petroleum spills; remedial design and construction; hydrogeologic investigations; water quality and water well development; and Class V injection well closures. Mr. Sutherland is a certified professional geologist (CPG #8655). Mr. Sutherland is certified as having completed the OSHA 40-hour training course for Hazardous Waste Operations.

James A. Upright, P.E., Senior Engineer II, has over 19 years of experience practicing as an environmental engineer and hydrogeologist for a wide range of projects. Environmental and hydrogeologic responsibilities include: well siting analysis; inspection of monitoring well installations; inspection and analysis of well pump tests; collection of environmental soil and water samples; analyzing environmental data; preparation of Phase I and Phase II environmental site assessments; and brownfield remedial work plans, RI investigations and reports. His experience also includes groundwater modeling and pumps test analysis using groundwater theory and flow equations. Mr. Upright has strong experience and work s regularly on a project level basis using NYSDEC DER-10, NYSDEC TAGM #4046, and STARS guidance to develop complicated environmental work plans and conduct remedial investigations and prepare reports on the findings.

Antonio Gualtieri, P.E., Senior Vice President Structural Engineering, is a licensed Professional Engineer in the State of New Jersey and brings over 30 years of structural engineering experience. Primary responsibilities include the management of Structural staff, including development of design supervision of engineering work in the areas of: building design, structural design (steel, concrete, masonry, and timber) structural investigations and inspections, towers analysis design and retrofit and foundation design. He will be responsible for managing resources, interpreting contract requirements, facilitating the work, resolving conflicts, and providing quality assurance functions, as well as for the daily monitoring of work progress and daily interactions with field and office personnel.

Jeffrey Kirby, P.E., Manager of Structural Engineering, has over 39 years of experience with structural investigations, code compliance evaluations, and cost estimating for various structures, including structural analysis of buildings, towers, dams and foundations, designs of various types of commercial, industrial, telecommunications, and transportation projects, including new construction and modifications to existing structures. Mr. Kirby is a Licensed Professional Engineer in the State of New Jersey.

James P. Orcutt, Supervisor of Construction Inspection Services, responsibilities include daily field reports review and weekly summary compilation of job activities for distribution to clients, overview of field staff performance and coordination, attendance at project coordination meetings, updating QA/QC punch lists, documentation of non-conformance of field activities, and provision of direction/assistance to field staff. Other responsibilities include monitoring of job budgets, proposal preparation and billing reviews. As Senior Construction Inspector responsibilities include inspection of contractor’s work to verify compliance with design plans and specifications, coordination and supervision of inspection staff, preparation of daily reports, review and approval of contractor’s payment requisitions, coordination of filed design changes, shop drawing review, and preparation of as-built drawings. Mr. Orcutt has over 28 years of experience.

Timothy Parker, QA/QC Supervisor, responsibilities include inspection of contractor’s work to verify compliance with design plans and specifications, concrete and asphalt batch plant inspections to verify mix proportioning, pre-cast fabrication shop inspection to verify mix proportioning and casting procedures associated with structural/architectural pre-cast concrete member construction, pre-pour inspections of formwork and reinforcement steel, inspection and field testing of cast-in-place concrete for slump, air entrainment, unit weight and temperature and casting test cylinders; inspection of foundation

subgrade preparations including observation and testing of controlled fill placement using nuclear density gauge equipment; roadway construction involving inspection of asphalt paving operations to document asphalt placement thicknesses, temperatures and wet densities; installation of underground water/sewer main utilities including the witnessing of hydrostatic pressure testing of utility pipe and vacuum testing of manholes; reinforced masonry wall inspections including verification of both vertical and horizontal reinforcement and sampling of mortar and grout components, field and fabrication shop inspections for structural steel to verify both bolted and welded connections related to the erection of structural steel; vibration monitoring of blasting operations using a seismograph to record peak particle velocities and sound levels. Mr. Parker has over 33 years of experience.

Casey O’Mara, P.E., Senior Hydraulic Engineer, civil engineering design experience includes: land development, site planning, conducting geotechnical investigations, foundation design, structural analysis, building renovation and design, roadway design (embankments, geometry, pavements), subdivisions, sewers, utilities, stormwater systems, and stream stabilization. Responsibilities also include the preparation of construction documents for commercial and residential land development. Ms. O’Mara has over 11years of civil engineering experience.

Jeffrey Scala, P.E., Vice President of Bridge & Roadway Design, has over 26 years of experience in Highway, Traffic, Land Development, and Hydraulic Engineering and Management. He is responsible for all aspects of design / planning projects, technical oversight, and management of related activities. He is in charge of the review of all plans, specifications, project design, construction cost controls and established design criteria. His management of clients and their needs has been proven successful. He provides QA/QC, geometric engineering, constructability and value engineering reviews, permit coordination and preparation, roadside safety, hydraulic and roadway drainage, and other areas of expertise.

Kristofer Mierisch, RPA, Project Archaeologist, responsible for conducting Cultural Resource Surveys under the provisions of Section 106 of the National Historic Preservation Act (NHPA), the Archaeological and Historic Preservation Act and the Nationwide Programmatic Agreement for review by State Historic Preservation Offices (SHPO) and Tribal Consultants. Responsibilities include determining the Area of Potential Effect (APE), conducting background and literature searches of prehistoric and historic sites, reviewing environmental records, assessing archaeological sensitivity, conducting field investigations and evaluating visual and direct effects. Further responsibilities include preparing National Environmental Policy Act (NEPA) reports and Environmental Assessments (EA) by consulting with appropriate federal and state regulatory agencies and reviewing available published lists, files and maps. Mr. Mierisch has over 17 years of experience.

Christopher Camacho, Environmental Scientist, has over 12 years of extensive experience conducting threatened and endangered (T&E) species surveys and biological monitoring on energy development projects in New York, New Jersey and Pennsylvania, Mr. Camacho has in-depth knowledge of relevant permit requirements, erosion and sediment control best management practices, and threatened and endangered species survey protocol. His broad knowledge and vast experience includes conducting surveys for proposed pipelines, well pads, access roads, impoundments and compressor stations.

7.0 Relevant Project Experience & Resumes of Key Staff

Roadway & Intersection Improvements A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: Old Mamaroneck Road Reconstruction LOCATION: White Plains, NY CLIENT: Westchester County DPW CONTACT: N. Luciano Scarano, (914) 995-4156 148 Martine Avenue, White Plains, NY 10601

The rehabilitation of Old Mamaroneck Road is an estimated $2 million project, which included sidewalk, drainage and pavement improvements for an approximate length of two miles.

Tectonic developed complete construction contract documents, including Maintenance and Protection of Traffic Plans, associated with the reconstruction of Old Mamaroneck Road from Mamaroneck Avenue to Secore Road. All work was proposed within the County ROW. The reconstruction work involved the installation of new concrete curb, installation of additional drainage structures and pipe, milling of the roadway, replacement of traffic signal loops and handicap ramps, repaved with asphalt binder and top course, replaced signage and re- striped the roadway. Tectonic also coordinated both the City of White Plains water main replacement project work and Con Edison gas main/service replacement work with the plans and specifications for this project.

Surveying and mapping was performed for the design of the reconstruction of 1.8 miles of Mamaroneck Road. The survey required the establishment of the right-of-way lines, and topographic features with a 1-ft contour interval including all surface and subsurface utilities. Additionally, a base map from ground survey was prepared.

Tectonic additionally provided construction administration services including review of shop drawings and attendance at project meetings.

PROJECT NAME: South Maple Street Bridge Replacement LOCATION: Enfield, CT CLIENT: Town of Enfield CONTACT: Piya Hawkes, (860) 763-7599 400 Moody Road, Enfield, CT 06082 Before The South Maple Street Bridge was originally built in 1925. Tectonic was retained by the Town of Enfield to replace the original bridge with one which better accommodates vehicular, bicyclist and pedestrian travel while maintaining and enhancing the rural nature of this roadway corridor. The project also involves the reconstruction of the South Maple Street and Powder Hill Road roadway approaches to provide adequate travel lanes and shoulders between the new bridge and the existing road.

Tectonic designed the project as a rapid build project using 100% precast construction. This approach cut the construction duration from nearly two years to less than 4 months and saved over $1 million as compared to conventional construction. This is the first fully precast bridge in the State of Connecticut. After Bridge design activities included all aspects to accommodate a two lane road with bike lanes, sidewalks and bridge railing / parapets. The design conforms to AASHTO requirements for an HS20-44 live load. Archaeological and aesthetic considerations were incorporated into the design due to the historic nature and park. Geotechnical services at the site consisted of a review of existing geotechnical materials available and provision of preliminary recommendations relative to foundation support and concerns. Our scope of services included performance of a site reconnaissance of the existing bridge and superficial geologic conditions in the area of the new foundations; review of the available existing as-built plans; review of the geologic and bedrock maps for the site vicinity; and preparation of a letter report presenting the results of findings, conclusions and recommendations. Based on the results of our review, the bridge abutments will be founded on sound bedrock. Surveying services included performing a detailed topographic survey of the area immediately surrounding the bridge, plus supplementing existing topographic mapping, provided by the Town of Enfield, of the approach roads on either side of the bridge. Profiles and cross sections were field measured and plotted for the approach roads on either side of the bridge, and the Scantic River, both upstream and downstream from the bridge.

Since the Scantic River was a watercourse with Special Flood Hazard Area and floodway designations, a detailed hydraulic analysis of the bridge was prepared to ensure adverse downstream impacts were avoided. The facility was designed to convey 4,715 cubic feet per second below a 70 square mile watershed with two feet of under-clearance during the 100-year frequency event. Riverine services performed by Tectonic following ConnDOT and CTDEEP protocols included hydraulic modeling (HEC-RAS) of the

existing channel and the proposed improvements to both demonstrate compliance with FEMA’s NFIP requirements and address scour at the bridge foundations.

Other major efforts on the project involved:

 Developed Specifications for the prefabricated bridge elements.

 Coordinated with Crane Manufacturers to ensure sufficient working space to make the necessary lifts.  Worked with PCI North East on detailing of the components.

 Developed the means and methods of construction to maximize efficiency  Coordinated Permits with CTDOT, CTDEEP and the Town of Enfield, CT

 Coordinated a land transfer from the Town of Enfield to CT DEEP in exchange for easements  Computed erodibility of the shallow sandstone rock to ensure long term stability and protection from scour. This computation eliminated the need to found the bridge on piles. Parking and access improvements to the CT DEEP Scantic River Park were made.

The new 82 foot single span replacement bridge blends in with the natural beauty of the forest and scenic historic river area. We performed a study to determine the type of bridge that would best suit the area. A prestressed adjacent box beam superstructure was recommended and originally designed for the bridge with a cast-in-place concrete substructure.

Tectonic performed construction time analyses that led us to propose the design be revised to utilize 100% precast elements to shorten the construction duration to one season. This new design recommendation helped reduce traffic detour time, eliminate winter construction and typical spring time flood issues during construction. Building with precast concrete also reduces the amount of disturbance to the surrounding forest and river because much of the work is done off site making it less intrusive and easier to protect the area.

One of the time saving benefits of precast concrete is that the preparation work can be done at the site while the precast pieces are in production. Dailey Precast, LLC manufactured the 71 pieces needed for this project in an indoor controlled environment. Special forms were designed to make the exposed wing walls look like a masonry stone wall. It took only 2 ½ weeks to assemble the bridge once the elements were cast and the site preparation was ready.

PROJECT NAME: Railroad Avenue Reconstruction LOCATION: Pearl River, New York CLIENT: Town of Orangetown Highway Department CONTACT: James Dean, (845) 359-6500 119 Route 303, Orangeburg, NY 10962

Tectonic provided civil and geotechnical engineering and surveying services for the Railroad Avenue Reconstruction project in the Town of Pearl River, Rockland County New York. Scope of services included conceptual design, design development, preparation of PS&E documents, bid analysis and construction support. Railroad Avenue had limited pavement width (18’), severely deteriorated pavement, irregular vertical alignment and required drainage rehabilitation and pedestrian facilities.

Tectonic performed a field survey and prepared mapping to be utilized for the design of the reconstruction of over 4,800-ft of Railroad Avenue. The survey required the establishment of the right-of-way lines, and topographic features with a 1-ft contour interval including all surface and subsurface utilities. The design work consisted of a vertical realignment and widening. Drainage structures were modified and supplemented where necessary, and pedestrian sidewalk facilities were added. The project was subject to the Phase II stormwater regulations, and Tectonic designed the project to meet the requirements of the NYSDEC SPDES permit. A portion of the road was redesigned to be a one way road, and parking was added.

Geotechnical components included a subsurface investigation consisting of a series of test borings, testing for soils, and analyses for pavement section design and drainage considerations.

PROJECT NAME: Clarkstown Roadway Safety Upgrades LOCATION: Clarkstown, New York CLIENT: Town of Clarkstown Highway Department CONTACT: Wayne Ballard, (845) 639-5798

Tectonic has been providing on-call engineering services to the Highway Department for a variety of traffic safety, roadside design, geometric design, and pedestrian safety projects in the community. Services provided have included topographic survey, survey stakeout, field investigation/ reconnaissance, code and standards application (e.g. AASHTO, NYSDOT HDM, FHWA MUTCD/Standard Highway Signs, NYS MUTCD, NYS VAT law, etc.), guiderail design, signing and striping improvements, construction plan preparation, technical specification review, cost estimating, report generation, construction support, and shop drawing review.

Specific task assignments have included:

 Assessment of 33 existing guiderail installations, recommendations for action at each location, and the design of 17 guiderail replacement facilities (2007).  Assessment of 12 existing guiderail installations, recommendations for action at each location, and the design of 2 guiderail replacement facilities (2008).  Flashing beacon warrant analysis and pedestrian safety assessment in the vicinity of the Highview Elementary School in Nanuet (2008)  Traffic calming consultation to the Highway Department and Town Board (2008).  Assessment of 17 existing guiderail installations, recommendations for action at each location, and the design of 7 guiderail replacement facilities (2008).  Warrant analysis and design of a flashing beacon in advance of the signalized intersection of West Clarkstown Road and the Palisades Interstate Parkway Exit 10 southbound entrance (2009).  Assessment of 3 existing guiderail installations, recommendations for action at each location, and the design of 2 guiderail replacement facilities (2009).  Pavement superelevation, concrete replacement, accessibility improvements, signing upgrades, and visibility improvements through a substandard horizontal curve in Church Street (2009).  Assessment of 6 existing guiderail installations, recommendations for action at each location, and the design of 1 guiderail replacement facility (2013).

PROJECT NAME: Reconstruction of Hayden Station Road LOCATION: Windsor, CT CLIENT: Town of Windsor, CT CONTACT: Thomas Lenehan, (860) 285-1804 275 Broad Street, Windsor, CT 06095

The primary goal of the reconstruction of Hayden Station Road was to create an effective transportation facility improvement, one that accommodated both vehicular and pedestrian/bicycle travel, while maintaining or enhancing the quality of life within this sensitive, residential corridor. The project involved the widening of Hayden Station Road to provide adequate travel lanes and shoulders between the Pond Road and Palisado Avenue (Route 159) intersections and included a new enclosed storm drainage system, granite curbing, a pedestrian walkway, improvements to a railroad crossing, and replacement of the existing Hayden Station Brook cross culvert. Because of the need to create an improvement program which would be compatible with an exceptional, historic neighborhood environment, special roadway and related traffic calming design features to control traffic operations throughout the project corridor were incorporated into the design. This was achieved by employing “minimum” rather than “desirable” AASHTO (American Association of Street and Highway Transportation Officials) design standards in the preparation of plans. This approach ensured the development of a safe facility and also allowed flexibility in terms of geometric treatments. One of the unique features of the project is the introduction of roundabouts (essentially, rotaries or traffic circles) at the two intersections formed with Hayden Station Road. This technique provides operational improvements, yet maintains moderate speeds through these intersections. Tectonic was responsible for all survey, including preparation of property maps, geotechnical, environmental and design services associated with the project.

PROJECT NAME: East Shore Road LOCATION: Warwick, NY CLIENT: Town of Warwick, NY CONTACT: Michael Sweeton, (845) 986-1124

Tectonic, as Engineer for the Town of Warwick NY, is serving as the Municipality’s Contract Administrator for the East Shore Road project. This project is funded with Federal Funds from SAFETEA-LU and ARRA (American Resource and Recovery Act). The objective of this project is to address existing problems along a 0.5 mile segment of the road related primarily to roadway drainage (both surface and subsurface). Pavement, subbase and subgrade deficiencies, stability of the lake shore roadway embankment and retaining wall, and safety will also be considered. Tectonic is administrating the design consultant’s service contract (McFarland- Johnson) that includes the following:

 Survey of existing features and development of base mapping  Investigation of the existing pavement and drainage  Investigation of the rock slopes  Investigation of the lake shore embankment/retaining wall  Development of a matrix of alternatives  Identification of the preferred/feasible design alternative or phased improvements to be constructed as funding becomes available  Development of the Design Approval Document  Environmental documentation and permitting  Detailed design  Preparation of contract documents  Bidding phase services  Construction support and construction observation services.

Tectonic’s duties include providing direction related to preparation of the advertisement for the proposed work, the description of the work and task list, the draft contract, and an independent estimate of the value of the work to be contracted out. Tectonic is also responsible for analyzing the selected consultant’s cost proposal, monitoring the consultant’s progress, scheduling and attending progress meetings, municipal coordination with the NYSDOT, evaluating change order requests and supplemental agreements, approving the consultant’s progress payments, assisting with construction-related matters, completing the Contract Administrator’s Checklist, and closeout of the completion of the project.

PROJECT NAME: Reconstruction of Slope Failures Turner Hill Road & Pumpkin Hill Road LOCATION: Davenport, New York CLIENT: Town of Davenport CONTACT: Dennis Velente, (607) 278-5600 PO Box 123, Davenport Center, NY 13751

Heavy rainfall from storms that occurred in late June and early July of 2006 produced significant runoff and stream flow that caused slope failures along Turner Hill and Pumpkin Hollow Roads in the Town of Davenport, Delaware County, New York. Slopes varying from 30 to 60 feet in height from streambed to roadway elevation failed at four locations.

Tectonic was engaged by the Town to assess the situation, provide immediate recommendations for maintaining partial temporary traffic flow and to assist with developing preliminary remedial repair alternates as needed to obtain funding from the State Emergency Management Office (SEMO) and the Federal Emergency Management Agency (FEMA).

Tectonic performed investigation phase services consisting of a site reconnaissance, topographic surveys and geotechnical investigations as needed for analysis and design; study phase services consisting of review of methods proposed by FEMA for repairing each failed area, evaluation of possible alternate remedial repair methods which may be more desirable based on constructability, long term maintenance, cost and duration of construction, and preparation of cost estimates for the recommended remedial repair methods.

Following FEMA’S issuance of approved project work plans acceptable to the Town, Tectonic prepared design drawings and specifications for contract bidding and construction. Due to the steepness of the slopes and access constraints the slopes were stabilized using steel H-pile and concrete lagging retaining walls with the H-piles socketed into bedrock.

PROJECT NAME: Reconstruction of Pleasant Valley Road South LOCATION: Groton, Connecticut CLIENT: Town of Groton, Connecticut CONTACT: Greg Hanover, (860) 448-4083 134 Groton Long Point Road, Groton, CT 06340

Pleasant Valley Road South is a local traffic arterial that parallels State Route 12 in the northwest portion of the Town of Groton. It is approximately 4,250 feet long and varies in width from 26 feet to just over 30 feet. Pleasant Valley Road South serves an elementary school, several residential areas including Navy housing, and a number of large businesses that front on Route 12.

The proposed roadway improvements have addressed horizontal and vertical geometry deficiencies, and provided an enclosed storm drainage system, sidewalks, concrete curbing, water main improvements and a 10-foot wide off-the-road bike path. Various retaining walls were required to minimize impacts to adjacent properties. Improvements at the Pleasant Valley Elementary School include provision of 80 car parking spaces (including 6 handicapped spaces). Traffic calming measures, to include textured pavement dividers (see sample photograph, above), have been implemented to address safety concerns in this vicinity.

Tectonic provided survey, geotechnical, environmental documentation, and roadway design services for this assignment.

B. Resumes of Key Personnel

SUMMARY Years of Experience: 30 Years with Firm: 3 Samih Fawzy has extensive and diverse experience in the field of design and construction of bridges, structures, and highway projects. He performed structural Education: engineering services including resident engineering, program/construction management, QA/QC material acceptance manager and bridge design/inspection M.S., Civil Engineering, Rutgers University, manager for transportation facilities/clients similar to Counties, NJDOT and NJTA, as Piscataway, New Jersey, 1993 well as residential/commercial multistory buildings. His assignments have included construction management of a mega project overseas as well as project design from B.S., Civil Engineering, Alexandria preliminary stages to final structural detailing, Also was involved in project presentations University, Alexandria, Egypt, 1986 and proposals to the clients and authorities, attended Preconstruction meetings . He performed seismic analysis; condition surveys; foundation and retaining wall design and Licenses: construction; and technical coordination with architectural, geotechnical, mechanical, and electrical aspects of projects. He used various related software includes Staad.Pro, Professional Engineer: NJ, License #: Enercalcs, BSDI, LARSA, MERLIN-DASH, Seisab, Cogo Classic, Bar7, MDX, and Sure GE40646 Track. In addition, he has performed cost estimating, change orders, RFI resolution; prepared design packages, conducted field construction management and inspections, Professional Affiliations: and acted as a client liaison.

American Society of Civil Engineers (ASCE), RELEVANT EXPERIENCE American Society of Highway Engineers (ASHE), ACI Concrete Testing Technician- NJTA Exit 6-9 Widening Program – Lead Construction Bridge Manager Grade I, Society of Asphalt Technologists. Project cost $2.6B, the largest single construction site in NJ for the NJTA. Widening TCC Certified program starts at exit 9 and ends at exit 6, which increased the turnpike capacity to 12 lanes over a 35 mile stretch. Central Jersey: worked closely with the JV project manager and performed the role of Lead Construction Bridge Manager along with a role of the QA/QC material acceptance construction manager for all bridges within the entire program from section 1 to Section 9 total of 26 bridges. Attended the Preconstruction meetings, biweekly meetings, and met with the authority engineering and operations departments regularly to coordinate lane closing requests. I was called in to assess the condition of bridges days and nights when critical incidents took place. Assisted all Resident engineers in all contracts to manage and unify all bridge fabrications, testing process, and attended meetings with all fabrication Plant managers ranging from Williams Bridge in Virginia to high steel in PA for superstructures elements including Pre-stressed AASHTO type girders and steel girders. Reviewed all bearing test reports from Elastomeric, Pot, and disc bearings, was a liaison between the RE’s and the authority when none conformance reports were issued. Conducted shop drawings and RFI review, fabrication shops visits, managed the QA inspection teams (Key-Tech and their Subs, Pennonni & Bureau Veritas) in all fabrication shops. The main task was to manage and unify the fabrication, construction, testing, and installation of all bridges program wide. Assisting the RE in contract 503 for all structural steel erection, bridge demolition; rebar placement, drill shafts inspection for three new sign structures, super and substructure activities including substructure settlement monitoring, MSE wall installation, Piano wall installation, pile driving and auguring, driving, inspection of all drill shafts in the contract.

NJTA Exit 6-9 Widening Program – Resident Engineer For the $2.6B NJTA widening program starts at exit 9 and ends at exit 6 which increased the turnpike capacity to 12 lanes over a 35 mile stretch. Central Jersey: Resident engineer for $25M contract 101 of section 1. Responsible for 5 inspectors who inspected the field activities that ranged from constructing new culvert extension, install Samih M. Fawzy, P.E. Regional Director three new sign structures with their drill shaft foundations, utility installations and relocations, MSE wall installation, Stone Columns installation to improve the existing condition of the soil under the MSE walls, gabion walls installation, building six roadway lanes (Three on each directions North and South) from Mile post 51.5 to 52.3 including earth work cuts and fills, roadway preparation subgrade testing, utility relocation/ installation, and paving inspection. Prepared change orders, monthly reports, conducted biweekly contractor/client meeting, and submitted monthly and bi-monthly payments through CAPEX, IPMIS and FAX, coordinated all lane closing requests from the contractors with the authority, inquired from the testing labs all tests required from subgrade compaction approvals to concrete breaks, reviewed all testing results. Reviewed all inspectors daily reports submitted through CapEx Manager System. Reviewed and approved shop drawings, catalog cuts, and contactor’s means and methods of work and use of equipment, coordinated with all utility companies during excavations.

NJTPA Mullica Bridge Project, South Jersey – Assistant Resident Engineer Assistant Resident Engineer responsible for Fabrication, installation, and inspection of the new bridge consisting of multi-stringer Pre-stressed concrete I-beam superstructure supported by pier table girders cantilevering over V-shaped piers. This unique superstructure allows a main span of over 200 feet to be achieved with modified standard Pre-stressed concrete I-beam shapes. Responsibilities included MPT; earth work cuts and fills, roadway preparation, H-pile driving including pile testing, sheet piles installation, mainline paving, Precast Girder plant inspection, Post tension grout inspection, stud welding, supervising the auguring, testing, driving of all drill shaft installed for the substructures (total of 20 drill shafts).

NJTA Driscoll Bridge Rehab Project, Middlesex County, New Jersey – Temporary Resident Engineer Temporary Resident Engineer, while the resident engineer at that time was out for health condition, acted as the resident engineer for the project, managed inspectors scheduling, cost estimates and prepared the biweekly pay estimates for the client, prepared change orders, conducted internal safety meetings, responded to RFI’s, proposed technical solutions for day to day operation’s problem.

NJDOT William A. Stickel Memorial Bridge, Hudson/Essex Counties, New Jersey – Lead Construction Engineer Lead construction engineer for the rehabilitation of the William A. Stickel Memorial Bridge which carries Route I-280 over the Passaic River (Structure No. 0731-161, MP 14.53) in Hudson and Essex Counties. The proposed work includes replacement of existing stringers and cross beams; replacement of existing open grid deck; new bearings (including span jacking) and seismic retrofit; miscellaneous structural steel repairs; clean and paint existing structure; rehabilitate various mechanical components including wire rope replacements supporting counterweights; and complete electrical systems retrofit including navigation light systems. Work also involved major fender system repairs with fiber concrete composite piles and reinforced plastic lumber. This project was under construction for which PB was providing Construction Consultation Services support, specialty inspection services, shop drawings review, meet client in the field for all consultation activities, review RFI’s, update progress reports and periodic review of construction CPM schedule.

NJDOT Doremus Avenue Reconstruction and Bridge Replacement, Newark, New Jersey – Deputy Project Manager Acted as a fulltime Deputy Project Manager responsible for coordinating shop drawings along with construction consultation activities, coordinating and resolving all RFI’s, assisting the PM in tracking and controlling the budget, and logging RFI’s/shop drawings for progress and schedule.

Ocean City County, Ocean City-Longport Bridge, Cape May County, New Jersey, Lead Structural Engineer Responsible for the preliminary design of a high level, 3,450-foot-long, fixed span bridge to replace an existing deteriorated historical bascule span bridge. The new bridge consisted of multi-stringer prestressed concrete I-beam superstructure supported by pier table girders cantilevering over V-shaped piers. This unique superstructure allows a main span of 235 feet to be achieved with modified standard Prestressed Concrete I-beam shapes. Alternative designs considered segmental concrete, cable-stayed bridges and structural steel. A detailed historical alternative analysis was also prepared to document the need to demolish the existing historic structure. Mark A. Lukasik, P.E. Vice President

Stormwater Management Design for Cellular Site, Mahwah, NJ; Sprint – Project Highlights: Manager - Performed hydrologic and hydraulic computations associated with the subsurface storage of excess runoff generated by a proposed cellular installation, equipment area, and 15 years of experience in the design of access driveway. Stability of associated slopes and swales was computed using RUSLE and residential, commercial and industrial site / civil proprietary software. The results of the analysis were summarized in a report. Erosion and projects sediment control plans were developed in conjunction with the stormwater management system design plans. Approval was received from the County Soil Conservation District. 11 years of experience in municipal engineering Orange County Dial-A-Bus, Town of Warwick Bus Storage Facility, Principal-In- Charge - Oversaw the Storm water Pollution Prevention Plan (SWPPP) preparation, President, 2009-2010 sanitary pump station & force main design, cost estimating and permitting. The new Orange Sullivan Chapter, National Society of facility will store 12 buses and facilitate dispatch operations. Professional Engineers Ryerson Road Culvert, Town of Warwick, NY - Provided oversight to Tectonic’s Engineer of Record, 2004 services which included investigation for the culvert foundations, hydraulic modeling Zoning Board of Adjustment Borough of (HEC-RAS) of the existing channel and the proposed improvements to both Highlands, Monmouth County, NJ demonstrate compliance with FEMA’s NFIP requirements and size the culvert, permitting of the site (NYS OPRHP, US Army Corps jurisdiction and Nationwide permitting, NYSDEC Protection of Waters, USF&W), construction documents, public bid support, and construction support.

Stormwater Management Design for Cellular Site, Mahwah, NJ; Sprint – Project Manager - Performed hydrologic and hydraulic computations associated with the subsurface storage of excess runoff generated by a proposed cellular installation, equipment area, and access driveway. Stability of associated slopes and swales was computed using RUSLE and proprietary software. The results of the analysis were summarized in a report. Erosion and sediment control plans were developed in conjunction with the stormwater management system design plans. Approval was received from the County Soil Conservation District.

Rockland Hospital Guild, Orangetown, NY; Architecture+ – Project Manager - The project consisted of engineering services for the development of a four-building campus to serve as a new self-contained residence facility for mentally and physically challenged adults on approximately 5-acres of land. The services included site design documents, planning and zoning board approvals, landscaping plans, SPDES stormwater permitting, contract documents, and potable and wastewater permits for the proposed buildings. A Geotechnical investigation was also performed for the project.

Sindall Brook Stabilization and Restoration, Cheshire, CT, Project Manager - Tectonic was retained to review the stormwater management design approved for a project located in the watershed, but under the jurisdiction of an adjacent municipality.

Mark A. Lukasik, P.E. Vice President

Tectonic then performed a detailed study of the 1 square mile watershed including: field reconnaissance, homeowner meetings and outreach, hydrologic analysis and modeling using HEC-HMS, hydraulic modeling (using HEC-RAS, HEC-HMS, manufacturers proprietary channel design software, or FHWA HY-8, depending on the location being analyzed) of six locations where mitigation was warranted to address erosive conditions, and preparation of plans, details, and specifications for the implementation of the stabilization. The results of the scope of work and their corresponding recommendations were provided to the Municipality for permitting and construction.

Town of Weston, CT, Deepwood Road Drainage Analysis, Project Manager - Tectonic was retained to provide a detailed investigation into the concern and to recommend potential mitigation. To study chronic flooding conditions near the base of a 1.5 square mile watershed, Tectonic performed a topographic survey of a portion of a tributary to the Saugatuck River and a subsequent hydraulic analysis of the waterway to model the existing conditions. After both analyzing the hydrology of the watershed and using a combination of HEC-HMS and HEC-RAS to model the field conditions, the project hydraulic engineers proposed several alternative configurations to manage the flow rates and backwater elevations. The results of the analysis and their corresponding recommendations were summarized in a report to the Town.

Stewart International Airport Private Jet Hangars, Newburgh, NY; Ascend Development – Project Manager - Performed a feasibility investigation for the construction of sixty high-end private jet hangars on the grounds of Stewart Airport. Services included survey, environmental document review, Phase 1 ESA, title report analysis, coordination with the airport master plan and ALP, extensive Port Authority NY/NJ coordination, State and Federal wetlands delineation and coordination, stormwater analysis, runway/taxiway setback establishment, and concept planning.

Engineering Assessments of Two County Owned Dams, Toasperns Lake Dam & Sunset Lake Dam, Sullivan County DPW – Project Manager - Tectonic prepared an Engineering Assessment (EA) and an Inspection and Maintenance Plan (IMP) for each of the dams and an Emergency Action Plan (EAP) for the Toasperns Lake Dam and its four mile downstream reach. The EA for both dams included a review of the available records for the dams, visual inspection, Hazard Classification evaluation, hydrologic analysis to evaluate the spillway capacity and stability and seepage analyses. Because of its Class C designation, Toasperns Pond Dam included a geotechnical subsurface investigation to complete more detailed stability and seepage analyses. A Hazard Classification Review was performed for Sunset Lake Dam by selecting representative downstream cross-sections at critical infrastructure and computing the water surface elevations resulting from a breach using HEC-HMS.

Village of Haverstraw DPW Garage, Haverstraw, NY; Ginsburg Development – Project Manager - The project consisted of engineering services for the development of a new public works facility including a 12,000 sf garage, a fueling facility, a salt shed, and associated site improvements on approximately 3 acres of land. The services included site design documents, specifications, planning/zoning/village board approvals, landscaping and lighting plans, SPDES stormwater permitting, a sanitary sewer pump station and force main, approximately 900 feet of offsite utility extensions, and potable and wastewater permits for the proposed buildings.

Lake Sebago & Lake Kanawauke Dams, Ramapo, NY; Palisades Interstate Park Commission – Project Manager - Manager for hydrologic and hydraulic analyses of a ten square mile watershed above a Class C high hazard gravity dam to support the design of a 40- foot high concrete spillway and embankment to increase discharge capacity. Components included PMP analysis by HMR-52, HEC-HMS model of the watershed (including twelve subareas to upstream lakes and three upstream dams), and a report.

Temple Hill Running Track, Newburgh Enlarged City School District; Sammel Architecture – Project Manager - This project includes the design and permitting of a publicly-bid 400 meter, six-lane, polyurethane-bound rubber running track with associated spectator facilities. Elements included survey, geotechnical investigation, track design, grading, stormwater management, accessibility analysis, erosion control, technical specifications, construction support, and SPDES compliance inspections.

Meadow Hill Running Track & Tennis Courts, Newburgh Enlarged City School District; Sammel Architecture – Project Manager - This project includes the design and permitting of a publicly-bid 400 meter, six-lane, polyurethane-bound rubber running track with associated spectator facilities. Two new hard court tennis facilities were also relocated on-site to accommodate the new track. Elements included survey, geotechnical investigation, track design, tennis court design, grading, stormwater management, accessibility analysis, erosion control, technical specifications, construction support, and SPDES compliance inspections.

William Moran, P.E., AICP, CME, PP Senior Engineer

Summary: Years of Experience: 31 Years with Firm: 5 As a Senior Engineer and Project Manager, responsibilities include all phases of project management and design for Private, Federal, State, County and Municipal clients. Education: Other responsibilities include oversight of staff of engineers and technicians, providing municipal engineering services, site inspections, consulting to planning/zoning boards B.S., Chemistry, Ramapo College of NJ, and code compliance review. Civil design experience includes plan development for a Mahwah, NJ wide range projects including subdivisions, roadway design, utility layout, stormwater management design, landscape design, hydrologic/hydraulic studies, and M.S., Civil Engineering, NJ Institute of environmental permitting throughout the Tri-State region. Experienced in evaluating Technology, Newark, NJ impacts to private property owners from DOT right of way/easement acquisitions and access modifications. Licenses/Certifications: Relevant Project Experience: Professional Engineer: Bridge Replacements at Various Locations, Morris County, NJ – Project Manager  New Jersey (# 37899) - This project required hydrologic and hydraulic (H & H) analyses (HEC – 1 and HEC –  New York (# 072968) 2) and associated NJDEP permitting for the replacement of 8 County Bridges at various  Connecticut (# 22702) locations in Morris County. Prepared design/permitting drawings, detailed H & H  Delaware (# 12508) documentation and permit applications. Additional responsibilities included the  Virginia (# 0402036715) preliminary structural design of the bridge. Worked closely with the Morris County Engineers office to determine the most effective structural design for the replacement Professional Planner, NJ structures. Lic # 5547 Central Passaic River Basin – ACOE, NY District, Passaic Flood Tunnel Project, NJSME, Certified Municipal Engineer, NJ 1997-1999 – Senior Project Engineer - This project required the layout and design of Cert. #CME-05-21 floodwall and levee sytems that were a prt of the Passaic flood tunnel project. This project involved working closely with the ACOE engineering staff to determine the best American Institute of Certified Planners location and design for the levee/floodwall protection system at various locations in Lic. #020347 Morris, Passaic and Essex Counties. Prepared preliminary design drawings, easement documents, construction cost estimates and CPM scheduling. Memberships: Route 29 Flood Control Project – NJDOT, Lambertville, NJ – Senior Project  American Society of Civil Engineers Engineer - This project required the hydrologic and hydraulic (H & H) analyses (HEC – 1 and HEC – 2) and associated NJDEP permitting for this design/build project for  American Institute of Certified Planners NJDOT. This project involved working closely with the NJDOT engineering staff to determine the best location and design for a bypass pipe and road improvement to  American Planning Association relieve flooding on Route 29 and surrounding properties. Prepared final design drawings, NJDEP permit applications, construction cost estimates and CPM scheduling.

Skytop Road Reconstruction, Andover, NJ – Project Manager - This NJDOT Local Aid project involved roadway reclamation and drainage improvements for ±9,500 linear feet of roadway. Responsibilites included preparation of the NJDOT Local Aid application, design drawing preparation in accoradnce with NJDOT standards, preparation of specifications, cost estimates, change orders, bid review and overseeing construction/installation. Prepared closeout documentation at the conclusion of the project.

Perona Road Phase I Reconstruction, Andover, NJ – Project Manager - This NJDOT Local Aid project involved roadway reclamation and drainage improvements for ±8,000 linear feet of roadway. Responsibilites preparation of the NJDOT Local Aid application, design drawing preparation in accoradnce with NJDOT standards, preparation of specifications, cost estimates, change orders, bid review and overseeing construction/installation. Prepared closeout documentation at the conclusion of the project.

William Moran, P.E., AICP, CME, PP Senior Engineer

Perona Road Phase II Reconstruction, Andover, NJ – Project Manager - This NJDOT Local Aid project involved roadway reclamation and drainage improvements for ±7,500 linear feet of roadway. Responsibilites preparation of the NJDOT Local Aid application, design drawing preparation in accoradnce with NJDOT standards, preparation of specifications, cost estimates, change orders, bid review and overseeing construction/installation. Prepared closeout documentation at the conclusion of the project.

Goodale Road Phase I Reconstruction, Andover, NJ – Project Manager - This NJDOT Local Aid project involved roadway reclamation and drainage improvements for ±8,300 linear feet of roadway. Responsibilites preparation of the NJDOT Local Aid application, design drawing preparation in accoradnce with NJDOT standards, preparation of specifications, cost estimates, change orders, bid review and overseeing construction/installation. Prepared closeout documentation at the conclusion of the project.

Goodale Road Phase II Reconstruction, Andover, NJ – Project Manager - This NJDOT Local Aid project involved roadway reclamation and drainage improvements for ±7,750 linear feet of roadway. Responsibilites preparation of the NJDOT Local Aid application, design drawing preparation in accoradnce with NJDOT standards, preparation of specifications, cost estimates, change orders, bid review and overseeing construction/installation. Prepared closeout documentation at the conclusion of the project.

Crystal Springs North, Hardyston, NJ – Project Manager - Project manager and supervising engineer for 440 unit mixed residential development on environmental sensitve land for Crystal Springs Builders. Conducted site/roadway/utility layout for the projrct as well as hydrologic/hydraulic studies on the stream traversing for a bridge crossing. Supervised the preparation of all environmental permit applications. Successfully acquired all local and state approvals for construction.

Crystal Springs North, Hardyston, NJ – Project Manager - Project manager and design engineer for 54 lot luxury townhouse development on Wild Turkey Golf Course for Crystal Springs Builders. Conducted site/roadway/utility layout and grading design Supervised the preparation of all environmental permit applications. Successfully acquired all local and state approvals for construction.

NJ Motor Vehicle Commission, Newton, NJ – Project Manager - Project manager and design engineer for 9,500 sq. ft. office builing that serves as the MVC office for northwest NJ for Julie Richard, LLC. Conducted site/utility layout, stormwater management and grading design. Successfully acquired all local and state approvals for construction.

Upper & Lower Cold Spring Dams, NY – Project Manager - Tectonic prepared a Capital Improvement Plan for three drinking water reservoir dams located in Cold Spring, New York. The plan was based on the Engineering Assessment and includes considerations for permitting, cost and risk associated with the assessments at each dam.

Warwick Reservoirs, EA, Warwick, NY – Project Manager - This project required hydrologic and hydraulic analyses updates for watershed above Class A gravity dam to develop the facility’s emergency action plan. Components included SDF analysis, HEC-HMS model of the watershed, dam break analysis, downstream routing of the breach flows, inundation mapping updates, and a report.

Dansville Reservoir EAP, Dansville, NY – Project Manager - This project required hydrologic and hydraulic analyses updates for watershed above Class C high hazard gravity dam to develop the facility’s emergency action plan. Components included PMF analysis, HEC-HMS model of the watershed, dam break analysis, downstream routing of the breach flows, inundation mapping updates, and an emergency action.

Brady Pond EA, Pawling, NY – Project Manager - This project required hydrologic and hydraulic analyses updates for watershed above Class C high hazard gravity dam to support the facility’s emergency action plan. Components included PMF analysis, HEC-HMS model of the watershed, dam break analysis, downstream routing of the breach flows, inundation mapping updates, and a report.

Colts Estate Dam EAP & IMP, Garrison, NY – Project Manager – Project involved the preparation of an EAP and I&MP for existing 127-ft long, 20-ft high Class B dam impounding a maximum 25-acre feet at the crest of Cloudbank Road in Garrison, Putnam County, NY.

Red Creek Dam EAP/IMP/EA, Red Creek, NY – Project Manager - In accordance with NYSDEC regulations for this Class C High Hazard Dam, Tectonic is preparing an EAP that addresses the Red Creek Dam. The EAP will be prepared for use in the event of a developing dam failure or other uncontrolled release of stored water. The EAP will include procedures for the notification of an emergency, inundation maps depicting the potential inundation area, procedures for implementing all other aspects of the EAP and procedures for updating the plan.

Drainage Improvements & Stormwater Management A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: Wilson Avenue Culvert LOCATION: Newark, NJ CLIENT: Urbitran Associates CONTACT: Leonard Schneidt, (212) 366-6200 x4505 71 West 23rd Street, New York, NY 10010

Tectonic was retained for consulting engineering services for the hydraulic design of a half-mile long tidally-influenced 4’x8’ concrete box culvert through an industrial portion of the City of Newark and discharging to Newark Bay. A study was also performed to evaluate the feasibility of collecting and directing a portion of the roadway runoff to an alternate discharge location in order to reduce the size and depth of the culvert.

The area is served by an existing undersized drainage network that leaves the area around the Passaic Valley wastewater treatment facility prone to flooding during heavy rains. The hydrology of the region was verified from a prior study, tidal data was analyzed to assess tail water impacts at the proposed outfall, a route was selected for the culvert that negotiated existing utilities, a railroad right of way was crossed in accordance with the railroad’s occupancy specifications, tide gates were specified to control tidal intrusion, hydraulic modeling was performed to simulate the operation of the culvert during various design storms, and the results of the analysis were summarized for inclusion in the project design report.

The work was performed in conjunction with roadway reconstruction plans designed under a contract between Urbitran and the City of Newark. Regulatory work consisted of NJDEP Waterfront Development Permits, Tidelands Permits, US Army Corps Water Quality, US Army Corps NWP 7, Hudson/Essex/Passaic Soil Conservation District, and NJDEP Stormwater Management Rules compliance.

PROJECT NAME: Stormwater Management Design for Cellular Site LOCATION: Mahwah, NJ CLIENT: Sprint CONTACT: Brian Kooyman, (201) 512-4735

The project consisted of stormwater management design, field survey, zoning, and construction drawings for a telecommunications facility to be utilized by Sprint and three other future carriers. Tectonic performed hydrologic and hydraulic computations associated with the subsurface storage of excess runoff generated by a proposed cellular installation, equipment area, and 400 foot long site access road. Stability of associated slopes and swales was computed using RUSLE and proprietary software. The results of the analysis were summarized in a report. Erosion and sediment control plans were developed in conjunction with the stormwater management system design plans. Approval was received from the County Soil Conservation District. Tectonic provided expert testimony throughout the zoning approval process. Also completed as a part of this project were a geotechnical investigation, an Environmental Site Assessment (ESA), and a soil movement permit.

PROJECT NAME: Sindall Brook Stabilization and Restoration LOCATION: Cheshire, CT CLIENT: Town of Cheshire, CT CONTACT: Joseph Michelangelo, (203) 271-6650 84 South Main Street, Cheshire, CT 06410

The eastern portion of the Town was experiencing property damage during significant rainfalls. Suspecting incremental effects of continued development of the upper reaches of the watershed, the Town retained Tectonic to review the stormwater management design approved for a project located in the watershed, but under the jurisdiction of an adjacent municipality. Tectonic then performed a detailed study of the 1 square mile watershed including: field reconnaissance, homeowner meetings and outreach, hydrologic analysis and modeling using HEC-HMS, hydraulic modeling (using HEC-RAS, HEC-HMS, manufacturers proprietary channel design software, or FHWA HY-8, depending on the location being analyzed) of six locations where mitigation was warranted to address erosive conditions, and preparation of plans, details, and specifications for the implementation of the stabilization. The results of the scope of work and corresponding recommendations were provided to the Town for permitting and construction.

PROJECT NAME: Road Drainage Analysis LOCATION: Weston, CT CLIENT: Town of Weston, CT CONTACT: John Conte, (203) 222-2656 56 Norfield Road, Weston, CT 06883

A neighborhood in the western portion of the Town was experiencing property damage due to periodic flooding during significant rainfalls. Suspecting culvert and stream capacity issues, the Municipality retained Tectonic to perform a detailed investigation into the concern and to recommend potential mitigation. To study chronic flooding conditions near the base of a 1.5 square mile watershed, Tectonic performed a topographic survey of a portion of a tributary to the Saugatuck River and a subsequent hydraulic analysis of the waterway to model the existing conditions. After both analyzing the hydrology of the watershed and using a combination of HEC-HMS and HEC-RAS to model the field conditions, the project hydraulic engineers proposed several alternative configurations to manage the flow rates and backwater elevations. The results of the analysis and their corresponding recommendations were summarized in a report to the Town.

PROJECT NAME: Southwyke Drive and Wawayanda Road Culvert Repairs LOCATION: Warwick, NY CLIENT: Town of Warwick, NY CONTACT: Michael Sweeton, (845) 986-1120 132 Kinds Highway, Warwick, NY 10990

The 10’x6’ reinforced concrete box culvert at Southwyck Drive and the 9’x6’ reinforced concrete box culvert at Wawayanda Road sustained damage during the April 2005 rain event. Tectonic performed detailed inspections within days of the storm and prepared design sketches for remedial repair.

At the Southwyck Drive location, the downstream end of the damaged concrete culvert components was removed and new reinforced concrete wingwalls, a headwall and cut-off wall were constructed. Undermined areas beneath the box culvert were filled by pressure grouting. The roadway embankment was repaired and stabilized and the roadway was reconstructed.

The box culvert at Wawayanda Road was completely replaced with a new structure and failed retaining walls paralleling the road were replaced with new gabion retaining walls. A maintenance and protection of traffic plan was implemented to allow non-interrupted access to properties along the road.

Tectonic also assisted with the bid phase and performed construction inspection and materials testing services. All work was performed to the satisfaction of the Town of Warwick Engineer and Director of the Department of Public Works.

PROJECT NAME: Wells Hill Road Bridge Replacement LOCATION: Easton, Connecticut CLIENT: Town of Easton, CTDPW CONTACT: Edward Nagy, (203) 268-0714 15 Westport Road, Easton, CT 06612

Tectonic was retained by the Town of Easton to design a replacement bridge along Wells Hill Road, spanning the Aspetuck River. Included in the scope of services was the required hydraulic analysis. The methodology used for the analysis was based upon the 2000 Connecticut DOT Drainage Manual (Updated April 2006). The analysis was performed using the Army Corps of Engineer’s HEC-RAS (Hydrologic Engineering Center’s River Analysis System, version 3.1.3) along with available FEMA (Federal Emergency Management Agency) flow data and surface profiles. The contributing drainage area for the project location was 18.3 square miles and the 100-year design flow was 5,250 cfs.

The HEC-RAS program was utilized to determine flow quantities, flow velocities and water surface elevations for given inflows to existing and proposed stream crossings and to determine contraction and abutment scour for the existing and proposed bridges. The scour analysis was completed for the 10, 50, 100 and 500-year recurrence intervals.

PROJECT NAME: Catatonk Hill Road Bridge Hydraulic Analysis LOCATION: Candor, NY CLIENT: Town of Candor Highway Department CONTACT: Kevin Noble, (607) 659-3235 101 Owego Road, Candor, NY 13743

Tectonic was retained to provide survey and hydraulic analysis support for the replacement of a culvert along Hoyt Creek that was destroyed during Tropical Storm Lee. Tectonic performed a partial Topographic survey at the site and prepared mapping in AutoCAD format. Limits of survey are 100 foot of roadway in both directions from the culvert and 100 foot upstream and 100 foot downstream. The mapping showed the all visible improvements, roadways, structures, etc. with a 1-ft contour interval, and spot elevations on all flat surfaces and improvements, including rims and inverts on all drainage structures. Spot elevations were to the nearest 0.01-ft on hard surfaces and 0.1-ft on soft surfaces spaced no more than 50-ft apart. All vertical data was based on the North American Vertical Datum of 1988.

FEMA requested a detailed hydraulic analysis to justify the selected bridge configuration. The engineering analysis of the watercourse focused on the hydraulic performance of the proposed conditions (30’ bridge, 50 year storm). Existing information provided by the Town (documentation/understanding of pre-storm configuration, prior studies, plans, as-builts, surveys, GIS maps, etc.) was reviewed. A field inspection of the location was conducted to assess waterway condition, integrity and characteristics. Independent hydrology using regression methods was prepared. Tailwater conditions were taken from downstream FEMA FIS data. The location was modeled using industry-standard computer software (HY-8). The results of the computer modeling was analyzed and tabulated for capacity, overtopping, velocity and elevation, as applicable. A stream bed level energy dissipation structure was sized and detailed. A covering discussion of assumptions, data, methodology and results was summarized in a letter report form with supporting computations appended.

The project is a culvert replacement along Hoyt Creek. The culvert was destroyed during Tropical Storm Lee. This is a FEMA funded project.

PROJECT NAME: SPDES Compliance for US Army Corps of Engineers Projects LOCATION: Various Locations, New York CLIENTS: AECOM, J&J Contracting CONTACT: Andrew Bosco, (978) 452-9898 35 Market Street, Suite 401 Lowell, MA 01852

Tectonic prepared Stormwater Pollution Prevention Plans (SWPPP) and performed weekly construction compliance inspections for projects associated with United States Military installations in New York State. Documentation and protocols were prepared in accordance with NYSDEC GP 0-08-001 and GP 0-10-001 requirements. Services included SWPPP preparation, staged erosion and sediment control design, slope stability analysis, permit preparation, agency coordination, inspection, and permit closeout. Representative projects include:

 Saugerties Army Reserve Center (2010-2011): The project included the development of a main training building, an organization maintenance facility building, an unheated storage enclosure, parking lots, and other associated facilities on this 15 acre property along the NY State Thruway in Ulster County.

 West Point Department of Logistics Motor Pool (2009-2010): The project consisted of providing the development of the United States Military Academy Department of Logistics Motor Pool Site on approximately 41.7 acres adjacent to a protected surface water body. The project sought and received a waiver from the NYSDEC to disturb more than 5 acres at one time. During large-scale earthmoving operations, additional erosion control measures were employed and inspections were provided twice weekly. Improvements included a 45,000 square foot vehicle maintenance building, a 12,000 square foot administration building, a wastewater treatment plant, an electrical substation, vehicle storage lots, and associated parking, roadways, utilities, embankments, retaining walls, lighting, and landscaping.

B. Resumes of Key Personnel

Land Planning | Transportation | Water Resources | Institutions/Healthcare/Education | Telecommunications | Energy | Municipal Mark A. Lukasik, P.E. Vice President Summary: As the Manager of the Firm’s Civil Department, responsibilities include overseeing the Years of Experience: 20 preparation, coordination, management and presentation of capital designs, municipal Years with Firm: 13 services, site plans and subdivisions for State, County, Municipal, commercial and residential land development clients, and water resource projects. Other Education: responsibilities include managing and supervising project managers and staff level engineers, providing resident engineering services for local municipalities (entailing B.S., Civil and Environmental the design of public roadways and facilities, review of site and subdivision plans, site Engineering inspections, state environmental quality review (SEQR) evaluation, Stormwater Rutgers University, New Jersey Pollution Prevention Plan (SWPPP) review, determination of compliance with the zoning regulations). Civil design experience also includes the preparation of site and Licenses/Certifications: subdivision development plans for municipal review, hydraulic studies (streams, culverts, piping systems, and dams), capital design and contract document NJSME Certified Municipal Engineer preparation, environmental permitting, and construction administration.

Professional Engineer: Relevant Project Experience: · New Jersey (# GE 044240) Stormwater Management Design for Cellular Site, Mahwah, NJ; Sprint – Project · New York (# 082580) Manager - Performed hydrologic and hydraulic computations associated with the subsurface storage of excess runoff generated by a proposed cellular installation, equipment area, and access driveway. Stability of associated slopes and swales was Highlights: computed using RUSLE and proprietary software. The results of the analysis were summarized in a report. Erosion and sediment control plans were developed in 15 years of experience in the design conjunction with the stormwater management system design plans. Approval was of residential, commercial and received from the County Soil Conservation District. (2009) industrial site / civil projects Emergency Action Plan and Engineering Assessment, Dansville, NY, Project 11 years of experience in municipal Manager Dansville Reservoir Dam is a Class C (High Hazard), large earthen gravity engineering dam built in 1934 as a potable water supply for the residents of the Village of Dansville, with a total height of over 54 feet and an impoundment volume in excess of President, 2009-2010 495 acre-ft. The Dam is approximately 670 feet long with a 100 feet long concrete Orange Sullivan Chapter, National spillway. The upstream watershed of approximately eight square miles of agricultural Society of Professional Engineers and wooded land uses and the downstream reach extends nearly 4.7 miles through downtown Dansville to Interstate 390. An Emergency Action Plan (EAP) and an Engineer of Record, 2004 Engineering Assessment (EA) were prepared as required by NYCRR Part 673.6 and Zoning Board of Adjustment Borough in conformance with NYSDEC technical guidance publications. of Highlands, Monmouth County, NJ Cascade Lake Dam, Warwick, NY, Project Manager, Concrete structure dam built in the 1940’s. The dam is approximately140 feet long, up to 16 feet high and approximately 19 feet wide at the center base. The dam impounds a 4 acre 8,177,000 gallon lake and is a Hazard Classification “B” by NYSDEC. Tectonic performed visual observations of the dam and spillway area to evaluate existing conditions of the dam with respect to stability and other potential problems including crest area, upstream slope, downstream slope and spillway/natural overflow. In addition, Tectonic prepared a written report with recommendations relative to erosion control, slope stability, maintenance and remedial repairs.

Emergency Action Plan and Inspection & Maintenance Plan, Red Creek, New York, Project Manager, Red Creek Dam is a Class C (High Hazard), earthen and masonry dam built for recreation, with a total height of over 13 feet and an impoundment volume in excess of 44 acre-ft. The Dam is approximately 365 feet long with a 35 feet long concrete spillway. The upstream watershed exceeds 11 square miles of agricultural and lightly-developed land uses and the downstream reach extends a mile through Red Creek to Hawley Road. An Emergency Action Plan (EAP) and an Inspection and Maintenance Plan were prepared as required by NYCRR Part 673.6 and in conformance with NYSDEC technical guidance publications.

Mark A. Lukasik, P.E. Vice President Forest Lake Dam, Andover, NJ; Forest Lake Club – Project Manager - Manager for hydrologic and hydraulic analyses updates for a 0.4 square mile watershed above a Class I high hazard gravity dam to support the facility’s emergency action plan. Components included PMF analysis, HEC-HMS model of the watershed, dam break analysis, downstream routing of the breach flows, inundation mapping updates, and a report.

Lake Sebago & Lake Kanawauke Dams, Ramapo, NY; Palisades Interstate Park Commission – Project Manager - Manager for hydrologic and hydraulic analyses of a ten square mile watershed above a Class C high hazard gravity dam to support the design of a 40-foot high concrete spillway and embankment to increase discharge capacity. Components included PMP analysis by HMR-52, HEC-HMS model of the watershed (including twelve subareas to upstream lakes and three upstream dams), and a report.

Turner Hill Roadway Reconstruction, Davenport, NY; Town of Davenport – Project Manager - This project consisted of publicly bid construction of three anchored soldier pile and concrete lagging retaining walls (combined length of nearly 600 ft) to support a town road destroyed during severe weather. Project elements involved construction plans, structural design, slope stability, erosion control, drainage improvements, bid documents, and technical specifications. Survey, geotechnical, and construction support were also included.

Pumpkin Hollow Roadway Reconstruction, Davenport, NY; Town of Davenport – Project Manager - This project consisted of the publicly bid construction of a 150 ft long anchored soldier pile and concrete lagging retaining wall to support a town road destroyed during severe weather. Project elements involved construction plans, structural design, slope stability, erosion control, drainage improvements, NYSDEC Protection of Waters permitting, bid documents, and technical specifications. Survey, geotechnical, and construction support were also included.

Wilson Avenue Culvert, Newark, NJ; Urbitran – Project Manager - This project consisted of the hydraulic design of a half- mile long tidally-influenced 4’x8’ concrete box culvert through an industrial portion of the City of Newark and discharging to Newark Bay. Regulatory work consisted of NJDEP Waterfront Development Permits, Tidelands Permits, US Army Corps Water Quality, US Army Corps NWP 7, Hudson/Essex/Passaic Soil Conservation District, and NJDEP Stormwater Management Rules compliance.

Old Mamaroneck Road, White Plains, NY; Westchester County Department of Public Works - Project Manager - Project consisted of the $2 million rehabilitation of approximately two miles of County-owned roadway through the City of White Plains. Plans included full depth reconstruction, drainage modifications, curbing, traffic control, and intersection reconfigurations. Contract documents included NYSDOT-format technical specifications.

Culvert Inventory, Pearl River, NY; Orangetown Highway Department – Project Manager - Inventoried and located all major town-owned drainage structures within the 24 square mile town utilizing GPS methods. The major parameters of the catalogued structures were recorded and cursory inspections were performed. (2004)

Brookside Culvert Improvements, Torrington, CT – Project Manager - Tectonic is providing engineering services to support the City’s design for the replacement of a substandard bridge with a culvert. Responsibilities included the hydrologic, hydraulic, and outlet protection designs to support the City’s Engineering Department.

DPW Bus Garage Facility, Warwick, NY, Town of Warwick, Project Manager – Mr. Lukasik was responsible for the technical review of the preparation site design for a 9,100 SF bus garage. The site plan included parking facilities, design of sanitary sewer connection to the existing DPW garage, and Stormwater Pollution Prevention Plan (SWPPP). The SWPPP was prepared using the August 2010 edition of the Stormwater Management Design Manual, which requires Green Infrastructure Practices. The Green Practices incorporated into this project included flow-through stormwater planters and vegetated swales. A pond was also designed to further enhance stormwater discharges. In addition, Tectonic performed earthwork analyses, and prepared a cost estimate for the proposed site work.

Casey O’Mara, P.E. Senior Engineer

Summary: As a Staff Engineer with the firm’s Civil Department, responsibilities include analysis of hydrologic and hydraulic systems relating to site design, dam Years of Experience: 11 studies, and bridge and culvert modifications. Responsibilities also include the Years with Firm: 9 preparation of construction documents for commercial and residential land development. Past experience in the firm’s Environmental Department included Education: Phase 1 and Phase 2 Environmental Site Assessments in accordance with ASTM MS Environmental Engineering standards, soils remediation; remedial construction inspection for soil and Manhattan College groundwater removals and geohydrologic analyses. Riverdale, NY Relevant Project Experience: BS Environmental Engineering Manhattan College Hudson Steppe, Ossining, NY; Paris-Built Homes – Staff Engineer - The project consisted of engineering services for the development of an eight-building campus Riverdale, NY providing 190 units of luxury housing in a townhome/condominium configuration with an underground robotic parking garage on approximately 6 acres of land. The services Professional Registration: included site design documents, planning board approvals, landscaping and lighting plans, SPDES stormwater permitting, and potable and wastewater permits for the Professional Engineer, NY proposed buildings. LEED Green Associate Pleasant Valley Mill Dam Inundation Mapping, Borough of Washington, Warren

County, NJ, Staff Engineer - Tectonic prepared a hydraulic analysis report and Licenses/Certifications: inundation mapping to support an Emergency Action Plan (EAP) for the above- referenced impoundment. Given the downstream presence of residences and OSHA 40-Hour HAZWOPER significant transportation facilities, Tectonic performed site reconnaissance to Troxler Training examine the drainage basin and downstream hazard area and conducted hydrologic NYS Erosion and Sediment Control and hydraulic modeling of the watershed, reservoir, dam and spillway (using US Army Corps of Engineers HEC-HMS) as necessary to calculate maximum reservoir water surface elevations for use in the dam break analyses and production of the Highlights: downstream inundation mapping.

Stockholm Junior Water Prize 2.3 MW Solar Installation, Somerset County NJ- Staff Engineer - Tectonic is Committee, providing engineering services on this 2.3MW solar PV installation in Somerset Water Environment Federation County, New Jersey. The solar installation on this site encompasses a ground mounted system with multiple sub-arrays, utilized to optimize the system output. Environmental Science Committee, Requiring approximately 20 acres of tree removal, and overall site work, the extensive system is predicted to supply approximately 80% of the power consumption New York Water Environment for the existing facility. Services provided include: array design, site/civil design, Association storm-water management, structural engineering (ground mounts, overhead transmission lines), geotechnical engineering, surveying, threatened & endangered species studies, wetlands consulting, EIS, permitting (2 Township Planning Boards, County, Soil Conservation, DRCC, NJDEP (RFA and LURP General Permit), and construction support.

Environmental Services for New York City Department of Design & Construction, Central Park Police Precinct, New York, NY, Staff Engineer - Performed groundwater sampling for analysis of stormwater effluent prior to offsite treatment for a project involving the renovation of an existing police precinct building to a modern facility within a historic landmark building. There are known to have been two (2) 550 gallon gasoline underground storage tanks (USTs) and one 8,000 gallon fuel oil UST located adjacent to the existing building on the property. During a previous environmental subsurface investigation, soils impacted with fuel oil were identified on the property up to the edge of the building and within the building footprint.

Casey O’Mara, P.E. Senior Engineer Site Planning and Stormwater Design, White Plains, NY, Staff Engineer - The project consists of the engineering design and preparation of site design documents as well as a stormwater management plan associated with the construction of a new residence in Tuxedo Park. The services included the preparation of site, grading, erosion control and utility plans and details for Planning/Zoning Board approvals.

DPW Bus Garage Facility, Warwick, NY, Town of Warwick, Staff Engineer - Prepared site design for a 9,100 SF bus garage. The site plan included parking facilities, design of sanitary sewer connection to the existing DPW garage, and Stormwater Pollution Prevention Plan (SWPPP). The SWPPP was prepared using the August 2010 edition of the Stormwater Management Design Manual, which requires Green Infrastructure Practices. The Green Practices incorporated into this project included flow-through stormwater planters and vegetated swales. A pond was also designed to further enhance stormwater discharges. In addition, performed earthwork analyses, and prepared a cost estimate for the proposed site work.

Site Planning and Stormwater Design for Little Mount Zion Church, White Plains, NY, Staff Engineer - The project consisted of engineering services for the expansion of an existing church in downtown White Plains. The services included site design documents, planning board approvals, utility design and permitting, landscaping and lighting plans, and construction documents.

Witte Residence, Tuxedo Park, NY, Richard and Janet Witte, Staff Engineer - This project consisted of engineering services for the development of a new residence in Tuxedo Park, NY. The project consisted of grading, erosion control, and a detailed storm water analysis. A stormwater detention system was designed to mitigate the increased runoff from the proposed development.

Stone Hollow, Cornwall, NY, Ginsburg Development, Staff Engineer - This project consisted of modifying the stormwater management design of a previously approved twenty-nine lot subdivision to streamline construction schedules, limit environmental disturbance, improve the marketability of the lots, and reduce construction costs. SPDES compliance inspections were also provided on a weekly basis in accordance with NYSDEC GP02-01 requirements.

Kiyiwana Farm Pond Dam EAP, East Fishkill, NY, Kiyiwana Farm, Staff Engineer Performed hydrologic and hydraulic analyses for a 1.1 square mile watershed above a Class B intermediate hazard gravity dam and preparation of the facility’s emergency action plan. Components included: emergency planning, coordination with local, county, and State officials, storm frequency analysis, HEC-HMS model of the watershed, dam break analysis, downstream routing of the breach flow inundation mapping, and a report.

Ridge Hill Village, Yonkers, NY, Forest City Ratner Companies, Staff Engineer - Provided support during the construction of a multi-use land development project in the City of Yonkers, including the analysis of over 5 miles of CCTV documentation of storm and sanitary sewers, prioritizing pipe repairs, organizing and documenting pipe repairs and attending client meetings.

Capital Improvement Plan for Cold Spring Dams, Cold Spring, NY, Staff Engineer - Tectonic prepared a Capital Improvement Plan for three drinking water reservoir dams located in Cold Spring, New York. The plan was based on the Engineering Assessment and includes considerations for permitting, cost and risk associated with the assessments at each dam.

Emergency Action Plan Update for the Lower Warwick Reservoir Dam, Village of Warwick, NY, Staff Engineer - Prepared the Emergency Action Plan update included: emergency planning, coordination with local, county, and State officials and inundation mapping updates. Mapping was based on record hydrology and hydraulics, extended 2 miles, and was overlaid on aerial imagery.

Emergency Action Plan for the Blind Brook Dam, Purchase NY, Staff Engineer - Performed a hydrologic and hydraulic analysis of the Bind Brook Dam’s drainage area, the Dam, and the area downstream of the Dam in an effort to prepare inundation maps of the area in the event of dam failure. A HEC-HMS hydrologic model was prepared to analyze the watershed and the dam. The effects of the six mile stretch downstream and surrounding areas were modeled and analyzed using a HEC- RAS model. Inundation maps were delineated to identify residences that would require evacuation during an emergency at the dam.

Civil/Site Engineering A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: Environmental Services for a 2.3MW Solar PV Installation LOCATION: Somerset County, NJ CLIENT: Confidential

Tectonic provided environmental services on this 2.3MW solar PV installation in Somerset County, New Jersey. The solar installation on this site encompasses a ground mounted system with multiple sub-arrays utilized to optimize the system output. Requiring approximately 20 acres of tree removal, and overall site work, the extensive system is predicted to supply approximately 80% of the power consumption for the existing facility.

Our environmental services included the following:

o Preliminary Assessment (PA)/Site Investigation (SI) o Ecological Inventory o Cultural Resources Management o Threatened & Endangered (T&E) Species Habitat Evaluation Review o Tree Plot Survey & Mitigation Planning o Environmental Impact Study (EIS) o Environmental Project Planning & Development Coordination

PROJECT NAME: Village of Haverstraw DPW Garage LOCATION: Haverstraw, New York CLIENT: Ginsburg Development CONTACT: Patrick Normoyle, (914) 747-3600 100 Summit Lake Drive Valhalla, NY 10595

To facilitate the redevelopment of another waterfront parcel, GDC negotiated the relocation of the Village’s DPW facility. Thus, this project consisted of engineering services for the development of a new public works facility as mitigation including a 12,000 square-foot garage, a fueling facility, a salt shed, material storage areas, solid waste transfer, and associated site improvements on approximately 3 acres of land. The services included site design documents, specifications, stormwater management design, a sanitary sewer pump station and force main, approximately 900 feet of offsite utility extensions, petroleum storage facility design with a SPCCC plan, landscaping design, and lighting plans. Extensive permitting and regulatory coordination was required including:

• Planning/Zoning/Village Board approvals • SPDES stormwater approvals • Floodplain development approvals • County-level planning, health department and drainage agency approvals • Potable and wastewater service connections and approvals • A Multi-Sector Industrial SPDES permit for the fueling, vehicle maintenance, and bulk storage operations • Solid Waste Facility registration for the transfer station

Tectonic also designed the foundation system for the garage, salt shed and storage structures.

PROJECT NAME: Hudson River Museum Amphitheater LOCATION: Yonkers, New York CLIENT: Archimuse CONTACT: Reuben Jackson, (212) 566-7301 139 Fulton Street, Suite 1011 New York, NY 10038

Tectonic provided survey, geotechnical, and site/civil services for the design and construction of an outdoor amphitheater with a backstage facility on an existing slope overlooking the Hudson River. The project included an outdoor plaza, a building with a “green” roof that will form a backstop for the stage (housing bathrooms, lobby, and "green" room), the amphitheater (cast in place concrete). Survey encompassed the topographic acquisition of improvements and surface data on the Hudson River Museum property and a portion of the adjacent lands of Trevor Park. This information was used as the basemap for the amphitheater site plan. Civil engineering services included the performance of site inspections, and design of grading and drainage associated with the construction of an amphitheater on a natural slope, diversion of existing drainage facilities within the amphitheater footprint, erosion control schemes for management of construction on a steep slope, utility services for the backstage building at the base of the amphitheater (potable water, sanitary sewer, and building roof drainage connections) the preparation of construction drawings and technical specifications, the submittal of the documents to the City agencies for their review. Geotechnical services included performance of borings to determine both the extent of existing fill and preparation of a report with recommendations for design of a cost effective amphitheater foundation.

PROJECT NAME: Van Saun Park Concession Building LOCATION: County of Bergen, NJ CLIENT: Bergen County Parks Department CONTACT: Alan Koenig, (201) 336-6800 One Bergen County Plaza, 5th Floor, Hackensack, NJ 07601

Tectonic designed, permitted and prepared construction documents for the construction of a new concession building to serve the County park and zoo in Bergen County. To allow for improvements to the utilization and aesthetics of this section of the park, Tectonic reconfigured the existing parking lot to maximize parking spaces and improve circulation. Existing paver walkways were then reconstructed and reconfigured to route pedestrian traffic to the new building. Coordination with the County and Aramark, the concession contract vendor, dictated the interior design of the premanufactured building. Tectonic also designed the foundation, site utilities (water, sewer and electric), and a wastewater pumping station.

PROJECT NAME: SUNY New Paltz Building #1 LOCATION: New Paltz, New York CLIENT: Hall Partnership Architects, LLP CONTACT: Timothy Hall, AIA, (212) 777-2090 42 East 21st Street, New York, NY 10010

Tectonic provided professional engineering and surveying services associated with the renovation and modernization of Old Main, the oldest building on the New Paltz campus, one of the most environmentally friendly projects the campus has ever undertaken. This represents the first Leadership in Energy and Environmental Design (LEED)-certified project on the campus. Tectonic evaluated the potential for obtaining LEED credits for site sustainability and we also prepared construction drawings and a Stormwater Pollution Prevention Plan.

Tectonic performed updated topographic and planimetric surveys, design of site improvements at the Old Main Building (grading, drainage, water main design, parking & access road design, retaining wall design, utility connections), technical specifications preparation, and design manual preparation assistance. The topographic survey covered approximately 7-acres around the existing Old Main building.

PROJECT NAME: Rockland Hospital Guild Residential Facility LOCATION: Orangetown, New York CLIENT: Architecture + CONTACT: Vincent Lepera, (518) 272-4481 297 River Street, Troy, NY 12180

The project consisted of engineering services for the development of a four- building campus to serve as a new self-contained residence facility for mentally and physically challenged adults on approximately 5-acres of land. Our context- sensitive design capitalized on a gently sloping, wooded site by retaining a significant number of old-growth trees, providing a pedestrian-friendly network throughout, and managing stormwater in compliance with current regulations through the use of meandering swales.

The services included site design documents (demolition, site, grading and drainage, utility, erosion control, profile, and detail plans), planning and zoning board approvals, landscaping plans, SPDES stormwater permitting, and potable water and wastewater permits for the proposed buildings. A geotechnical investigation, SPDES compliance inspections, and construction inspection services were also performed for the project.

PROJECT NAME: Ulster Retail Center Expansion, Site Planning & Structural Engineering Services LOCATION: Ulster, New York CLIENT: Centurion Realty LLC CONTACT: Harold Sutton, (212) 204-3450 512 7th Avenue, 37th Floor, New York, NY 10018

The project consists of the construction of three retail buildings totaling 54,000 square feet, the first Sonic Drive-In restaurant in New York, a new façade and entry to the existing Shop Rite anchor tenant, a completely reconfigured 599 stall parking lot, traffic signal and intersection upgrades, an independent stormwater management system, new connections to the existing sanitary sewer system, water systems, storm sewer piping and utilities. The site is a 14 acre parcel located on Route 9W in the Town of Ulster, New York.

Tectonic performed a boundary and topographic survey of the site, located subsurface utility lines and televised existing sanitary sewer lines, prepared preliminary/final site development plans, and progressed the project through local planning board approval. Plans included site layout, grading, drainage, erosion control, landscaping, lighting, and utility designs. Environmental services included the preparation of long form Environmental Site Assessment Forms (EAF’s), and regulatory permitting. Subsurface filtering stormwater systems were designed to meet the current requirements of the NYSDEC Stormwater Management Regulations. SPDES-compliance inspections were provided during construction.

Tectonic also designed the structural and foundation systems under contract to the project Architect for three buildings with a total floor area of 54,000 square feet in this retail shopping center. The superstructure consists of open web steel joists on a structural steel frame, supported by a foundation consisting of conventional spread footings and perimeter foundation walls. A curtain wall system comprised of cold formed steel members was also included.

PROJECT NAME: Harbors at Haverstraw LOCATION: Haverstraw, New York CLIENT: Ginsburg Development CONTACT: Dan Mulvey, (914) 747-3600 245 Saw Mill River Road, Hawthorne, NY 10532

Tectonic provided civil engineering services for this 490-unit residential development project. Harbors at Haverstraw, is the first phase of a waterfront redevelopment project along the Hudson River in the Village of Haverstraw. The project is a brownfields site and involved redeveloping deteriorated brick factories and other vacant buildings which have been closed since the 1930’s. Overall, the project will provide multi-family housing, community recreational facilities and a 1.5 mile riverfront promenade and help to revitalize the Main Street Business area. Tectonic prepared site development plans including preliminary/conceptual locations of drives, parking, buildings, utilities, storm water management facilities, and grading. The following tasks were included:

 Assisted in the SEQR process  Storm Water Management Report addressing storm water discharge quantity and quality in accordance with DEC standards and DEC Approval.  Erosion and Sediment Control Plans.  Slope analysis plan indicating range of slopes.  Water System Report addressing the adequacy of the existing system, projected usage and necessary improvements.  Sewer System Report addressing the adequacy of the existing system, projected usage and necessary improvements.  County Approval of water and sewer systems  Upgrade of an existing sanitary sewer pump station  Multiple Site Plan Amendments to increase project density  Consulting services post-hurricane Sandy during FEMA ABFE designation and map revisions  Construction support services

Environmental services consisted of Draft EIS support and State Environmental Quality Review (SEQR), for eight different sites in the Village of Haverstraw, Harbors at Haverstraw and Downtown Waterfront Revitalization. Tectonic participated in the preparation of the Draft Environmental Impact Statement (DEIS) as prepared by MGD Holdings, LLC, and Saccardi & Schiff, Inc.

PROJECT NAME: Quickway Industrial Park LOCATION: Wallkill, New York CLIENT: Frassetto Companies LLC CONTACT: John Frassetto, (201) 934-7200 2 Parkway & Rt 17 South, Upper Saddle River, NJ 07458

This project involved the design and development of various sites including offices, commercial uses, manufacturing, and interstate/inter-local warehouse facilities with associated parking on seven (7) parcels comprising fifty (50) acres in the Town of Wallkill.

Tectonic performed a broad spectrum of services that varied across each site. Boundary and topographic surveys were prepared. Conceptual, preliminary, and final site development designs were performed while stewarding projects through the local planning board approval process. These plans included site layout, grading, drainage, erosion control, landscaping, lighting and utility plans. The environmental services included the preparation of full Environmental Site Assessment Forms (EAF's), wetlands delineation, and regulatory permitting. Extensive hydrologic and hydraulic analyses were performed to design regional stormwater systems that meet the requirements of the NYSDEC Stormwater Management Regulations. Water quality and quality control systems were designed to meet required sizing criteria and pollutant removal goals in accordance with the NYS Stormwater Management Design Manual. Geotechnical studies providing design parameters and construction recommendations were provided. Additionally, structural designs for foundations were prepared.

Throughout construction, Tectonic performed a variety of services including: materials testing, special inspections, construction inspection services, engineering design support associated with construction of the facilities, weekly Stormwater Pollution Prevention Plan (SWPPP) compliance inspections, construction stakeout, and "as-built" surveys of completed site improvements.

The sites each range from 4 to 10 acres in area and include:

• Site 2: 86,000 square foot manufacturing facility • Site 4: 70,000 square foot office building • Site 5: A subdivision that will result in a bank, restaurant, and hotel (Candlewood Suites) • Site 6: 45,000 square foot warehouse • Site 7: 153,000 square foot warehouse • Site 10: 86,000 square foot manufacturing facility • Site 12: 60,000 square foot warehouse

B. Resumes of Key Personnel

Summary: As the Manager of the Firm’s Civil Department, responsibilities include overseeing Years of Experience: 20 the preparation, coordination, management and presentation of capital designs, Years with Firm: 13 municipal services, site plans and subdivisions for State, County, Municipal, commercial and residential land development clients, and water resource projects. Education: Other responsibilities include managing and supervising project managers and staff level engineers, providing resident engineering services for local municipalities B.S., Civil and Environmental (entailing the design of public roadways and facilities, review of site and subdivision Engineering Rutgers University, NJ plans, site inspections, state environmental quality review (SEQR) evaluation, Stormwater Pollution Prevention Plan (SWPPP) review, determination of compliance with the zoning regulations). Civil design experience also includes the preparation of Licenses/Certifications: site and subdivision development plans for municipal review, hydraulic studies (streams, culverts, piping systems, and dams), capital design and contract document NJSME Certified Municipal Engineer preparation, environmental permitting, and construction administration.

Professional Engineer: Relevant Project Experience: · New Jersey (# GE 044240) · New York (# 082580) Van Saun Park Concession Building, County of Bergen, NJ, Project Manager – Tectonic designed, permitted and prepared construction documents for the Highlights: construction of a new concession building to serve the County park and zoo in Bergen County. To allow for improvements to the utilization and aesthetics of this 15 years of experience in the design section of the park, Tectonic reconfigured the existing parking lot to maximize parking of residential, commercial and spaces and improve circulation. Existing paver walkways were then reconstructed industrial site / civil projects and reconfigured to route pedestrian traffic to the new building. Coordination with the County and Aramark, the concession contract vendor, dictated the interior design of 11 years of experience in municipal the premanufactured building. Tectonic also designed the foundation, site utilities engineering (water, sewer and electric), and a wastewater pumping station.

President, 2009-2010 Additions to the Lawrenceville Elementary School, Lawrence Township, NJ; The Orange Sullivan Chapter, National Spiezle Architectural Group - Assistant Project Manager - Responsibilities included Society of Professional Engineers oversight of the site design, survey, permitting, specifications, and construction administration services for the $6 million addition of classrooms, circulation, traffic Engineer of Record, 2004 control, and parking improvements at an existing elementary school. Zoning Board of Adjustment Borough of Highlands, Monmouth County, NJ Borough of Keyport Municipal Center, Keyport, NJ; Kaplan, Gaunt, DeSantis Architects - Design Engineer - Responsibilities included the site design, specifications, and permitting for the construction of a new $3 million municipal building.

West Ward Firehouse, Trenton, NJ; The Spiezle Architectural Group - Design Engineer - Responsibilities included the site design, specifications, and permitting for the construction of a new $4 million fire house.

Zoning Board of Adjustment; Highlands, NJ – Engineer of Record - Provided professional review services for variances, subdivisions and site plans brought before the Board as well as attending all scheduled Board meetings.

Windward Avenue Campus, White Plains, NY; Windward School – Project Manager - This project consisted of plans and specifications for additions and alterations to a private school. Vehicular circulation, parking improvements, ADA-compliant accessibility, fire-code compliance, and drainage improvements were all addressed by the project. Approvals were required from the Zoning Board, Environmental Review Board, Planning Board, DPW, and Building Department. Site plans were prepared that included drainage, grading, parking, utilities and erosion control elements.

Mark A. Lukasik, P.E. Vice President Meadow Hill Running Track & Tennis Courts, Newburgh Enlarged City School District; Sammel Architecture – Project Manager - This project includes the design and permitting of a publicly-bid 400 meter, six-lane, polyurethane-bound rubber running track with associated spectator facilities. Two new hard court tennis facilities were also relocated on-site to accommodate the new track. Elements included survey, geotechnical investigation, track design, tennis court design, grading, stormwater management, accessibility analysis, erosion control, technical specifications, construction support, and SPDES compliance inspections.

Newburgh Enlarged City School District; Joseph Minuta Architecture – Project Manager - This project consisted of plans for approximately $800,000 of site improvements to four public schools. The existing construction budgets for each of the four sites were evaluated for scoping recommendations and value engineering. Site plans were then prepared for the schools including drainage, grading, parking, sewer, contract documents, structural design of retaining walls and erosion control elements. Ground survey, an engineering evaluation of sub-surface conditions, and construction support services were also provided for the project.

Harbors at Haverstraw, Haverstraw, NY; Ginsburg Development – Project Manager - Provided construction support for a 485- unit residential redevelopment project that consisted of condominium and townhouse buildings also containing a recreational center, clubhouse, pool, and multi-purpose courts. Elements included site grading, road design, parking analysis, sewer collection with 2 pump stations, waste distribution, storm water collection, utilities, soil erosion and sedimentation, storm water management, regulatory coordination, contract specifications, and cost estimates.

Quickway Industrial Park – Site 10 Warehouse, Wallkill, NY; Frassetto Companies – Project Manager - The project consisted of engineering services for the development of an 80,000 sf warehouse on approximately 8 acres of land. The services included site design documents, parking and circulation designs, planning board approvals, retaining walls, landscaping and lighting plans, SPDES stormwater permitting, potable and wastewater permits, and a NYSDEC Stream Disturbance permit for the proposed building. Survey, a Geotechnical investigation, construction inspection, and SPDES compliance inspections were also performed for the project. (2006- 2008).

Quickway Industrial Park – Site 4 Medical Office Building, Wallkill, NY; Frassetto Companies – Project Manager - The project consisted of engineering services for the development of a four-story office building on approximately 5 acres of land. The services included site design documents, parking and circulation designs, planning board approvals, retaining walls, landscaping and lighting plans, SPDES stormwater permitting, and potable and wastewater permits for the proposed building. Survey and a Geotechnical investigation were also performed for the project.

Quickway Industrial Park – Site 5 Mixed-Use Subdivision, Wallkill, NY; Frassetto Companies – Project Manager - The project consisted of engineering services for the future development of a three commercial uses on approximately 20 acres of land. The services included conceptual design documents, parking and circulation designs, traffic study coordination, planning board approvals,

Hudson Steppe, Ossining, NY; Pais-Built Homes – Project Manager - The project consisted of engineering services for the development of an eight-building campus providing 190 units of luxury housing in a townhome/condominium configuration with an underground robotic parking garage on approximately 6 acres of land. The services included site design documents, planning board approvals, landscaping and lighting plans, SPDES stormwater permitting, and potable and wastewater permits for the proposed buildings.

Quickway Industrial Park – Site 3 Warehouse, Wallkill, NY; Frassetto Companies – Project Manager - The project consisted of engineering services for the development of a 77,000 sf warehouse on approximately 6 acres of land. The services included site design documents, parking and circulation designs, planning board approvals, retaining walls, landscaping and lighting plans, SPDES stormwater permitting, potable and wastewater permits, and a US Army Corps Wetland Disturbance Nationwide Permit for the proposed building. A survey, a geotechnical investigation, construction inspection, and SPDES compliance inspections were also performed for the project. William Moran, P.E., AICP, CME, PP Senior Engineer

Summary: Years of Experience: 31 As a Senior Engineer and Project Manager, responsibilities include all phases of project Years with Firm: 5 management and design for Private, Federal, State, County and Municipal clients. Other responsibilities include oversight of staff of engineers and technicians, providing Education: municipal engineering services, site inspections, consulting to planning/zoning boards and code compliance review. Civil design experience includes plan development for a B.S., Chemistry, Ramapo College of NJ, wide range projects including subdivisions, roadway design, utility layout, stormwater Mahwah, NJ management design, landscape design, hydrologic/hydraulic studies, and environmental permitting throughout the Tri-State region. Experienced in evaluating M.S., Civil Engineering, NJ Institute of impacts to private property owners from DOT right of way/easement acquisitions and Technology, Newark, NJ access modifications.

Licenses/Certifications: Relevant Project Experience:

Professional Engineer Van Saun Park Concession Building, County of Bergen, NJ, Project Manager –  NJ (# 37899) Tectonic designed, permitted and prepared construction documents for the construction  NY (# 072968) of a new concession building to serve the County park and zoo in Bergen County. To  CT (# 22702) allow for improvements to the utilization and aesthetics of this section of the park,  DE (# 12508) Tectonic reconfigured the existing parking lot to maximize parking spaces and improve  VA (# 0402036715) circulation. Existing paver walkways were then reconstructed and reconfigured to route pedestrian traffic to the new building. Coordination with the County and Aramark, the Professional Planner, NJ concession contract vendor, dictated the interior design of the premanufactured Lic. # 5547 building. Tectonic also designed the foundation, site utilities (water, sewer and electric), and a wastewater pumping station. NJSME, Certified Municipal Engineer, NJ Cert. # CME-05-21 2.3 MW Solar Facility, Somerset County, NJ; Program Manager - Tectonic is providing engineering services on this 2.3MW solar PV installation in Somerset County, American Institute of Certified Planners New Jersey. The solar installation on this site encompasses a ground mounted system Lic. # 020347 with multiple sub-arrays, utilized to optimize the system output. Requiring approximately 20 acres of tree removal, and overall site work, the extensive system is predicted to Memberships: supply approximately 80% of the power consumption for the existing facility. Services provided include: array design, site/civil design, storm-water management, structural American Society of Civil Engineers engineering (ground mounts, overhead transmission lines), geotechnical engineering, surveying, threatened & endangered species studies, wetlands consulting, EIS, American Institute of Certified Planners permitting (2 Township Planning Boards, County, Soil Conservation, DRCC, NJDEP (RFA and LURP General Permit), and construction support. American Planning Association Skytop Road Reconstruction, Andover, NJ – Project Manager - This NJDOT Local Aid project involved roadway reclamation and drainage improvements for ±9,500 linear feet of roadway. Responsibilites included preparation of the NJDOT Local Aid application, design drawing preparation in accoradnce with NJDOT standards, preparation of specifications, cost estimates, change orders, bid review and overseeing construction/installation. Prepared closeout documentation at the conclusion of the project.

Tamarack Country Villa, Byram, NJ – Project Manager - This project consisted of the conversion of an historic mansion to a bed and breakfast establishment office builing.. Conducted site/utility layout, stormwater management and grading design as well dsign of the subsurface sewage disposal system. Successfully acquired all local and state approvals for construction. William Moran, P.E., AICP, CME, PP Senior Engineer

Bridge Replacements at Various Locations, Morris County, NJ – Project Manager - This project required hydrologic and hydraulic (H & H) analyses (HEC – 1 and HEC – 2) and associated NJDEP permitting for the replacement of 8 County Bridges at various locations in Morris County. Prepared design/permitting drawings, detailed H & H documentation and permit applications. Additional responsibilities included the preliminary structural design of the bridge. Worked closely with the Morris County Engineers office to determine the most effective structural design for the replacement structures.

Central Passaic River Basin – ACOE, NY District, Passaic Flood Tunnel Project, 1997-1999 – Senior Project Engineer - This project required the layout and design of floodwall and levee sytems that were a prt of the Passaic flood tunnel project. This project involved working closely with the ACOE engineering staff to determine the best location and design for the levee/floodwall protection system at various locations in Morris, Passaic and Essex Counties. Prepared preliminary design drawings, easement documents, construction cost estimates and CPM scheduling.

Route 29 Flood Control Project – NJDOT, Lambertville, NJ – Senior Project Engineer - This project required the hydrologic and hydraulic (H & H) analyses (HEC – 1 and HEC – 2) and associated NJDEP permitting for this design/build project for NJDOT. This project involved working closely with the NJDOT engineering staff to determine the best location and design for a bypass pipe and road improvement to relieve flooding on Route 29 and surrounding properties. Prepared final design drawings, NJDEP permit applications, construction cost estimates and CPM scheduling.

Construction Inspection & Project Management A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: Construction Management and Inspection Services for Route 46 Van Houten Avenue Drainage Improvements LOCATION: Clifton, New Jersey CLIENT: New Jersey Department of Transportation CONTRACT: Hiren Patel, (201) 835-2931

Tectonic is providing all necessary Construction Management and Inspection services for drainage improvements on Route 46 in Clifton, NJ.

Tasks include oversight of milling and resurfacing HMA, construction culvert extensions and installing temporary MPT and construction signs. Duties include providing and overseeing multiple NICET certified inspectors, coordinating shop drawings and schedules, tracking and controlling budget, and resolving all RFIs for this $5M project. With the New Jersey Department of Transportation.

PROJECT NAME: Clara Maass Medical Center Geotechnical Inspection for Auger-Cast-Pile Deep Foundation Installation LOCATION: Bellville, New Jersey CLIENT: Barr and Barr, Inc. CONTACT: Rick Lepre, (201) 891-3907 803 High Mountain Rd, Franklin, Lakes, NJ 07417

A multilevel precast parking structure was constructed for the Clara Maass Medical Facility in Belleville, New Jersey. The parking structure served as a replacement for a former parking facility which was structurally damaged as a result of snow loading.

As part of the initial geotechnical investigation, conventional shallow foundations and deep foundation options including steel H-piles, drilled shafts and augered cast-in-place (ACIP) piles were considered as foundation options for the proposed multilevel parking structure. ACIP piles were ultimately selected due to their high load carrying capacity, high production installation rate, and low noise and vibration levels. A total of 271 piles were installed to depths ranging from 20 feet to 48 feet. Tectonic’s geotechnical staff provided full-time on-site construction oversight of the ACIP installation, pile load testing program, and pro-actively worked with the Owner, Construction Manager and Structural Engineer to mitigate installation difficulties which hindered ACIP advancement. Several considerations such as physical site constraints, existing

timber piling from the former structure, overlying fill materials and dense glacial till in the subsurface stratum, an accelerated construction schedule, and the Community’s and Owner’s need for the medical facility to remain operational during construction presented many challenges during ACIP installation.

Tectonic additionally provided recommendations for design modifications to the foundation structure when ACIP piles did not achieve suitable bearing elevations or when obstructions were encountered during installation. As a result, the ACIP foundation system was completed within the original project schedule and marked one of the first applications of ACIP foundation installation in the Northeastern United States through dense glacial till.

PROJECT NAME: Term Contract for Construction Inspection Services LOCATION: Orange County, New York CLIENT: Orange County DPW CONTACT: Charles W. Lee, (845) 291-2750 2455-2459 Route 17M, Goshen, NY 10924

Tectonic was awarded a one year contract to provide construction inspection services on an as-needed basis for various construction projects throughout Orange County, New York.

The types of assignments included gas main installation; sewer main installations; water main installations; and boring and jacking of sleeves across County Roads. Services typically included inspection during the construction of the utility lines for compliance with the project plans and specifications. These inspections included types of utility pipe and connections, observation and testing of backfill, inspection of manhole and pump station structures, and observation and testing of bedding materials. Services also included checking for compliance of maintenance and protection of traffic, maintaining a daily field report of the work completed, and maintaining a high level of communication with Orange County representatives during all phases of the utility installations.

PROJECT NAME: Term Contract for Construction Materials Testing Services LOCATION: Various Locations in Rockland County, New York CLIENT: Rockland County Department of General Services CONTACT: Paul Brennan, (845) 364-3820 50 Santorium Rd, Bld. A, 2nd Floor, Pomona, NY 10970

Tectonic was awarded a term contract from the County of Rockland to perform construction material testing. Sites included the Dr. Robert L. Yeager Health Center, Pomona, N.Y., the New City Government Center, the Fire Training Center, Rockland Community College Campus, Rockland County Sewer District #1, and other County- owned properties.

Services provided include classification of proposed on-site and borrowed soils to verify that soil compaction complies with specified requirements, concrete testing, field technician services for bituminous paving, masonry, steel, and reinforcing steel, field and laboratory testing including report preparation for all testing as follows:

Laboratory tests that Tectonic provided include:

 Soils

 Concrete

 Bituminous paving

 Masonry

 Steel

 Reinforcing steel

 Fireproofing

PROJECT NAME: Dormitory Authority of the State of New York – Term Agreement for Geotechnical and Construction Inspection Services LOCATION: Various Locations throughout New York CLIENT: Dormitory Authority of the State of New York (DASNY) CONTACT: Kieth LaPlante, (518) 257-3228 515 Broadway, Albany, NY 12207

Tectonic was awarded a multi-year Term Agreement to provide construction inspection, materials testing and geotechnical services for various State Facilities, and recently received "Notice to Proceed" for a follow-up contract through 2019. Tectonic is providing controlled inspection and materials testing services for soils, concrete, masonry, asphalt, and structural steel materials, preparation of inspection reports and performance of on-site investigations. Other duties include pile driving inspection and load testing, caisson and earth anchor inspection and in-situ testing of footing subgrades.

Tectonic is providing the construction inspection and materials testing for numerous projects throughout New York State during the time period between 1996 and 2019. Tectonic is responsible for technical inspection and administration of pile driving and sub-grade inspection, inspection of steel, fabrication, and erection as per design specifications; and preconstruction services involving surveying and assessing the existing condition of the adjoining buildings.

Completed projects include:

 SUNY Purchase New Dorm  Cook Chill Plant, Rockland County

 SUNY New Paltz Emergency Generators  Animal Care Facility  Taconic DDSO New Housing  Lehman College  Rockland’s Children’s Psych Center  Middletown Psych Center  Bronx Criminal Court Complex Precast  Institute of Basic Research  Bernard Fineson Housing  Animal Annex Building-Rockland Psych Center  City College Tunnel  Chenango County 911 Emergency Response Towers  Queens College Dorm  Remson Hall, Queen College  York College  Veterans Administration Hospital, Montrose  Bronx Community College Retaining Walls  Judicial Institute at Pace University  Hostos Community College Retaining Wall  Mid-Hudson Psychiatric Center  York College Dewatering  Pace University  Bryant Avenue Utilities  Griffin Laboratories  Taconic DDSC Assisted Housing  St. Christopher’s School

 Helen Hayes Nursing Home  Helen Hayes Hospital

PROJECT NAME: Controlled Inspections & Testing Laboratory Services LOCATION: Five Boroughs of NYC CLIENT: NYC Housing Authority CONACT: Victor Brenner, (212) 306-4327 90 Church Street, New York, NY 10007

Tectonic is providing controlled inspection and testing laboratory services under a three-year, $3M contract for the rehabilitation of Housing Authority properties throughout NYC.Services to date cover: roofing, structural steel, structural stability, all concrete, reinforced masonry, and masonry units.

Inspection and testing of material, equipment and operations are conducted with strict adherence to the New York City Building Code and comply with contract documents.

Housing complexes include: Kingsboro Houses, Whitman Ingersoll, Unity Plaza, Armstrong I & II, Ocean Hill Housing, Tapscott Housing, Bay View Housing, Marlboro Balconies, Stapleton Houses, Richmond Terrace Community, Independent Towers, Amsterdam Avenue, Drew Hamilton, A.C. Powell Blvd. Housing, Wise Towers, Rutgers Houses, Bayside Apts., Soundview, Throggs Neck Houses, Woodside Houses, Boston Secor, Mott Haven, Highbridge Gardens, Shelton Apts., South Jamaica Houses, Latimer Gardens, Conlon LIHFE, Murphy Houses, and St. Mary’s Park Houses.

PROJECT NAME: Controlled Inspection and Materials Testing Services LOCATION: Various Locations, NYC CLIENT: NYC School Construction Authority CONTACT: Mike Dirac, (718) 472-8785 30-30 Thomson Ave., Long Island City, NY 11101

Tectonic is performing controlled inspections and materials testing services in all five boroughs. This contract is under a fourth contract renewal that began in 1996. These services are required under Directive 14 of the NYC Building Code. To date, testing services have been provided at over 300 schools throughout New York City. The size of the projects varies from small maintenance type projects to new schools.

Controlled inspection and laboratory testing services are being provided for all components of building construction; including soils, concrete, masonry, precast elements, asphalt, structural steel, fireproofing, firestopping, HVAC, window leak testing and structural stability. Responsible for the preparation of TR-1 controlled inspection forms including final sign-off. The scope of services provided under these SCA contracts specific to geotechnical services include construction phase services, including: pile driving controlled inspections, special inspections for pier foundations inspections and testing for soil bearing pressure, soil percolation tests and inspections, subgrade inspections for foundations, retaining walls, roadways and parking areas, slab-on-grade floors, and specialty ground improvements; inspection of underpinning, controlled fill placement and testing, and inspection of dewatering (both temporary construction and permanent).

PROJECT NAME: Controlled Inspections and Testing Laboratories LOCATION: Citywide, New York CLIENT: NYC Dept. of Design & Construction CONTACT: Dan Eschenasy, (718) 391-1251 30-30 Thomson Avenue, Long Island City, NY 11101

Tectonic Engineering was awarded a $2 million contract to provide controlled inspections and testing laboratory services at city-owned facilities across the five boroughs for a term of three years with the New York City Department of Design and Construction.

Controlled inspections and associated documentation are conducted for pilings, sub grade, controlled fill, welding, aluminum, laminated wood, cable fittings, smoke test, fire stops, refrigeration systems, fuel burning and storage units, noise control tests, high pressure steam, soil percolation test, curtain and panel walls, shoring, structural stability, masonry, and concrete.

Projects included:

 Washington Heights Health Clinic: Roof Replacement.  Engine Company No. 218, 242, 220, 303  Park Slope Armory Rehabilitation  Jamaica Center for Arts and Learning: Fire Stopping,  Linden Family Residence HS Boiler.  Metro Tech Security  West New Brighton Library: New Entry Stairs and  Harlem School of Arts Ramp.  Central Park Police Station  Rikers Island: Ethanol Fuel Station.  Animal Care and Control Facility  Kenton Hotel: Exterior Upgrade; North Wall  Public Health Laboratory Underpinning.  Brownsville District Health Center  104th Police Precinct.  NY Hall of Science  120th Police Precinct: Façade Restoration.  Morris Park Library  Samaritan Village: Masonry Restoration.  Queens Public Library  Fort Greene Health Center: Exterior and Lobby  Highland Branch Library Rehabilitation.

 Clason’s Point Library  Army Plaza: Rear Addition.

 Williamsburg Health Center: Roof, Lobby Restoration;  American Ballet Theater: 3rd Floor HVAC.

Heating and Plumbing Upgrade.  Wave Hill: Maintenance Alteration and Addition.

 Leonard Covello Senior Center: Ventilation System.  111 Precinct: Roof and Façade Restoration

PROJECT NAME: #16676 Expert Professional Materials Testing and Inspection Services for the World Trade Center LOCATION: Manhattan, New York CLIENT: Port Authority of NY & NJ CONTACT: Joe Marsano, (201) 216-2986 2 Gateway Center, Newark, NJ 07102

Tectonic provided materials testing and inspection services for the World Trade Center on a “call-in” basis during 2009-2013.

The select services are: plant and field quality assurance testing, inspection and sampling associated with Portland cement concrete, and diamond bit core drilling; inspecting and testing Spray-applied Fire Resistive Materials (SFRM) applied on structural members and assemblies; fire stop inspections; structural steel and non- destructive testing; and structural masonry construction inspection. Concrete plants and structural steel shops are located across the US and Canada.

Tectonic was also awarded the contract from Silverstein Properties to provide controlled inspection and testing services for the construction of Tower 4 at 150 Greenwich Street and the Cortlandt Way Superstructure connection at 175 Greenwich Street in Manhattan.

B. Resumes of Key Personnel

As Supervisor of Construction Inspection Services, responsibilities include daily field Years of Experience: 28 reports review and weekly summary compilation of job activities for distribution to Years with Firm: 25 clients, overview of field staff performance and coordination, attendance at project

coordination meetings, updating QA/QC punch lists, documentation of non- Education: conformance of field activities, and provision of direction/assistance to field staff. Other B.S. Geology responsibilities include monitoring of job budgets, proposal preparation and billing Hartwick College reviews. Oneonta, New York

Relevant Project Experience: Licenses/Certifications:

 ASCET Certified NYCDEP Interim Concrete Inspection Program – New York State - As Concrete  Certified NICET Level III – Laboratory Director, responsibilities include: scheduling and supervising of field Highway Construction technicians and lab technicians, review of final inspection reports and Materials Testing & Inspection review/distribution of certified letters of test results. The project includes upgrades to - 1999 various watershed project sites throughout NYS including Croton Filtration Plant, Cat  Certified ACI Grade I – 210 treatment plant, Croton Falls Dam, Kensico Dam, Sodom/Bog Brook Dam, Concrete Field Testing & Reconstruction of (6) Upper Croton Watershed Bridges, Port Jervis WWTP and Gilboa Inspection – 1993, 2001 Dam on the Schoharie Reservoir. (On going Term Contract)  Certification on Nuclear Testing Equipment – 1992 Dormitory Authority State of New York (DASNY), Project Manager - As Project  Troxler Electronics Laboratory Manager, responsibilities include daily field reports review and weekly summary  Certified Welding Inspector compilation of job activities for distribution to clients, overview of field staff 1996 – American Welding performance and coordination, attendance at project coordination meetings, updating Society - Re-Certified -1999 QA/QC punch lists, documentation of non-conformance of field activities, and provision  Certified for OSHA Confined of direction/assistance to field staff. Other responsibilities include monitoring of job Space Entry, 29 CFR budgets, proposal preparation and billing reviews. Performed project coordination and 1910.146-2001 management for all phases of the construction inspection group, including cost  Certified for Tower Climbing proposals, project set up/ coordination and coordination of field personnel for the Safety and Rescue Comtrain- following DASNY projects: 2000  International Code Council · SUNY Pace Judicial Institute Building Addition and Parking Garage, White  Structural Steel & Welding Plains, NY Special Inspector · Mid-Hudson Forensic Psychiatric Center, Goshen, NY  Certified ACI Concrete · SUNY New Paltz Dormitory, New Paltz, NY Construction Special Inspector · Taconic DDSO Wassaic Campus Water System, Wassaic, NY  ICC Certified Spray-on · Middletown Psychiatric Center, Middletown, NY Fireproofing Inspector · Chenango County 911 Communications Upgrades, Chenango County, NY · NKI- Animal Annex Building, Orangeburg, NY Memberships: · OMH- Rockland Children’s Psychiatric Center, Orangeburg, NY  Acting Chapter Director of the · Lehman College New Science Facility, Bronx, NY Hudson Valley Chapter of the · Harlem Hospital New Patient Pavilion, Harlem, NY American Society of Certified Engineering Technicians Bethel Performing Arts Center, Bethel, NY, Assistant Supervisor/ Senior Steel (ASCET) Inspector - As Assistant Supervisor, Assisted with project coordination and management for the construction inspection of this project. As Senior Steel Inspector,  American Welding Society responsibilities included all facets of steel erection including welding and bolting inspection and coordination of steel fabrication shop inspection.

James P. Orcutt Supervisor of Construction Inspection Services Iona College Student Union & Athletic Center, New Rochelle, NY, Assistant Supervisor/ Senior Steel Inspector - As Assistant Supervisor, Assisted with project coordination and management for the construction inspection of this project. As Senior Steel Inspector, responsibilities included all facets of steel erection including welding and bolting inspection.

Baker Engineering, Schoharie/Manorkill Bridge projects and Kensico Dam project NYC Department of Environmental Protection, Assistant Construction Manager/Lab Director - As Assistant Supervisor and Lab Director, responsibilities include project coordination and management for the construction inspection of this project including concrete data entry and review or break results submitted to the NYCDEP.

Legends at Pocantico Hills, Sleepy Hollow, NY, Assistant Supervisor - As Assistant Supervisor, Assisted with project coordination and management for the construction inspection of this project, including review of as-built plans/submittals for certification of water and sewer to the Westchester County Department of Health.

Legends at Manhattan Woods, West Nyack, NY, Assistant Supervisor - As Assistant Supervisor, Assisted with project coordination and management for the construction inspection of this project, including review of as-built plans/submittals for certification of water and sewer to the Rockland County Department of Health.

Home Depot Retail Facility, Oneonta and Catskill, NY, Assistant Supervisor/ Senior Steel Inspector - As Assistant Supervisor, Assisted with project coordination and management for the construction inspection of this project. As Senior Steel Inspector, responsibilities included all facets of steel erection including welding and bolting inspection.

Riverbend Residential Project, Peekskill, NY, Assistant Supervisor - As Assistant Supervisor, Assisted with project coordination and management for the construction inspection of this 2 year housing project.

Monroe College Dormitory, New Rochelle, NY, Assistant Supervisor - As Assistant Supervisor, Assisted with project coordination and management for the construction inspection of this six story reinforced concrete dormitory, including coordination of concrete batch plant inspections.

Lowe’s Home Improvement Warehouse, Newburgh, NY, NYSDOT Road Improvements, Region 8, Assistant Supervisor of Construction Inspection Services - As Assistant Supervisor assisted with the project coordination and management for the construction inspection of this project. Responsible for the review of submittal by contractor to the NYSDOT. Also performed structural steel inspections on-site.

Discovery Cove at Half-moon Bay, Croton-on-Hudson, NY, Assistant Supervisor - As Assistant Supervisor, Assisted with project coordination and management for the construction inspection of this project, including review of as-built plans/submittals for certification of water and sewer to the Westchester County Department of Health.

School Inspections, Various Locations, Senior Steel Inspector - Responsibilities included all facets of steel erection including welding and bolting inspections at the following locations:  Seven Bridges Middle School, Chappaqua, NY  Seeley Place Elementary School, Scarsdale, NY  Garrison Union Free School, Garrison, NY  Chester Union Free School, Chester, NY  Monroe-Woodbury Middle and High School, Central Valley, NY

Sprint/AT&T/Nextel – Various Modular Cell Sites, New York, NY, Construction Inspection Supervisor - Assisted with project coordination and management for the controlled inspections of these projects, including firestopping, fireproofing, structural steel and epoxy anchor installation. Timothy Parker QA/QC Supervisor Summary:

As Senior Construction Inspector responsibilities include inspection of contractor’s Years of Experience: 35 work to verify compliance with design plans and specifications, concrete and asphalt Years with Firm: 15 batch plant inspections to verify mix proportioning, pre-cast fabrication shop inspection

to verify mix proportioning and casting procedures associated with Education: structural/architectural pre-cast concrete member construction, pre-pour inspections of

formwork and reinforcement steel, inspection and field testing of cast-in-place concrete BS Biology for slump, air entrainment, unit weight and temperature and casting test cylinders; Pfeiffer College inspection of foundation subgrade preparations including observation and testing of

controlled fill placement using nuclear density gauge equipment; roadway construction AS Science involving inspection of asphalt paving operations to document asphalt placement Chowan College thicknesses, temperatures and wet densities; installation of underground water/sewer

main utilities including the witnessing of hydrostatic pressure testing of utility pipe and Licenses/Certifications: vacuum testing of manholes; reinforced masonry wall inspections including verification

of both vertical and horizontal reinforcement and sampling of mortar and grout  ACI Concrete Construction components, field and fabrication shop inspections for structural steel to verify both Special Inspector (May 2007) bolted and welded connections related to the erection of structural steel; vibration  American Concrete Institute monitoring of blasting operations using a seismograph to record peak particle Field Testing Tech – Grade 1 velocities and sound levels.  NICET Level II Certification

Transportation Engineering QA/QC Supervisor: Technology/Highway

Construction  Responsible for all aspects of quality control and quality assurance,  Precast Concrete Institute Level compliance to specifications and construction standards and to provide III (January 2007) the direction of field staff, as necessary.  Certified for use of Nuclear  Routinely visit projects (announced and un-announced) to review field Density Gauge Equipment staff, construction activities and the progress of the work. (Troxler Electronic Labs)  Review and document field staff performance.  A-Tech Asphalt Field Insp.  Maintain Senior Construction Inspection responsibilities, on a limited  A-Tech Concrete Field Inspector basis.  A-Tech Soils Field Inspector

 FAA Eastern Lab Procedures Relevant Project Experience:  NYS Asphalt Pavement

Association QA/QC Port Authority of New York - Precast Plant Inspections - As Senior Construction

Inspector performed QA/QC pre-cast plant inspections at various precast plants in NJ and PA for the fabrication of architectural precast panels and barriers for use at several structures in the metropolitan NY area. Observed formwork and reinforcement steel installation for precast members and mix proportioning and batching of concrete. Also conducted concrete testing to record slump, air entrainment, unit weight and temperature. Sampled freshly mixed concrete in 4”X8” molds for laboratory compressive strength testing.

NYCDEP Interim Concrete Inspection Program – New York State - As Construction Inspector, responsibilities include: concrete batch plant inspections; field testing of concrete for slump, air entrainment, temperature and unit weight; sampling of concrete. The project includes upgrades to various watershed sites throughout NYS including the Kensico Dam, Sodom/Bog Brook Dam, Reconstruction of (6) Upper Croton Watershed Bridges, Port Jervis WWTP and the Gilboa Dam on the Schoharie Reservoir. Timothy Parker QA/QC Supervisor Reconstruction of Thruway Interchange 17 (TANY 04-37A) – Senior Inspector: As NICET Certified Senior Inspector provided concrete field and batch plant inspections for the reconstruction of the NYS Thruway Interchange 17 in Newburgh, NY. The project involves the construction of new access ramps along with the new construction of several maintenance building structures (garage building, vehicle storage building, cold storage building and state police building).

Bronx Criminal Courthouse Pre-Cast Plant Inspections – Senior Inspector: - As PCI Level II/Level III certified Senior Inspector, provided QA/QC inspections at the Sun Pre-Cast Company architectural pre-cast fabrication plant in Beaver Springs, PA. Observed the fabrication, testing and handling procedures associated with the production of architectural pre-cast panel members for use at the Bronx Criminal Courthouse facility in the Bronx, NY.

NYSTA Mill & Fill Project (TANY 01-58) – Senior Inspector: As Senior Inspector provided quality assurance through asphalt batch plant inspection for this $3 Million Mill and Inlay project for the NYSTA along the NYS Thruway between MP 49.60 and MP 61.70.

OCDPW Sub-consultant Agreement – Senior Inspector: As NICET Certified Senior Inspector, provided field inspections of sewer main line installations for the OC Sewer District in Monroe, NY as part of our OCDPW sub-consultant contract agreement. Witnessed the installation, backfilling and testing of sewer main line utilities installation. Documented contractors work was being performed in accordance with approved plans. Prepared as-builts of the contractors work.

Ardsley High School Additions/Renovations, Ardsley, NY: As Senior Construction Inspector on this project responsibilities include pre-pour inspections of formwork and reinforcement steel, field testing of cast-in-place concrete, batch plant inspections to verify mix proportioning of structural concrete utilized for foundation & slab construction, masonry inspections including verifying vertical and horizontal reinforcement installation and sampling of mortar & grout components, utilities installation, earthwork inspections including compaction testing of controlled backfill. The project involved the construction of a new 3-story classroom addition and administration building addition.

Mohonk Mountain House Spa & Fitness Center; New Paltz, NY: As Senior Construction Inspector on this project responsibilities included foundation subgrade preparation inspections, pre-pour inspections of reinforcement steel, inspections and field testing of cast-in-concrete for foundations and slabs and inspection and testing of controlled backfill operations for the construction of a new Spa and Fitness Center to the Mohonk Mountain House in New Paltz, NY.

Saint Vladimir’s Seminary; Yonkers, NY: As Senior Construction Inspector responsibilities included inspection of reinforcement steel, field inspection and testing of concrete, water and sewer main utilities installation including witnessing hydrostatic pressure testing of water main and vacuum testing of sewer manholes, site work involving geogrid reinforced retaining wall construction and controlled fill placement for the construction of (2) married student housing complex buildings.

Concrete Batch Plant Inspector for various DEP Watershed Improvements; Westchester County, NY: Duties included particle size distribution and moisture content of materials and review of all batch tickets for compliance to project specifications during the production of Class A concrete utilized for various watershed improvements including: Kensico Dam, Sodom Dam, Middle Branch Dam and Hillview Dam.

The Home Depot, Catskill, NY: Responsible for all facets of construction inspection, including seismic monitoring, subgrade inspections, rebar and concrete testing and sampling, backfilling/density testing, utilities installation and inspector of mesa block retaining walls.

Sarah Lawrence College, Bronxville, NY: Responsible for all facets of construction for a Visual Arts Center and Parking Garage structure, including seismic blast monitoring, subgrade inspections, rebar and concrete testing and sampling, backfilling utilities installation and structural steel inspections.

Structural Engineering A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: Bridge Culvert and Underroad Drainage Pipe Inspections LOCATION: All County Park and Golf Course Areas CLIENT: Bergen County Department of Parks CONTACT: Alan Koenig, (201) 336-7265 One Bergen County Plaza, 5th Floor, Hackensack, NJ 07601

Tectonic is providing field inspections for the Bergen County Department of Parks of all bridge decks, sidewalks, railings, joints, drainage systems, approach roadways, superstructure, bearings, sub-structures, wing walls, along with any other safety related items. Tectonic is responsible for probing all waterway bridges for any visible scour and exposed/undermined sub-structure units, and performing hands-on and close visual inspections of all Fracture Critical Members (FCM) and Fatigue Sensitive Details (FSD) for all non-redundant load path members and fatigue prone details. In total, there are 59 bridges, under- crossings, culverts, and underroad drainage pipes owned and maintained by the County. Upon completion, Tectonic will produce both preliminary and final reports detailing the inspections and recommending reconstruction/repair work in order of priority.

PROJECT NAME: County of Morris Public Safety Training Academy Roof Replacement Project LOCATION: Morris Township NJ CLIENT: Morris Township NJ CONTACT: David Endly, (973) 285-2895 500 W. Hanover Avenue, Parsippany, NJ 07054

Tectonic was awarded a SBS Modified Bitumen Roof Replacement Project for the County of Morris NJ for the Public Safety Training Academy and the Special Enforcement Unit Building in the County of Morris, NJ. Tectonic shall perform field investigation to produce as-built building plans to serve as the base to use for cost and life cycle analysis options for these 2 buildings to offer the County of Morris options on the best solution for these particular buildings. Tectonic will assemble upgrade options with associated costs for review by the County to assure the project will fall within the funded budget for this project.

PROJECT NAME: Replacement of the Palisades Interstate Parkway Helix Ramp to the George Washington Bridge LOCATION: Fort Lee, NJ CLIENT: Judlau Contracting, Inc. CONTACT: Paresh Patel, (718) 554-2624 26-15 Ulmer Street, College Point, NY 11354

The Palisades Interstate Parkway (PIP) Helix is located in Fort Lee, New Jersey and carries 7.4 million vehicles with 10.2 million passengers annually from the southbound roadway of the PIP to the GWB. It is composed of three bridges and two intermediate roadway sections that span the New Jersey approaches to the GWB and local streets.

The $77.5 million infrastructure investment to replace the 70-year-old PIP Helix, is critical to the New Jersey approach to the George Washington Bridge. The helix serves as a critical transportation link for commuters from Northern New Jersey and Rockland County who are bound for New York City.

Tectonic is providing construction engineering services to Judlau in all aspects of the temporary roadway and bridges and support services to construct the new bridges. Our services include:

 Design of the temporary roadway and safety appurtenances  Substructure design for the three temporary bridges  Foundation engineering  Support of excavation  Constructability assessment and coordination  Analysis of existing salt hopper building to support the roadway loads  Review of superstructures and walls prepared by others, as well as coordination  Drainage design for the temporary conditions  Pavement design

PROJECT NAME: Cold-Formed Steel Framed Buildings Hyatt Summerfield Suites LOCATION: South Brunswick NJ CLIENT: Worthington Integrated Building Systems, Inc. CONTACT: Jesse Sherin, (216) 472-8036 3100 East 45th Street, Suite 400, Cleveland, Ohio 44127

Tectonic performed structural design of cold-formed steel framing for a 91,000 square foot, 4-story, 116 room hotel building. The superstructure consists of cold-formed steel joist floor and roof systems, supported by cold-formed steel framed bearing walls, structural steel moment frames and shear walls above the foundation or ground floor.

PROJECT NAME: Cold Formed Steel Framed Buildings LOCATION: Various Locations, NJ CLIENT: Northeast Construction Industries (NCI Steel Framing) CONTACT: Robert Schroeder, (845) 565-1000 735 South Street, Newburgh, NY 12550

Tectonic performed structural design of cold-formed steel framing for several multi-story residential buildings. The superstructure consists of cold-formed steel joist floor and roof systems, supported by cold-formed steel framed bearing walls and shear walls above the foundation or ground floor.

The structures include:

· Rutgers Counseling Center DesIgn of cold-formed steel framed load bearing wall panels

· Bergen Community College Science Wing Addition Design of cold-formed steel framed curtain wall panels

· Sparta High School Additions: Design of cold-formed steel framing. Performed seismic evaluation of suspended ceiling systems

· Cleveland Elementary School Renovations Design of cold-formed steel framed curtain wall panels

PROJECT NAME: 175 Bridge Plaza Building Assessment LOCATION: Fort Lee, NJ CLIENT: SOSH Architects CONTACT: Paul Bellisario, (609) 345-5222 1020 Atlantic Avenue, Atlantic City, NJ 08401

175 Bridge Plaza is a seven-story; 112,000 square foot office building that was partially constructed in 1990. Due to financing problems, the construction work was not completed, and the unenclosed steel frame and other components were left exposed to the elements for several years. Corrosion and other damage therefore occurred.

Tectonic was retained to perform an inspection and condition assessment of the building structure, to prepare a detailed report for the new owner and lender, and to prepare a construction cost estimate for the work involved to restore the structure to an acceptable condition.

Tectonic also performed a comprehensive code review to identify portions of the building that would need to be redesigned to comply with the updated building codes.

PROJECT NAME: Foothill Acres Rehabilitation and Nursing Center LOCATION: Hillsborough, New Jersey CLIENT: C&C Construction Management Inc. CONTACT: Joseph D’Ascenzo, (215) 676-1799 10063 Sandmeyer Lane, Philadelphia, PA

Tectonic performed structural design of cold-formed steel framing for a new 2-story building, with 111 patient rooms and a total floor area of 95,000 sf. The building superstructure consists of prefabricated wood roof trusses and open-web steel joists for the second floor, supported on cold-formed steel framed exterior walls at the first and second floors. Conventional structural steel framing provides support at the building interior, as well as lateral load resistance.

Tectonic designed an economical system of load bearing and non-load bearing exterior walls for the project, including shop drawings for panelized wall construction.

PROJECT NAME: Elant at Healthcare Facilities LOCATION: Wappingers Falls & Goshen, NY CLIENT: Elant, Inc. CONTACT: Scott Montanye, (845) 291-3714 6 Harriman Drive, Goshen, NY 10924

Tectonic performed a structural condition assessment of two (2) existing buildings:

Elant at Wappingers, Wappingers Falls, NY Tectonic conducted an inspection to evaluate a former high school building that was converted to a nursing facility in the mid-1960’s, and determine the severity of the problems that were described by the Client. Tectonic identified several issues that were primarily caused by settlement of the foundation, and prepared a report that identified the observed structural deficiencies, and provided recommendations for remediation.

Elant at Goshen, Goshen, NY Tectonic conducted an inspection to evaluate the condition of the masonry and EIFS facades of the three-story eldercare facility. Tectonic prepared a report that identified the observed deficiencies, and provided recommendations for the necessary repairs.

PROJECT NAME: Concordia College Renovation LOCATION: Bronxville, New York CLIENT: T-Mobile Northeast CONTACT: Aaron Myl, (845) 536-2427 PO Box 52690, Bellevue, Washington 98015

Tectonic performed the design for the renovation of a timber and brick masonry bulkhead structure on the roof of this existing four story building completed in 1910. Responsible for site investigations and probes to determine the existing load path for the building and existing member capacities. In addition, performed design for the renovated bulkhead floor and roof utilizing structural steel with concrete on metal deck. Architectural design services were also provided in order to make the renovation compliant with the state building and energy codes.

PROJECT NAME: Structural Evaluation and Code Compliance Review of DPW Garage LOCATION: Cornwall on Hudson, New York CLIENT: Village of Cornwall on Hudson CONTACT: Joe Gross, (845) 534-6876 325 Hudson Street, Cornwall-on-Hudson, NY 12520

Tectonic was retained by the Village of Cornwall on Hudson to evaluate the architectural and structural building code requirements for this existing structure built in 2006. Additionally, Tectonic was requested to provide as-built drawings of the building as construction drawings were unavailable. The structure is approximately 75’ wide by 184’ long and utilizes timber frame pole barn style construction and long span pre-fabricated wood roof trusses. A portion of the structure is a two-story office space and the majority of the building is a 17’-0” clear high vehicle storage and maintenance area. Site A and probes were performed in order to ascertain interior and exterior dimensions and member sizes of the building’s structural components. Tectonic also provided structural analysis of the existing framing as well as determined code compliance for the architectural features. Tectonic also developed as-built drawings & reports to document all non-conforming items.

PROJECT NAME: Orange County Fire Training Center Structural Investigation and Renovation Design LOCATION: New Hampton, NY CLIENT: Orange County DPW CONTACT: Ron Meyer, (845) 291-2750 2455-2459 Route 17M, Goshen, NY 10924

The existing Orange County Fire Training Center Building is a two-story building with an attic. The structural system is composed of concrete masonry unit (CMU) bearing walls and pre-stressed precast hollow core concrete planks. The precast planks form the floor system for the second and attic floors, while a slab on grade serves the ground floor. Resembling a single family house, it provides a training area for various crews to simulate firefighting in an environment similar to a typical

suburban or rural residential structure. Typically, burns are conducted on the ground or second floors using wood pallets as fuel. This structure is used for live fire training exercises using Class A fires since construction in 1991.

Tectonic performed the annual structural inspection and report for the building in order to maintain compliance with NFPA 1403. In addition, we provided the coring and testing of the precast concrete slabs, slab on grade, and exterior masonry walls in order to determine the load carrying capacity of the structure. As a result of the inspection and materials testing, the capacity of the structural elements was downgraded in order to maintain compliance with the NFPA and New York State Building Code requirements. Subsequently, Tectonic provided design and recommendations to the Training Center for the necessary renovations in order to keep the structure on-line.

PROJECT NAME: Bronx Criminal Court Complex Cracked Slab Investigation LOCATION: Bronx, New York CLIENT: Dormitory Authority of the State of New York (DASNY) CONTACT: Paul LaJoy, (718) 410-3053 515 Broadway, Albany, NY 12207

Tectonic performed a forensic evaluation of the underground parking garage for this newly constructed $300 million building to determine the cause of cracking of elevated floor slabs. Tectonic coordinated the performance of extensive pachometer testing to determine as built location of reinforcing steel in slab, and prepared report documenting results of the investigation detailing results. Findings indicated that cracking was caused due to misplacement of upper steel at depths greater than specified.

The forensic investigation included:

 Project plans, field reports, and specifications.  A site reconnaissance consisting of locating the existing steel reinforcements through the use of conventional concrete floor slabs  Photographic documentation of the distress to the concrete floor slabs  Preparation of a forensic engineering report summarizing our investigation and detailing our findings, conclusions, and recommendations.

PROJECT NAME: Investigations of Failures and Design Repairs Term Contract LOCATION: Various Locations, NJ CLIENT: Metro North Railroad CONTACT: Nick Serano, (212) 499-4496 87 E 42nd Street, New York, NY 10017

Tectonic was awarded a multi-year contract to investigate the causes of premature failures of masonry at six MTA Metro-North Railroad stations from Patterson through Wassaic; provided Metro-North with claims and litigation support, as necessary; design repairs to the masonry at each of the six stations; and provide Metro-North with support services during construction.

The primary goals of the project are to minimize the repair costs and time frame, to maintain continuity of access and operations and to maximize the value of the completed facility by minimizing future maintenance costs. To achieve these goals, the Tectonic team will evaluate and compare alternatives to identify the most technically feasible and cost effective repairs. The subject stations included in this project were newly constructed in the late 1990’s through 2000, and include Patterson, Pawling, Harlem Valley-Wingdale, Dover Plains, Ten Mile River and Wassaic.

Several of the conditions observed are typical at multiple locations and multiple stations, and some may require replacement of significant elements. The primary goals of the project are to minimize the repair costs and time frame to maintain continuity of access and operations and to maximize the values of the completed facility by minimizing future maintenance costs. To achieve these goals, the Tectonic team is evaluating and comparing alternatives to identify the most technically feasible and cost effective repairs.

B. Resumes of Key Personnel

Mr. Gualtieri is responsible for the management, leadership, focus and direction for Years of Experience: 30 the staff to be able to deliver practical solutions and exceptional service. Mr. Gualtieri Years with Firm: 25 is responsible for overall management of the corporate structural division, the telecommunications group in the tri-state area, and holds overall technical Education: responsibility for the corporate facilities group. Additionally Mr. Gualtieri is the corporate market sector director for the energy market sector. Mr. Gualtieri has managed the design of various types of commercial, industrial, institutional, A.A.S. Construction healthcare, water resources, telecommunications, energy, transportation & residential Technology SUNY Alfred, projects, including new construction and modification to existing structures. Additional Alfred, New York responsibilities include client management, proposal preparation, contract negotiations, business development, design supervision of engineering work in the areas of: building design, structural design (steel, concrete, masonry, and timber) B.S. Civil Engineering structural investigations and inspections, tower and foundation design and retrofit. Technology, Rochester Institute of Technology, Relevant Project Experience:

Rochester, New York GSA/IRS-Holtsville, NY – Project Director - Provided guidance and oversight to the field

crew to perform a roof survey for the roof replacement of (5) interconnected buildings totaling 546,000± square feet. Tectonic prepared design details based on review of Licenses/Certifications: existing drawings in coordination with roofing manufacturers and the general contractor. The project involved intricate phasing plans to prohibit the disruption of facility operations Professional Engineer: as well as code and energy measures on this ARRA funded government project.

 New Jersey Elmira Federal Building Rehabilitation, Elmira, NY, Project Director - Provided quality assurance and control on code review, specifications and construction  New York administration related to the rehabilitation of the Federal Building for the City of Elmira,  Pennsylvania NY. The building was originally built in 1902 to serve as a U.S. Post Office and Court  Connecticut House and is listed on the National Register of Historic Places. This 59,492 square

foot building is comprised on steel and masonry construction and is clad with granite ICC Certified Structural Steel & and limestone. Bolting Inspector Cornwall DPW Garage, Cornwall, NY – Project Director – Provided quality assurance Affiliations: and control over the evaluation of architectural and structural building code requirements for this existing structure built in 2005. The structure was built and occupied without Structural Engineers Association construction drawings or a certificate of occupancy. The structure is approximately 75’ of New York wide by 184’ long and utilizes timber frame (pole barn style) construction and long span pre-fabricated wood roof trusses. A portion of the structure is a two-story office space and the majority of the building is a 17’-0” clear high vehicle storage and maintenance area. Site visits and probes were performed in order to ascertain building dimensions and components. Provided the structural analysis of the existing framing as well as determined code compliance for the architectural features.

West Point, NY – Project Director - Provide engineering services for the deployment of Warning System at USA MEDDAC West Point and Keller Army Community Hospital located in West Point, NY. The system will assist and alert personnel in the event of an emergency and allow leadership to rapidly communicate critical information. The project involves installation of speakers on existing buildings and Poles. Additional Poles to achieve complete coverage are also to be installed as required.

Antonio A. Gualtieri, P.E. Senior Vice President Telecommunications Kamco Building Systems, L.L.C, Brooklyn, NY Site, Project Director Structural design of cold-formed shear walls and headers for a six-story apartment building for a six-story apartment in Brooklyn NY.

Kawasaki Rail Car Assembling Facility, Yonkers, NY, Project Director Tectonic prepared design plans and specifications for the design of a 4,000 interior addition. The project involved construction within an existing warehouse, two new concrete access ramps for rail cars and structural modifications to the existing structure.

Guest Supply Office Warehouse, Fayreville, NJ - Responsible for foundation design, structural steel rigid support frame and all connections. Additionally prepared all details for drafting by the architect.

Mand Library and Learning Center, Randall’s Island, NY - Prepared contract plans and specifications for the design of structural steel rigid frame, connection design for the, a one-story, 3000 square foot Library.

Frito-Lay Sales and Distribution Center, Mt. Kisco, NY - Designed a steel structural frame and masonry wall bearing system for a 23,000 square foot facility. Responsibilities included structural steel frame analysis, connection design, preparation of design drawings, specifications for shop drawing review, construction management and contract preparation, processing and payment schedule periodic field inspections, and contract clarification.

Bronx River Bridge, White Plains, NY - Responsible for structural analysis, design and shop drawing preparation for the fabrication of a 30 foot wide shoring system for the, a 30-foot span stone arch bridge.

General Electric Facility, Bakers Falls, NY - Responsible for the design of a 200 foot long, 30 feet wide shoring system for the Tail Race Tunnel Remediation at the facility. Responsibilities included structural analysis, timber design and drawing preparation for construction.

Access Bridge, Newburgh, NY - Responsible for the structural design and construction document preparation for a 17-foot span. Also provided on-site support during construction as needed.

SYDA Foundation Lake Nityanda, S. Fallsburgh, NY - Responsible for design and preparation of construction documents, client contacts, scheduling and cost estimating for the, a 23 foot high 243 foot long, class “A” hazard concrete dam with a storage capacity of less than 1,000 acre feet, along with the design of a 21 foot high 376 foot long double width, curved concrete retaining wall, and a comprehensive design for a 250 foot diameter exterior concrete promenade. The design took into account vehicular loading, water tables, constant freeze/thaw, subgrade interaction, shrinkage and curling. Responsibilities for the design phase included stability analysis to meet New York State Department of Environmental Conservation, "Guidelines for Design of Dams”, concrete design, and preparation of design drawings. Through construction was responsible for shop drawing review field inspection and clarifications.

Lexington Ave. / Radio Circle Intersection, Mount Kisco, NY - Responsible for intersection improvements. Project responsibilities included horizontal and vertical realignment, pavement design capacity analysis, signal design, contract drawings, specification preparation of construction management and field inspection throughout construction.

Union Port Bridge, Bronx, NY - Responsible for the as-inspected load rating analysis and design of the necessary repairs to the four-lane, 80 foot long, two-leaf bascule bridge.

Kings Highway Bridge over NYCTA, Sea Beach Line, Queens, NY - Performed a load rating analysis of the, a four-span concrete arch bridge. Responsible for as-built and as-inspected conditions using AASHTO loads.

Jeffrey B. Kirby, P.E., SECB Director of Special Projects/Project Manager

Summary: Years of Experience: 39 As Manager of Structural Services, his primary responsibilities include the Years with Firm: 27 management of Structural Engineering activities within the company, including supervision of engineering design work in structural steel, concrete, masonry, and Education: timber. He is also responsible for marketing and contract administration.

M. Eng. Civil / Structures As Chief Structural Engineer, he is responsible for the design of various types of Cornell University, Ithaca, NY commercial, industrial, telecommunications, and transportation projects, including new construction and modifications to existing structures, and quality assurance. B.S. Civil Engineering This specifically includes the development of design criteria; detailed design and Cornell University, Ithaca, NY analysis of building framing, the design of mat, pile, and caisson foundations; structural investigations and inspections of buildings and other structures; and the Licenses/Certifications: structural analysis of buildings, towers, and foundations.

Certified in the Practice of He has developed specific expertise in the design and analysis of many types of Structural Engineering communications towers and electrical transmission structures.

Licensed Professional Engineer: Additional responsibilities include code compliance analysis, forensic investigations, design of site improvements and utility distribution systems, construction administration, and municipal project consultation.  New Jersey

 New York  Connecticut Additional responsibilities include code compliance analysis, forensic investigations,  Ohio design of site improvements and utility distribution systems, construction  Pennsylvania administration, and municipal project consultation.  Vermont (Structural)  California (Civil) Relevant Project Experience:

ICC Certified Structural Steel, 175 Bridge Plaza Building Assessment, Fort Lee, NJ – Project Manager - Bolting, and Welding Inspector Supervised the structural investigation, code compliance evaluation, and cost estimating for a seven-story, steel-framed office building/parking garage which had Highlights: been partially constructed and abandoned, leaving the steel frame exposed to the elements for more than 10 years. Professional Societies: Kamco Distribution Facility, Paterson, NJ – Project Manager - Designed  American Society of Civil modifications to an existing warehouse structure and loading dock area. Engineers  Structural Engineering Institute Cold Formed Steel Framed Buildings, Various Locations, NJ - Mr. Kirby  Architectural Engineering performed structural design of cold-formed steel framing for several multi-story Institute residential buildings. The superstructure consists of cold-formed steel joist floor and  American Institute of Steel roof systems, supported by cold-formed steel framed bearing walls and shear walls Construction above the foundation or ground floor.  Structural Engineers The structures include: Association of NY  Cold-Formed Steel Engineers  Rutgers Counseling Center: Design of cold-formed steel framed load Institute bearing wall panels  International Code Council  Bergen Community College Science Wing Addition: Design of cold-formed steel framed curtain wall panels Publications:  Sparta High School Additions: Design of cold-formed steel framing. Performed seismic evaluation of suspended ceiling systems Three (3) technical articles have  Cleveland Elementary School Renovations: Design of cold-formed steel been presented at conferences and framed curtain wall panels published in professional journals.

Jeffrey B. Kirby, P.E., SECB Director of Special Projects/Project Manager Ridge Hill, Yonkers, NY – Project Manager - Supervised the design of cold-formed steel framed curtain wall systems for a new 3-story, 480,000 sf retail center.

Carlyle Parking Garage Renovations, West Caldwell, NJ - Project Manager - Responsible for budgeting, scheduling, contract administration and quality assurance for the project, which involved major structural repairs to a deteriorated steel- framed underground garage.

Foothill Acres Rehabilitation and Nursing Center, Hillsborough, NJ - Project Manager - Supervised the design of load bearing cold-formed steel exterior wall panels for a 2-story, 95,000 sf building.

Camp Siwanoy Dam, Dover, NY - Project Engineer - Performed inspection and design of modifications to an existing concrete dam and spillway. Supervised preparation of construction drawings.

Pinehurst Drive Water & Sewer Upgrade, Harrison, NY – Project Engineer - Designed pile-supported foundations for the replacement of water and sewer lines.

Taintor Gate Fall Protection Systems, New York Power Authority, Gilboa, NY – Project Manager - Supervised the structural design and drawings for various platforms and other fall protection systems for access to the existing dam gates.

Kamco Distribution Facilities, Paterson, NJ and Brooklyn, NY – Project Manager - Designed modifications to an existing warehouse structure and loading dock area, and performed an evaluation of wind damage to a second warehouse building.

Doppler Radar Antenna Installation, Alpine, NJ – Project Manager - Supervised the structural evaluation and analysis of a 110’ self-supporting tower, and the detailed design of a custom mount for a large doppler radar antenna. Provided construction management services.

Holiday Inn Express, Cortland, NY – Project Manager - Supervised the structural and cold-formed steel design for a new four story hotel building.

2300 Frederick Douglass Blvd, New York, NY – Project Manager - Supervised the design and special inspections of cold- formed steel framed curtain walls for a new 12-story hotel and apartment building.

Ulster Retail Center, Kingston, NY – Project Manager - Supervised the structural and foundation design for three (3) new buildings in an existing shopping center.

Hyatt Summerfield Suites, South Brunswick, NJ and Amherst, NY – Project Manager - Supervised the structural and cold- formed steel design for two (2) new 4- to 6-story hotel buildings.

Residential Buildings, Brooklyn, NY – Project Manager - Supervised the cold-formed steel framing design and special inspections for several new 4- to 7-story condo / apartment buildings.

Brush Hollow Inn, Jericho, NY – Project Manager - Designed cold-formed steel framing for a new 5-story hotel building.

230 East 124th Street Condominiums, NY, NY – Project Manager - Designed structural and cold-formed steel framing and a mat foundation for a new 6-story residential building.

1209 Dekalb Ave. Apartments, Brooklyn, NY – Project Manager - Supervised the structural and foundation design for a new 5-story residential building.

NCI Panel Systems, Various locations, NY & NJ – Project Manager - Performed structural design of prefabricated, light gauge metal wall panels for several commercial and residential buildings.

Soundview Senior Housing, Bronx, NY – Project Manager - Designed a steel pipe pile foundation for a new 7-story residential building, as an alternative to the original design.

Dam Rehabilitation & Replacement A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT: Dam Safety Inspections LOCATION: Clinton, NJ; Howell, New Jersey CLIENT: New Jersey Water Supply Authority CONTACT: Marc Brooks, (908) 638-6121 PO Box 5196, Clinton, NJ 08809

Tectonic performed Formal NJDEP Dam Safety Inspections for the NJWSA for the following dams under two separate contracts:

 Round Valley Reservoir Dam – Three 180-ft. high embankments and 2,300 acre reservoir.  Spruce Run Reservoir Dam – A 90-ft. high embankment and 1,200 acre reservoir.  Manasquan Reservoir System Dam and Dikes – A 50- ft. high embankment and 700 acre reservoir.

The inspection reports presented conclusions regarding the dams, foundations, and instrumentations, and offered recommendations for instrumentation monitoring thresholds and data manipulation, along with courses of action and further investigations. The reports also contained descriptions of the facilities, visual observations, photographs, and data plots. The following details the inspections at each location:

Round Valley & Spruce Run Dam

 Detailed evaluation of the instrumentation  Evaluation of anomalous behavior regarding embankment  Evaluation of anomalous behavior regarding karstic foundation performance  Preparation of reports regarding embankments  Preparation of reports regarding karstic foundation performance  Consideration of in-depth review of exhaustive construction grouting records  Data from 34 monitoring wells, piezometers, and flumes  Numerous post-construction engineering analyses and reports

Manasquan Reservoir System

 Detailed visual examinations  Penetration inspection of the outlet conduit  Observation of operation of the low level outlet works  Detailed review of historical data from a large number of survey monuments, inclinometers, piezometers, stress cells, weirs, and rain gauges.

NJDEP ID #: Round Valley NJDEP File No. 24-82 Manasquan Reservoir NJDEP File No. 27-92

PROJECT NAME: Forest Lake Dam LOCATION: Andover, New Jersey CLIENT: Forest Lake Club CONTACT: Dorothy Gorman, (973) 786-5111 PO Box 394, Andover, NJ 07821

Tectonic performed dam breach inundation mapping, geotechnical investigations, hydrologic and hydraulic evaluations, and slope stability analyses and prepared a report presenting alternatives to bring the dam into compliance with NJDEP regulations. The structure is a 26 foot high earth embankment with a concrete drop box spillway and classified as high hazard. The hydrologic analysis was prepared using HEC-HMS, version 3.1. The precipitation model utilized a seventy-two (72) hour probable maximum distribution pursuant to the data and methodology contained within HMR-51/52. The PMF model was utilized for Spillway Design Flood (SDF).

PROJECT NAME: Dixon Pond Dam LOCATION: Boonton, New Jersey CLIENT: J.K. Associates CONTACT: Nancy Johanson, (973) 334-2676 301 Rockaway Valley Road, Boonton, NJ 07005

Dixon’s Pond Dam is located on an unnamed tributary of Stony Brook, which is in turn a tributary to Rockaway River, in Boonton Township, Morris County, New Jersey. The dam forms an impoundment known as Dixon’s Pond.

Tectonic conducted a regular dam safety inspection of the Dixon Pond Dam to bring the dam into compliance with the New Jersey Dam Safety Standards, N.J.A.C. 7:20-1.1 et seq. Tectonic prepared recommendations for maintenance and repairs to the 11-ft. high masonry dam with upstream concrete walls and embankments.

The inspections involved detailed visual examinations, completion of a visual inspection checklist, and detailed review of historical data from a large number of survey monuments, telltales, inclinometers, piezometers, relief wells, flumes, weirs and rain gauges. Each inspection report contained descriptions of the project, visual observations, discussion of the instrumentation data, conclusions, recommendations, photographs, and data plots.

In addition, Tectonic also prepared an Operation and Maintenance (O&M) Manual in accordance with Section 7:20-1.11 “Dam Operating Requirements and Inspections: New and Existing Dams” of the New Jersey Dam Safety Standards. The O&M Manual provided a mechanism by which routine maintenance items could be performed to avert long-term degradation of the masonry non-overtopping sections and spillway.

PROJECT NAME: Keller Dam LOCATION: Montague, New Jersey CLIENT: Fountain House of New Jersey CONTACT: Eldad Shepen, (212) 582-0340 425 West 47th Street, New York, NY10036

Bid and construction phase services for remediation of a 20-foot high earth embankment with a new spillway, articulated concrete block overlay for additional discharge capacity, and low-level outlet siphon. The project included review of design drawings and specifications; bid procurement; updated construction cost estimate; value engineering; construction administration; resident inspection; and materials testing. The value engineering reduced the project cost by 13%.

PROJECT NAME: Professional Engineering Services for Regular Dam Inspection Services, Darlington, Campgaw Mountain, & McMillon Lake Dams LOCATION: Bergen County, NJ CLIENT: Bergen County Department of Parks and Recreation CONTACT: Alan Koenig, (201) 336-6800 1 Bergen County Plaza, Hackensack, NJ07601

The NJDEP Dam Safety required that the Bergen County, Department of Parks and Recreation perform Regular Inspections of County dams. Tectonic was selected to perform inspections and present to the County reports based upon visual inspections made by a licensed New Jersey professional engineer. Tectonic based the dam inspection reports on "Guidelines for Inspection of Existing Dams" dated January 2008, and the provisions of the Safe Dam Act, N.J.S.A. 58:4-1 et seq. and the Dam Safety Standards N.J.A.C. 7:20-1 et seq. as adopted in May 2005.

For Class II dams, Tectonic verified all addresses, email, and phone numbers contained in the Emergency Action Plan were valid and current. Each report contained clear, color photographs with each photograph indicating the date it was taken, the State dam reference number, and the photograph location. The visual inspection checklist, provided by the NJDEP Dam Safety Section, for each dam inspected, was completed, and accompanied all inspection reports. Tectonic had addressed any concerns or comments from the Dam Safety Division related to previous reports and documents submitted.

Tectonic performed Regular Inspections for the Bergen County Department of Parks and Recreation for the following dams:

 Darlington Lake Dam – Earth Dam, 19 feet high, 470 feet long, Class II – Significant Hazard Potential

 Campgaw Mountain Lake Dam – Earth Dam with cable tied concrete overtopping protection, 21 feet high, 350 feet long, Class III – Low Hazard Potential

 McMillan Reservoir Dam – Earth Dam with stone masonry overtopping protection, 21 feet high, 265 feet long, Class III – Low Hazard Potential

The inspections involved detailed visual examinations, completion of a visual inspections checklist and review of historical data and review of Emergency Action Plans and Operation and Maintenance Manuals. Each inspection report contained descriptions of the project, visual observations, discussion of the findings, data, conclusions, recommendations and photographs.

PROJECT NAME: Bayberry Street Dam LOCATION: Pemberton, New Jersey CLIENT: Township of Pemberton, New Jersey CONTACT: Christopher Vaz, (609) 894-3303 500 Pemberton-Browns Mills Road, Pemberton, NJ 08068

Tectonic performed a geotechnical investigation and slope stability analysis to evaluate the current conditions of the dam embankments and underlying soils, evaluated the damage resulting from overtopping of the dam during a major storm event, and provided geotechnical recommendations and design parameters to aid in the preparation of engineering design plans for remediation of the damage.

PROJECT NAME: Upper, Middle and Lower Warwick Reservoir Dams LOCATION: Warwick, NY CLIENT: Village of Warwick, NY CONTACT: Michael Newhard, (845) 986-6884 77 Main Street, Warwick, NY 10990

Tectonic was retained by the Village of Warwick on several occasions over the course of ten years to provide the following engineering services for the Village’s three water supply reservoirs and dams.  Engineering Assessment for Upper and Lower Reservoir Dams: 2013  Dam Breach Analyses for Upper and Middle Reservoir Dams: 2013  Design of repair of leaking water supply main beneath Lower Reservoir dam embankment: 2012  Design of repairs to the Upper Reservoir dam and spillway damaged by a tropical storm: 2011-2012  Preparation of Inspection & Maintenance Plans for all three dams: 2010-2011  Performance of Safety Inspections for all three dams: 2010-2011  Preparation of Emergency Action Plan for the Lower Reservoir dam: 2003; update of EAP 2011  Design and permitting for rehabilitation of Lower Reservoir dam and spillway: 2003  Design and permitting for dredging of the Lower and Middle Reservoirs: 2003  Inspection of the construction for the Lower Reservoir dam rehabilitation and dredging projects: 2003-2004

PROJECT NAME: Engineering Assessments of Two County Owned Dams LOCATION: Toasperns Lake Dam – Town of Highland Sunset Lake Dam – Town of Liberty CLIENT: Sullivan County Department of Public Works CONTACT: Edward P. McAndrew, P.E., (845) 807-0261 100 North Street, Monticello, NY 12701

Toasperns Lake Dam and Sunset Lake Dam are both owned and operated by Sullivan County. Toasperns Lake Dam is a Class C (High Hazard) combination earthen and concrete dam. Sunset Lake Dam is a Class A (Low Hazard) earthen and masonry stone dam. Tectonic prepared an Engineering Assessment (EA) and an Inspection and Maintenance Plan (IMP) for each of the dams and an Emergency Action Plan (EAP) for the Toasperns Lake Dam and its four mile downstream reach.

The EA for both dams included a review of the available records for the dams, visual inspection, Hazard Classification evaluation, hydrologic analysis to evaluate the spillway capacity and stability and seepage analyses. Because of its Class C designation, Toasperns Pond Dam included a geotechnical subsurface investigation to complete more detailed stability and seepage analyses. A Hazard Classification Review was performed for Sunset Lake Dam by selecting representative downstream cross-sections at critical infrastructure and computing the water surface elevations resulting from a breach using HEC-HMS.

The IMP for each dam included a schedule and detailed descriptions of all procedures governing the operation, monitoring and inspection of the dams. A drawdown analysis was performed to provide guidance on reducing the storage of the impoundment under emergency and non-emergency conditions. The plan also addressed operator training procedure and frequency.

The EAP for Toasperns Lake Dam included procedures for the notification of an emergency, inundation maps depicting the potential inundation area, procedures for implementing the EAP, and procedures for updating the EAP. Hydrologic, hydraulic, and breach modeling of the 19 square mile watershed, reservoir, dam, and spillway was performed using HMR- 52 and HEC-HMS. The spillway design flood (SDF) magnitude for the dam was 50% of the Probable Maximum Flood (PMF). Downstream routing of the flood wave during the normal pool breach, SDF breach, and SDF conditions was performed with HEC-RAS and incorporated data from the most recent FEMA FIS provided by the NYSDEC. An inundation map of the downstream reach was plotted on topographic mapping and State Plane orthoimagery, with impacted structures identified and the peak wave arrival time at key points tabulated.

PROJECT NAME: Glenmere Lake Dam Engineering Assessment, Rehabilitation, and Emergency Action Plan LOCATION: Florida, New York CLIENT: Orange County Department of Public Works CONTACT: Christopher R. Viebrock, (845) 291-2780 2455-2459 Route 17M, Goshen, NY 10924

Glenmere Lake Dam, a large, high hazard dam, impounds a water supply reservoir having a surface area of 328 acres and a drainage area of 2.4 square miles. The dam is approximately 600-feet long and consists of primarily an earth embankment with a maximum height of 24-feet, partly supported by masonry stone and reinforced concrete walls. The crest of the dam serves as a two lane paved County roadway. Glenmere Lake is the largest known population of the state endangered, Northern Cricket Frog (NCF) (Acris crepitans) in New York State. Tectonic has been providing professional services to the County at this site for 22 years, on this on-going project since 2009, and will continue to work with OCDPW on Glenmere Dam until 2015. Tectonic prepared an Emergency Action and Inspection and Maintenance Plans, as well as performed Engineering Assessments of the dam that included the following:

 Hydrologic and hydraulic analyses  Dam breach analyses  Inundation mapping and hazard class evaluation  Incremental Damage Assessments  Subsurface investigation  Topographic and bathymetric surveys  Stability and seepage analyses  Spillway capacity evaluation

The spillway capacity and dam stability were found to be deficient. Tectonic performed additional studies including an evaluation of raising the dam embankment and enlarging the spillway to increase storage capacity and spillway capacity and prevent overtopping. Tectonic prepared conceptual design plans and cost estimates to complete the necessary improvements and modifications that included modifying the alignment of the dam to reduce the length of the dam by more than 50 percent, installing of a toe drain to control seepage, and replacement of the existing spillway. The relocation and shortening of the dam was a unique approach that eliminated the need for costly environmental remediation, reduced impacts to the cricket frog population and allowed construction to proceed without lowering the reservoir which would have drastically impacted the water supply and endangered species.

Tectonic is currently designing the improvements required to bring the dam into compliance with NYSDEC dam safety regulations. The services include the following:

 Subsurface and CCTV investigations

 Embankment, roadway, structural, utility, shoring, and erosion control design

 Threatened and endangered (T&E) species assessments, taking permits, and construction management plans (Article 11)

 Wetland and watercourse investigation/delineation/permits: NYSDEC (Article 15/24) and USACE nationwide

 Historic preservation and cultural resource management (Phases 1,2, and 3) for a civil-war era mill

 Stormwater Pollution Prevention Planning

 Construction and bid documents

 Construction administration

 Construction inspection and materials testing

 Construction monitoring (species, cultural resource)

B. Resumes of Key Personnel

Land Planning | Transportation | Water Resources | Institutions/Healthcare/Education | Telecommunications | Energy | Municipal Thomas J. Critelli, P.E. Executive Vice President and Director of Dam Engineering Services Summary: As Executive Vice President, responsible for oversight of all Corporate operations as Years of Experience: 43 well as oversight of engineering and related technical departments including: civil, Years with Firm: 26 structural, geotechnical and environmental engineering, survey, construction inspection and materials testing. Responsibilities include business development, Education: strategic planning, fiscal planning and overall technical direction. As Director of Dam Engineering Services, responsible for oversight and technical guidance and review of B.S. Civil Engineering, Stevens all services related to dams including safety inspections, engineering assessments Institute of Technology - Hoboken, (EA), inspection and maintenance plans(IMP), emergency action plans (EAP), design New Jersey of new dams, repair of existing dams, and related construction management and inspection. Licenses: Also served as Chief Engineer and provided direct supervision and technical direction Professional Engineer: of Project Managers for the Civil and Geotechnical Engineering Design and Construction projects.  Connecticut # PEN.0026546  New Jersey # GE02474900 Relevant Project Experience:  New York # 071384  Pennsylvania # PE030290E Bayberry Street Dam, Pemberton, NJ, Township of Pemberton, NJ, Project  Texas # 118209 Manager - Performed an inspection of the dam and was responsible for the oversight of a geotechnical investigation and slope stability analysis to evaluate the current Certifications: condition of dam embankments that were damaged from overtopping during a tropical storm event. Prepared a report that provided recommendations and design RAM - W parameters to aid in the preparation of design documents to remediate the damage. VAM – CF The dam is a roadway covered earth embankment that separates two lakes. Manasquan Reservoir System, Howell, NJ, New Jersey Water Supply Authority, Other Professional Qualifications: Project Manager - Performed a formal dam safety inspection of the Manasquan Reservoir System dam, dikes, and appurtenant structures to meet NJDEP dam safety Federal Energy Regulatory regulations. The Manasquan Reservoir is a 770-acre pumped storage reservoir. The Commission (FERC) Seminar on main dam and dike have a total length of 4,840-feet and a maximum height of 53-feet. Dam Safety Performance The inspection involved detailed visual examinations, a penetration inspection of the Monitoring and Potential Failure outlet conduit, observation of operation of the low level outlet works, completion of a Mode Anlaysis Training visual inspection checklist, and detailed review of historical data from a large number of survey monuments, inclinometers, piezometers, stress cells, weirs and rain gauges. Professional Societies: The inspection report contained descriptions of the facilities, visual observations, a discussion of the instrumentation data, conclusions, recommendations, photographs Association of State Dam Safety and data plots. Officials Spruce Run and Round Valley Dams, Clinton, NJ, New Jersey Water Supply American Society of Civil Engineers Authority, Project Director - Performed a quality assurance review of formal

inspections performed by Tectonic for three 180-ft. high embankments at Round National Council of Examiners for Valley Reservoir and the 90-ft. high Spruce Run Dam supplying water to central New Engineering & Surveying Jersey. The inspections were performed in accordance with the requirements of the NJDEP Bureau of Dam Safety. This project also involved detailed evaluation of Spruce Run Dam instrumentation, evaluation of anomalous behavior and report regarding the embankment and karstic foundation.

Green Street Detention Basin, Woodbridge, NJ, Township. of Woodbridge NJ, Project Director - Performed technical review of the Regular Inspection report prepared to a small dam constructed to create a large basin for stormwater management. Darlington Lake, Campgaw Mountain, & McMillian Reservoir Dams, Bergen County, NJ, Bergen County Parks Dept., Project Manager - Inspected several county owned dams to identify conditions that could adversely affect the safety and operation of the dams and appurtenant spillway and outlet works structures. Prepared inspection reports describing the conditions and the extent of deterioration to assist the County with long term planning, maintenance and remedial repairs. The dams Thomas J. Critelli, P.E. Executive Vice President and Director of Dam Engineering Services included Darlington Lakes Dam, Campgaw Mountain Ski Area Dam, and McMillian Reservoir Dam.

Lower Reservoir Dam, Warwick, NY, Village of Warwick NY, Director of Engineering - Managed staff in the performance of safety inspection and preparation of report for an earth dam in accordance with New York State Department of Conservation guidelines. Additionally, oversaw the preparation and submission of joint NYSDEC/ACOE Dredging Permit Application for the dredging 13,000 cubic yards of sediment from the reservoirs. Also provided general oversight and review for preparation of construction documents and NYSDEC permits for replacement of the spillway, stabilization of the downstream slopes, improvements to the internal drainage system and construction of retaining walls containing the spillway discharge.

Investigative Study of Springborn Dam, Enfield, Connecticut, Connecticut Department of Environmental Protection, Director of Engineering – Responsible for supervising geotechnical and environmental engineering staff with evaluating the environmental and hydrological impacts associated with the proposal breaching and removal of an old industrial waterpower dam. A report was prepared providing recommendations for the removal of the contaminated sediment behind the dam, as well as addressing the potential structural and environmental impacts removal of the dam may have on the downstream river channel, bridges, and water supply wells. Somersville Pond Dam Improvements, Somers, Connecticut, Connecticut Department of Environmental Protection, Director of Engineering – Supervised Geotechnical engineering staff with earthwork and scour related aspects of emergency repairs to the dam following a major storm event in the fall of 2005. Ledge Pond Dam, Pawling, NY, Pawling Properties Associates, Project Manager - Supervised the evaluation of subsurface conditions, stability analysis of dam, design of auxiliary spillways, and preparation of design drawings. Prepared and submitted NYS Dept. of Environmental Conservation Permit applications for the dam and prepared specifications. The project consisted of the enlargement of an existing pond from 6 acres to 12 acres, excavations up to 30 feet in depth and fill placements to about 40 feet in height. The dam embankment is roughly 685 feet long and was constructed as a zoned embankment with a central impervious core flanked by semi-pervious shells on both the upstream and the downstream slopes. Constructed under the administration, inspection and testing of Tectonic. Brady Pond Dam, Pawling, NY, Queen of the River Consultants, Project Director - Responsible for oversight and review of the preparation of permit and construction documents for the construction on a new low hazard dam to expand an existing pond and replace a smaller dam. The pond was enlarged from 3 acres to 12 acres and two new earthen dams and a primary and emergency spillway were constructed. The main dam is approximately 530 feet long and up to 36 feet high. Also prepared an Emergency Action Plan (EAP) and an Inspection and Maintenance Plan (IMP). Upper Candor Dam, Candor, NY, Town of Candor, NY, Project Manager – Managed the performance of a geotechnical and structural engineering assessment of the Upper Candor Dam following a major flood event associated with a tropical storm. Evaluated the condition of dam, determined required remediation and presented recommendations for repair options and associated cost estimates. Damage included an increase in seepage through and beneath the dam and scour, displacement and undermining of stone armoring in the spillway plunge pool. The dam is a low hazard run-of the river structure approximately 250 long and seven feet high consisting of a pile supported concrete spillway covering an old timber crib embankment. Assisted the Town with coordination and interaction with FEMA as required to receive funding for repair and mitigation.

Upper, Middle and Lower Warwick Reservoir Dams, Warwick, NY, Village of Warwick, NY, Project Director - Responsible for the inspection and evaluation of the Village’s three reservoir dams and appurtenant structures following flooding associated with Tropical Storm Irene. Provided consultation and documentation for Emergency Authorization by the NYSDEC and the obligation of funding by FEMA for the various required repair projects. These projects included repairs to a severely eroded area of the Upper Reservoir dam crest and downstream embankment following overtopping, undermining and collapse of the Upper Reservoir Dam spillway, damage to the Upper Reservoir intake sedimentation basin, control piping, and debris buildup in the Middle and Upper Reservoirs. Prepared construction and permit documents and provided inspection oversight during construction. Toasperns Lake Dam, Highland, NY and Sunset Lake Dam, Liberty, NY, Sullivan County DPW, Project Director - Supervised the preparation of an Engineering Assessment (EA) and an Inspection and Maintenance Plan (IMP) for Toasperns Lake Dam (a High Hazard combination earthen and concrete dam) , and Sunset Lake Dam (a Low Hazard earthen and masonry stone dam), and an Emergency Action Plan (EAP) for the Toasperns Lake Dam and its four mile downstream reach. The EA for both dams included hydrologic analysis to evaluate spillway capacity and stability analyses of the earth embankments, masonry and concrete dams and spillways. Toasperns Dam included a geotechnical investigation to complete more detailed stability and seepage analyses.

Lower and Upper Reservoir Dams, and Foundry Brook Dam, Cold Spring, NY, Village of Cold Spring NY, Project Director - Responsible for oversight and review of the preparation of Engineering Assessments (EA), Safety Inspection Reports (IR), Inspection and Maintenance Plans (IMP) and Emergency Action Plans (EAP) for the Lower and Upper Cold Spring Reservoir Dams (22 feet high masonry stone high hazard dams) and the Foundry Brook Reservoir Dam (25 feet high concrete Thomas J. Critelli, P.E. Executive Vice President and Director of Dam Engineering Services gravity low hazard dam). The Hazard Classification for each dam was also evaluated and updated. A Capital Plan for the Village’s’ reservoir facilities was prepared and included budget recommendations for on-going operating expenses, a 5-year Capital Improvement Plan, and a 10 and 20-year long range Capital Needs Assessment.

182nd Street Dam Inspection, Bronx, NY, NYC Dept. of Parks & Recreation, Project Manager - Responsible for oversight and review of the structural inspection of the dam cap, the east abutment and the east retaining wall and a geotechnical investigation and stability analysis for the east retaining wall of the circa 19th century stone masonry dam. Prepared a report presenting a summary of the observed conditions, the results of the investigation and analysis and recommendations for remediation of the structures and mitigation of erosion and undermining.

Glenmere Lake Dam, Warwick/Chester, NY, Orange County DPW, Project Manager - Managed condition survey, subsurface investigations, hydrologic and hydraulic analysis, geotechnical analysis, development of design alternatives and cost estimates. The project consisted of a study to evaluate the adequacy of the existing spillway, assessment of seepage through earth embankments and development of design concepts for dam rehabilitation to achieve adequate spillway capacity and control embankment seepage. The Glenmere Dam, which has not yet gone to construction, is 600 feet long, 24 feet high and includes a 328-acre lake. (2009) Also provided oversight for the preparation of an Inspection and Maintenance Plan (IMP) and an Emergency Action Plan (EAP).

(Confidential) Dam and Reservoir Vulnerability Assessment, Blast Analysis and Stability Analysis, (Confidential) Location, Denver Water, Assistant Project Manager - Performed a technical review of a vulnerability assessment report prepared for a 231 foot high concrete dam and its related facilities, including the control house, power plant, tunnel intake, headquarters building, and general reservoir access. The report included the findings of a risk assessment performed using RAM-D methodology and presented the results of a blast analysis of the dam crest and recommendations for security improvements. Also responsible for oversight and review of a slope stability analysis for a study to increase the height of the dam.

Lake Sebago Dam, Sloatsburg, NY, NYS Office of Parks, Recreation and Historic Preservation, Project Director - Responsible for general oversight of a study for the design of improvements to a high-hazard dam located in Harriman State Park. The services provided included geotechnical investigations, hydraulic evaluations, gravity and slope stability analyses, a structural evaluation of a highway bridge crossing the spillway and preparation of remediation alternatives for a 40-foot high concrete spillway and embankment as required, to increase discharge capacity and prevent overtopping of the dam. Camp Siwanoy Lake Dam, Dover, NY, Queen of the River Fish Co., Director of Engineering - Managed staff in the performance of a dam safety inspection, hydrologic and hydraulic analyses and development of alternate spillway improvement designs. The dam is a 22 feet high, 250 foot long earth embankment. The existing spillway system consists of a 45-foot long concrete weir service spillway and a 75-foot wide grass-lined channel auxiliary spillway. Alternates proposed for preventing overtopping of the dam during a design flood indicated increasing the length of the service spillway, increasing the height of the earth dam and lowering of the auxiliary spillway crest. Subsequently design drawings, specifications, permit documents and an Emergency Action Plan (EAP) were prepared under my supervision for repairing the concrete spillway structure and raising the height of the dam. Wilson Avenue Culvert, Newark, NJ, Urbitran, Chief Engineer - Responsible for oversight and review of engineering services for a project consisting of the hydraulic design of a half-mile long tidally-influenced 4’x8’ concrete box culvert through an industrial portion of the City of Newark and discharging to Newark Bay. Regulatory work consisted of NJDEP Waterfront Development Permits, Tidelands Permits, US Army Corps Water Quality, US Army Corps NWP 7, Hudson/Essex/Passaic Soil Conservation District, and NJDEP Stormwater Management Rules compliance. Green Street Detention Basin, Woodbridge, NJ, Township. of Woodbridge NJ, Project Director - Performed technical review of the Regular Inspection report prepared to a small dam constructed to create a large basin for stormwater management.

Salerno Karst Evaluation, Green Township, NJ, Director of Engineering - Provided oversight and review for a Phase I karst evaluation for a proposed commercial building. The evaluation consisted of the review of geologic data, aerial photographs and the projects plans and the performance of a site reconnaissance to identify the potential for karst related hazards at the site. Prepared report documenting that karst conditions were not identified and that further investigation was unwarranted.

United Parcel Service Facility, Mahwah, NJ, UPS, Project Manager - Supervised subsurface investigation, and laboratory testing programs. Prepared analysis related to foundation design and report detailing criteria for spread footing design, underpinning, sheeting and rock excavation. Designed a permanent under-slab drainage system for a new basement cut in bedrock several feet below the existing facility’s floor levels. Reviewed shop drawings and inspected construction of concrete Thomas J. Critelli, P.E. Executive Vice President and Director of Dam Engineering Services pier underpinning with permanent tie-back rock anchors and a temporary excavation retention system consisting of H-piles and wood lagging with tie-back rock anchors. The project involved a 15 foot deep, 30,000 square foot basement addition, a 700,000 gallon, 55 foot diameter chilled water storage tank and several cooling towers.

Central Park at Ramsey Residential Development, Ramsey, NJ, Central Park Ramsey Associates, LLC, Project Manager - Directed staff in the performance of a subsurface investigation consisting of 10 borings for a 3-story residential building having a footprint of 16,000 square feet. Prepared report presenting recommendations for building foundation design for timber piles and an alternate requiring removal of up to 12 feet of unsuitable fill below the groundwater level. Assisted contractor with design of a dewatering system and directed staff performing earthwork and testing during construction.

Residential Subdivision, Andover, NJ, PCD Construction, Director of Engineering - Supervised the performance of a Phase I and Phase II Karst investigation for a 97 acre residential development. The Phase I investigation consisted of a site reconnaissance to identify the presence of Karst bedrock conditions. The Phase II investigation consisted of the performance of test borings to identify whether subsurface voids were present within critical site areas and to provide general recommendations for site development and foundation design. Prepared a report presenting the results of the investigations and engineering analyses along with recommendations for building foundation construction, utility installation and subsurface sewage disposal bed construction to minimize the potential for sinkhole development where subsurface solution cavities were found.

Mark A. Lukasik, P.E. Vice President, Manager of Civil Engineering / Hydrology & Hydraulics

Summary: Years of Experience: 20 As the Manager of the Firm’s Civil Department, responsibilities include overseeing the Years with Firm: 13 preparation, coordination, management and presentation of capital designs, municipal services, site plans and subdivisions for State, County, Municipal, commercial and Education: residential land development clients, and water resource projects. Other responsibilities include managing and supervising project managers and staff level B.S., Civil and Environmental engineers, providing resident engineering services for local municipalities (entailing the Engineering design of public roadways and facilities, review of site and subdivision plans, site Rutgers University, New Jersey inspections, state environmental quality review (SEQR) evaluation, Stormwater Pollution Prevention Plan (SWPPP) review, determination of compliance with the Licenses/Certifications: zoning regulations). Civil design experience also includes the preparation of site and subdivision development plans for municipal review, hydraulic studies (streams, NJSME Certified Municipal Engineer culverts, piping systems, and dams), capital design and contract document preparation, environmental permitting, and construction administration. Professional Engineer: · New Jersey (# GE Relevant Project Experience: 044240) · New York (# 082580) Forest Lake Dam, Andover, NJ; Forest Lake Club, Project Manager - Manager for hydrologic and hydraulic analyses updates for a 0.4 square mile watershed above a Class I high hazard gravity dam to support the facility’s emergency action plan. Highlights: Components included PMF analysis, HEC-HMS model of the watershed, dam break analysis, downstream routing of the breach flows, inundation mapping updates, and a 15 years of experience in the design report. of residential, commercial and industrial site / civil projects Toasperns Dam, Emergency Action Plan, Sullivan County, Project Manager - This project was the preparation of an Emergency Action Plan and Engineers 11 years of experience in municipal Assessment, a hydrologic and hydraulic analysis was performed for Toasperns Dam, a engineering Class C dam in Sullivan County NY. The hydrologic conditions of the contributing watershed were determined and incorporated into a hydrologic model using HEC- President, 2009-2010 HMS. The hydrologic model was used to determine peak flows to the dam at the Orange Sullivan Chapter, National Society of Professional Engineers designing storm event and was used to do a breach analysis. A hydraulic analysis of the downstream area using HEC-RAS was performed using an unsteady analysis. The Engineer of Record, 2004 hydraulic results downstream of the dam for the breach conditions and non-breach Zoning Board of Adjustment Borough conditions were analyzed to determine the evacuation necessary in an emergency. of Highlands, Monmouth County, NJ This was provided in a report with associated exhibits.

Red Creek Dam EAP/IMP/EA, Red Creek, NY, Project Manager - In accordance with NYSDEC regulations for this Class C High Hazard Dam, Tectonic is preparing an EAP that addresses the Red Creek Dam. The EAP will be prepared for use in the event of a developing dam failure or other uncontrolled release of stored water. The EAP will include procedures for the notification of an emergency, inundation maps depicting the potential inundation area, procedures for implementing all other aspects of the EAP and procedures for updating the plan.

Camp Siwanoy Lake Dam, Dover, New York, Project Manager - Oversaw the performance of flood inundation mapping as part of the facilities Emergency Action Plan update. Mapping was based on hydrology and hydraulics previously prepared by Tectonic for this project under a prior authorization, extended 2.2 miles, and was overlaid on both aerial imagery and USGS mapping.

Mark A. Lukasik, P.E. Vice President, Manager of Civil Engineering / Hydrology & Hydraulics Assessment and Capital Planning for 3 Reservoir Dams, Cold Spring, NY, Village of Cold Spring – Responsibilities included the oversight of the preparation of Engineering Assessments, Inspection and Maintenance Plans and Emergency Action Plans for the Lower Cold Spring Reservoir Dam, the Upper Cold Spring Reservoir Dam, and the Foundry Brook Reservoir Dam. Also prepared a Capital Improvement Plan that included development of criteria for prioritizing actions/potential projects; ranking of projects according to priority; and preparing conceptual forecasts of expenses associated with the identified projects.

Emergency Action Plan for the Blind Brook Dam, Purchase NY, Project Manager – Responsible for the oversight of the performance of a hydrologic and hydraulic analysis of the Bind Brook Dam’s drainage area, the Dam, and the area downstream of the Dam in an effort to prepare inundation maps of the area in the event of dam failure. A HEC-HMS hydrologic model was also prepared.

Glenmere Dam Modification, Orange County DPW, NY, Project Manager - Glenmere Dam, a large, high hazard dam, impounds a lake having a surface area of 328 acres and a drainage area of 2.4 square miles. The existing dam is approximately 600-feet long and consists of primarily an earth embankment with a maximum height of 24-feet, partly supported by masonry stone and reinforced concrete walls. The crest of the dam serves as a two lane paved roadway. Tectonic performed hydraulic and hydrologic analyses of the existing spillway to evaluate its capacity to pass the half-PMF design storm. Additional studies included an evaluation of raising the dam embankment and enlarging the spillway to increase storage capacity and spillway capacity and prevent overtopping. Tectonic prepared conceptual design plans and cost estimates to complete improvements and modifications to the dam that included placement of stabilization fill on the downstream slope and side of the masonry wall section of the dam, installation of a toe drain to control seepage, and replacement of the spillway.

Vogt’s Dam, Pawling, NY, Project Manager - Tectonic has been awarded a contract with the Pawling Lake Estate Property Owners Association to provide inspection and engineering assessment of the dam. Tectonic will perform hydrologic and hydraulic analysis and an evaluation of hazard classification to resolve whether the dam is a high or intermediate hazard dam. Tectonic will determine spillway capacity and overtopping potential of the dam and perform a stability analyses under normal pool, flood pool and earthquake stress conditions. Tectonic will also prepare an Inspection and Maintenance Plan, as well as an Emergency Action Plan including a dam break analysis and inundation mapping.

Emergency Action and Inspection & Maintenance Plan for Kiyiwana Farm Dam, East Fishkill, NY, Project Manager - An Inspection & Maintenance Plan (IMP) and an Emergency Action Plan (EAP) were prepared in conformance with NYSDEC technical guidance publications for a Class B dam. The IMP included detailed descriptions of the procedures and schedules governing the operation, monitoring, and inspection of the dam. The EAP included coordination with the municipality and the county, procedures for the notification of an emergency, inundation maps depicting the potential inundation area, procedures for implementing the EAP, and procedures for updating the EAP. Hydrologic, hydraulic, and breach modeling of the 275 acres watershed, reservoir, dam, spillway, and was performed using HEC-HMS. An inundation map of the one mile downstream reach was plotted on County 5-foot topographic mapping and State Plane orthoimagery, with impacted structures identified and the peak wave arrival time at key points tabulated.

Lake Sebago & Lake Kanawauke Dams, Ramapo, NY; Palisades Interstate Park Commission, Project Manager - Manager for hydrologic and hydraulic analyses of a ten square mile watershed above a Class C high hazard gravity dam to support the design of a 40-foot high concrete spillway and embankment to increase discharge capacity. Components included PMP analysis by HMR-52, HEC-HMS model of the watershed (including twelve subareas to upstream lakes and three upstream dams), and a report.

Colts Estate Dam EAP & IMP, Garrison, NY, Project Manager – Project consisted of the preparation of an EAP and I&MP for existing 127-ft long, 20-ft high Class B dam impounding a maximum 25-acre feet at the crest of Cloudbank Road in Garrison, Putnam County, NY.

Mark Stier, P.E. Senior Vice President Summary:

As Senior Vice President of Geotechnical and Construction Inspection Services, Years of Experience: 30 provides technical direction and supervision for geotechnical engineering and Years with Firm: 20 construction inspection staff. Responsible for review of performance of geotechnical evaluations and construction inspection/ materials testing for residential, commercial, Education: and public facilities; and preparation and review of geotechnical reports.

B.S. Civil Engineering Relevant Project Experience: Clarkson University Potsdam, NY Middle Branch Dam, Carmel, New York – Project Manager - Project manager during the rehabilitation of the Middle Branch Dam using an RCC overlay as Licenses/Certifications: overtopping protection. This was the first RCC dam rehabilitation project used by the NYCDEP and consisted of armoring the entire earthen dam structure with 13,000 cy of Professional Engineer: RCC along the downstream slope, crest and a portion of the upstream face. Services  New York (# 076154) included development of a QC/QA program during the placement of the RCC and all  California (# 054646) inspection and testing required during the placement.  Connecticut (# 22356) Rehabilitation of Lake Sebago Dam, NYS Office of Parks and Recreation – Senior Memberships: Manager - Provided project oversight and senior management for design services associated with the remediation of a 40-foot high concrete spillway and associated ASCE Member embankment. Services included geotechnical evaluations, hydraulic and hydrologic ACI Member evaluations, and stability analyses to develop final remediation plans and ICC Member specifications.

Highlights: Keller Dam, Montague, NJ – Senior Manager - Post design and construction phase services associated with the remediation of an earthen embankment for overtopping. “Roller Compacted Concrete Remediation included a new spillway, articulated concrete block overlay of the Construction for Rehabilitation of embankment and low-level outlet replacement. Project included review of the design Middle Branch Dam” plans and specification, permit acquisition, and resident engineering serviced during 26th Annual USSD Conference, construction. 2006 Spruce Run and Round Valley Dams, NJ Water Authority, Clinton, NJ – Senior FERC Seminar on Dam Safety Manager - Project included the NJDEP formal dam safety inspection for a 90-foot high Performance Monitoring Program embankment at Spruce Run dam and three 180-foot embankments at the Round and Potential Failure Mode Valley dams. Services include providing the formal dam safety inspection reports, as Analysis Training, Oct. 2003 well as an instrumentation evaluation report for the Spruce Run dam.

“Rehabilitating an Aging Montville Commons, Montville, CT – Project Manager - Perform engineering review Embankment Dam with RCC for and analysis of recommendations/designs prepared by other firms employed at the Overtopping Protection” subject site. Due to flooding conditions that occurred in October of 2005 at the ASDSO Annual Conference 2007 Montville Commons site Tectonic provided engineering services relating to: 1) stabilization of a failed dam embankment and adjacent slope, and 2) remediation to an “Stabilization of a Rock Cut existing dam structure at the subject site. Provide technical consultation and Adjacent to Existing Buildings with assistance in the field and at office meetings, as required to support DEP staff. Limited Access” Prepare reports and other documents to present review comments, findings and/or ASCE Met Section Geotechnical recommendations. Provide periodic on-site observation relating to testing and/or Group, 2007 construction activities. Schedule and frequency of this activity to be on an as-needed basis as determined by DEP. “Providing Stabilization of a Rock Cut in a Limited Access Area” Camp Siwanoy Lake Dam, Queen of the River Fish Co., Pawling, NY – Project Association of Engineering Manager - Tectonic performed a dam safety inspection, hydrologic and hydraulic Geologists 50th Annual Meeting, analyses and development of alternate spillway improvement designs for a 22-foot 2007 high, 250-foot long earth embankment dam. Provided oversight of design and construction phase work included and recommendations for the dam outlets and spillways, preparation of a stormwater pollution prevention plan, and design plan alternatives for dam spillway reconstruction. Mark Stier, P.E. Senior Vice President

Rehabilitation of Lower Reservoir Dam, Warwick, NY – Project Manager - Responsible for oversight of engineering tasks including design analysis, preparation of contract documents and plans, and acted as project engineer during the construction phase of the project. The project consisted of the rehabilitation of an earthen dam, which required the raising and reconstruction of the dam to meet current NYSDEC and USACE guidelines and requirements, for the probable design flood. Geotechnical design tasks for the project included researching previous data regarding the approximately 114-year-old original dam, past work performed to previously raise the dam to its existing elevation, and evaluation of the existing conditions of the embankment for an accurate performance of slope stability analyses for the new proposed configuration of the dam. Other tasks included coordination with the NYSDEC, performance of a final inspection of the dam and supervision of the preparation of As-Built drawings.

Springborn Dam, Enfield, CT, CT Department of Environmental Protection Project Manager - This project involved an initial phase investigation study to identify needed repairs to the dam and investigate potential impacts of breaching the dam. Responsibilities included stability analyses, environmental evaluation, and hydrologic/hydraulic modeling of the dam.

Brady Pond Dams, Pawling, NY – Project Manager - This project involved the performance of geotechnical engineering services for two earth dam structures that were constructed in order to enlarge Brady Pond. The first dam is approximately 600 feet long and 40 feet high. The second is approximately 400 feet long and 10 feet high. Services included the performance of a subsurface investigation, slope stability analyses, hydrologic / hydraulic analysis of spilling structures, DEC permit application preparation, construction observation, and testing during construction, and as-built record drawing preparation.

Blenheim Gilboa Pump Storage Hydroelectric Facility, Gilboa, NY Project Manager - The Blenheim Gilboa power pump storage project is a 1040 Megawatt hydroelectric facility comprised of upper and lower reservoirs and a massive underground powerhouse. Tectonic is providing construction management and contract administration services for the remediation of an unstable slope along the lower reservoir's east shore. Stabilization work involves the construction of a 1 million cubic yard rock fill berm at the base of the slope. This also involves the construction of a toe berm along the downstream toe of the 80 ft. high, 1800 ft. long dam that impounds the lower reservoir. The power pump is an extensive instrumentation program including inclinometers, extensometers, and piezometers, which are required to monitor the long-term performance of the rock fill berm.

Ledge Pond Dam, Pawling, NY - Senior Geotechnical Engineer - This project involved the performance of geotechnical evaluation and construction inspection services for an earth dam structure. The dam is for the expansion of an existing 3-acre pond to 10 +/- acres. The dam is approximately 685 feet long and up to 70 feet high. Services included project management, subsurface investigation, slope stability evaluations, DEC permit application preparation, observation and testing services during construction, and as-built record drawing preparation.

Glenmere Lake Dam, Chester, NY, Orange County DPW, Project Manager - This project consisted of rehabilitation of an existing earthen embankment dam. Services included the performance of a dam safety inspection, slope stability analysis; cost estimating, along with the preparation of a preliminary investigation report.

Toasperns Pond Dam, Highland, NY, Sullivan County Department of Purchasing & Central Services, Project Manager – Provided oversight and management of the performance of a safety inspection of the dam, development of an Emergency Action Plan, Inspection and Maintenance Plan, and an Engineering Assessment Report.

Sunset Lake Dam, Liberty, NY, Sullivan County Department of Purchasing & Central Services, Project Manager – Project Managers for the performance of a safety inspection of the dam, development of an Inspection and Maintenance Plan and an Engineering Assessment Report.

Village of Cold Spring Dams, Cold Spring, NY, Village of Cold Spring, Project Manager - The project consisted of the performance of safety inspections of the dams, development of an Emergency Action Plan, Inspection and Maintenance Plans, and an Engineering Assessment Report.

Kiyiwana Farm Pond Dam, Stormville, NY, Kiyiwana Farm, Staff Engineer – Provided oversight of the development of an Emergency Action Plan and an Inspection and Maintenance Plan for the Kiyiwana Farm Pond Dam.

Geotechnical Engineering A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: HCST Jersey City Campus, Environmental Services LOCATION: 525 Montgomery Street, Jersey City, NJ CLIENT: T&M Associates CONTACT: Allen Malsbury, (732) 671-6400 11 Tindall Road, Middletown, NJ 07748

The project enabled the Hudson County Schools of Technology to expand the current facility to include additional space for the Applied Science Academy.

Historic fill and soft, organic materials underlie the site, creating a challenging subsurface profile for foundation recommendations. Several options were recommended in terms of foundation types, including timber and steel pipe piles. The probability of both short and long term consolidation due to the soft, compressible soils resulted in the recommendation of a structural slab system, so as to minimize both the total and differential settlements. The site profile also indicates that the location is subject to liquefaction potential due to loose soil conditions and high groundwater. A site specific seismic analysis was required due to the soft nature of the subsurface conditions.

Tectonic was responsible for the subsurface investigation and geotechnical engineering analyses for the construction of a proposed new 2-Story, 25,000 S.F. gymnasium and additional parking areas for the campus.

PROJECT NAME: Geotechnical Investigation LOCATION: 133 River Street, Hackensack, NJ CLIENT: Bergen County Department of Public Works CONTACT: John Cascone, (201) 336-6804 1 Bergen County Plaza, 4th Floor, Hackensack, NJ 07601

The planned project consists of the construction of a new multi-family residential complex with buildings ranging from 4 to 8 stories in height and column loads up to 200 tons.

Subsurface conditions were found to consist of approximately 10 to 15 feet of uncontrolled fill overlying a thin stratum of peat followed by a deep deposit of soft glacial lake bed silt and clay soils. Groundwater was found to be only 5 feet below grade. Laboratory testing included consolidation and strength testing of the soft soils to assess whether a mat foundation could be utilized for support of the building.

Settlement analyses found that intolerable differential settlement would result if conventional spread footings or a mat foundation were used. Removal of the uncontrolled fill and peat soils was considered but found to be uneconomical due to the required depth of removal 10 to 20 feet, the shallow depth of groundwater, and the undefined nature of the fill materials. Deep pile foundations were recommended for support of the structures. A geotechnical report was provided that included recommended pile types, sizes, lengths and allowable capacities.

PROJECT NAME: Geotechnical Investigation

LOCATION: Picatinny Arsenal, New Jersey CLIENT: HDR, Inc. CONTACT: Mike Pucci, P.E., (914) 993-2014 711 Westchester Avenue, White Plains, NY 10604

The United States Army has plans to develop a plot of land within the existing Picatinny Arsenal in New Jersey with a new packaging, handling, shipping & transportation (PHS&T) center. HDR, Inc. was retained by the U.S. Army Corps of Engineers to provide site design services, and Tectonic was retained by HDR to provide geotechnical and environmental soil sampling and to prepare a geotechnical engineering report for the planned development.

Picatinny Arsenal is located within northwestern New Jersey and consists of over 6,500 acres used as a comprehensive armaments facility by the U.S. Army. The planned development is to include a 49,000 square-foot multi-building facility used for shipping and distribution purposes within the arsenal. Tectonic provided on-site geotechnical investigation consisting of test borings, as well as environmental screening using a photo-ionization detector (PID) and environmental soil sampling. Tectonic prepared logs of the subsurface exploration and developed a geotechnical laboratory testing program to identify soil properties. Tectonic performed a geotechnical engineering analysis of the subsurface conditions with respect to building foundation support for the proposed development, and summarized the results of the geotechnical and environmental investigations in an engineering report prepared in accordance with ACOE guidelines.

PROJECT NAME: PSE&G Westfield Substation Redesign & Upgrade Geotechnical Investigation & Design Recommendations LOCATION: Westfield Township, New Jersey CLIENT: Burns & Roe for PSE&G CONTACT: Vera Siditsky, (201) 265-2000 800 Kinderkamack Road, Oradell, NJ 07649

This project consisted of the redesign and upgrade of an electric substation in Westfield Township, New Jersey. The construction of approximately 2.5 acre complex included the demolition of an existing substation building and the construction of a storm water detention basin where the substation once stood.

Tectonic performed a geotechnical subsurface investigation for the proposed substation improvements including the installation of two observation wells, the performance of four exploratory test pits, and laboratory permeability testing. Tectonic prepared a geotechnical report presenting the results of the subsurface investigation and providing soil permeability parameters and recommendations for the design and construction of the proposed improvements.

PROJECT NAME: Proposed Colonial Pipeline Pump Station and Storage Tank County Road 654 Geotechnical Investigation LOCATION: Perth Amboy, New Jersey CLIENT: SPEC Consulting, LLC for Buckeye Partners, L.P CONTACT: Jason Kappel, (518) 487-4800 16 Computer Drive West, Albany, NY 12205

Tectonic performed subsurface investigations, laboratory testing and prepared a geotechnical engineering report with recommendations for the design of a pump station and appurtent structure foundations. The project involves the installation of two pumps with associated 12 and 16 inch diameter piping and a control building.

Based on the results of the testing and the geotechnical analyses, a mat foundation was recommended for support of the pumps to minimize the dynamic response of the foundation to the unbalanced forces of the high speed rotary pumps. The report also included recommendations for allowable bearing pressure, anticipated total settlement, management of groundwater for design and construction, subgrade preparation, lateral earth pressure and seismic design criteria.

Tectonic also performed an evaluation of the existing foundation concrete for Tank 116 within the Buckeye Perth Amboy Terminal. Non-destructive testing on in-place hardened concrete was performed to obtain an estimation of the compressive strength.

PROJECT NAME: Geotechnical, Environmental and Controlled Inspection Services on a Call-In Basis LOCATION: Various Locations throughout New York CLIENT: Port Authority of New York & New Jersey CONTACT: Joseph Marsano, (201) 216-2986 Two Gateway Center, Newark, NJ 07102

Tectonic provided controlled inspection and professional geotechnical and environmental boring and field services as requested on a "Call in" basis during 2001 through 2017 for various locations.

These services included subsurface investigations, inspections of soil test borings, rock coring, monitoring well installation, and soil identification, and preparation of detailed logs of the daily work for review by the Port Authority Supervisor. Controlled inspection services have included concrete testing, fill placement, subgrades, asphalt pavement, and precast concrete inspections.

Projects completed include: Freedom Tower (WTC Site), Lincoln Tunnel, Goethals Bridge, JFK Airport - Terminals 5, 6, 8 and 9 Redevelopment - Parking Garage; Staten Island Railroad Connection to Chemical Coastline, Elizabeth, NJ; Teterboro Airport Taxiways P & Q Extensions, Teterboro, NJ; PATH Grove Street Station, Jersey City, NJ; and Newark Airport – EWR South Fuel Farm Subsurface Remediation.

B. Resumes of Key Personnel

Land Planning | Transportation | Water Resources | Institutions/Healthcare/Education | Telecommunications | Energy | Municipal Thomas J. Critelli, P.E. Executive Vice President and Chief Operating Officer Summary: As Executive Vice President and Chief Operating Officer, Mr. Critelli is responsible for Years of Experience: 43 oversight of all corporate operations as well as oversight of engineering and related Years with Firm: 26 technical departments including: civil, structural, geotechnical and environmental engineering, survey, construction inspection and materials testing. Responsibilities Education: include business development, strategic planning, fiscal planning and overall technical direction. Acts as liaison with Human Resources, Business Development, B.S. Civil Engineering, Stevens Accounting and Information Technology Departments as related to support of the Institute of Technology - Hoboken, firm’s engineering and technical departments. New Jersey Also served as Chief Engineer and provided direct supervision and technical direction Licenses: of Project Managers for the Civil and Geotechnical Engineering Design and Construction projects. Professional Engineer: Relevant Project Experience:  Connecticut # PEN.0026546  New Jersey # GE02474900 Rail Tank Car Unloading Facility and Railyard at Buckeye Terminal, Perth  New York # 071384 Amboy, NJ, Project Director - Directed the renovation, expansion and upgrade of  Pennsylvania # PE030290E an existing railroad tank car unloading facility to handle a higher capacity of tankers. The project consisted of the construction of approximately 500 feet of lead track and  Texas # 118209 a ladder track system involving seven yard tracks varying from roughly 1300 to 1900

feet in length with unloading/loading proposed structures. A section of the yard tracks Certifications: were supported on a bridge structure to allow for passages of a 48” storm sewer and

six product line pipes beneath the tracks. Tectonic performed a subsurface RAM - W investigation, laboratory testing and prepared a geotechnical engineering report with VAM – CF recommendations for the design and construction of subgrades for the ladder tracks

and the foundations for the tank car unloading structures and bridge abutments. Due Other Professional Qualifications: to the presence of unsuitable soils and the need to fill some areas of the site up to

seven feet, methods for improving the conditions and mitigating undesirable Federal Energy Regulatory settlement were presented. These measures included partial removal of unsuitable Commission (FERC) Seminar on soils, placement and geogrid reinforcement, stone column support and/or wet/dry soil Dam Safety Performance mixing. Drilled micro pile foundations were recommended for the bridge abutment as Monitoring and Potential Failure the existing storm sewer could not tolerate additional settlement. Mode Anlaysis Training 133 River Street, Hackensack, Geotechnical Services, Hackensack, NJ, Project Professional Societies: Director- Directed the construction of a new multi-family residential complex with buildings ranging from 4 to 8 stories in height and column loads up to 200 tons. Association of State Dam Safety Subsurface conditions were found to consist of approximately 10 to 15 feet of Officials uncontrolled fill overlying a thin stratum of peat followed by a deep deposit of soft

American Society of Civil Engineers glacial lake bed silt and clay soils. Groundwater was found to be only 5 feet below grade. Laboratory testing included consolidation and strength testing of the National Council of Examiners for soft soils to assess whether a mat foundation could be utilized for support of the Engineering & Surveying building. Settlement analyses found that intolerable differential settlement would result if conventional spread footings or a mat foundation were used. Removal of the uncontrolled fill and peat soils was considered but found to be uneconomical due to the required depth of removal 10 to 20 feet, the shallow depth of groundwater, and the undefined nature of the fill materials. Deep pile foundations were recommended for support of the structures. A geotechnical report was provided that included recommended pile types, sizes, lengths and allowable capacities.

Shipping and Distribution Facility Queens, NY, United Parcel Service (UPS), Director of Engineering - Provided oversight and review of the preparation of a geotechnical investigation and engineering report for a two–story UPS shipping and distribution facility with a footprint of 105,000 square feet and adjacent package cars and tractor trailers parking lots and vehicle service areas. Thomas J. Critelli, P.E. Executive Vice President and Chief Operating Officer Hendrick Hudson School District, Cortlandt, NY, Project Director - Provided site/civil services for improvements at 3 schools and an Administration Building within the Hendrick Hudson School District. Specific Improvements included the replacement/rehabilitation of sidewalk, curbing and pavement; re-grading of an existing multi-purpose athletic field; and the construction of an irrigation system for an existing soccer field. Civil engineering services included the performance of site inspections to identify existing pavement, sidewalk and curbing that required complete removal and replacement; the preparation of construction drawings for each individual school; the preparation of technical specifications for the district improvements as a whole; and the submittal of the construction documents to the SED for their approval. Future work will include: the performance of geotechnical services (sub-surface borings) both to determine an appropriate and cost effective pavement replacement section for each individual school and to locate shallow rock; and the continued performance of site/civil services which comprise the preparation of a SWPPP for 1 school, submittal to WCDOH for backflow prevention associated with the proposed irrigation system, and the performance of bid and construction related services.

Colonial Pipeline Pump Station & Storage Tank County Road 654 Geotechnical Investigation, Perth Amboy, NJ, Project Director - Tectonic performed subsurface investigations, laboratory testing and prepared a geotechnical engineering report with recommendations for the design of a pump station and appurtent structure foundations. The project involved the installation of two pumps with associated 12 and 16 inch diameter piping and a control building. Based on the results of the testing and the geotechnical analyses, a mat foundation was recommended for support of the pumps to minimize the dynamic response of the foundation to the unbalanced forces of the high speed rotary pumps. The report also included recommendations for allowable bearing pressure, anticipated total settlement, management of groundwater for design and construction, subgrade preparation, lateral earth pressure and seismic design criteria. Tectonic also performed an evaluation of the existing foundation concrete for Tank 116 within the Buckeye Perth Amboy Terminal. Non-destructive testing on in-place hardened concrete was performed to obtain an estimation of the compressive strength.

Princeton Day School Additions, Princeton NJ, Perkins Eastman Architects, Director of Engineering - Provided technical direction and review for a geotechnical investigation for a 26,000 sf, two-story addition and to the Princeton Day School. Seventeen borings and 13 test pits were performed to determine the characteristics of the overburden soils and bedrock. Reviewed and finalized a report presenting recommendations for allowable foundation bearing pressures; anticipated foundation settlements; and seismic design provisions. In addition, provided recommendations related to the geotechnical aspects of the proposed construction work including subgrade preparation requirements for foundation construction on soil and rock, rock excavation, dewatering considerations, and provisions for the protection of existing adjacent structures during the work.

PHS&T Center at Picatinny Arsenal, Rockway, NJ, HDR, Inc., Director of Engineering - Responsible for oversight of subsurface investigation, analysis of field data and laboratory testing data, engineering analysis in accordance with U.S. Department of Defense Unified Facilities Criteria (UFC) design manual, and preparation of a geotechnical engineering report presenting recommendations for design and construction of the foundations, floor slabs, and site pavements. The Packaging, Handling, Storage and Transportation, (PHS&T) Center proposed at Picatinny Arsenal, included construction of a 50,000 sf building for testing and storage of shipping units.

Rehabilitation of Retaining Wall at West 181ST Street, Manhattan, NY, Tully Construction, Project Director - Responsible for oversight and review of the data developed from a structural deformation monitoring program implemented during construction for the rehabilitation and extension of a mortared stone gravity retaining wall located along the west side of Riverside Drive just south of the George Washington Bridge. The structural monitoring program was performed for Tully Construction Company and included building condition surveys and vibration and survey monitoring of deformation of the wall and adjacent structures. Mark Stier, P.E. Senior Vice President, Geotechnical & Construction Inspection Services

Summary: As Senior Vice President of Geotechnical and Construction Inspection Services, Years of Experience: 30 provides technical direction and supervision for geotechnical engineering and Years with Firm: 20 construction inspection staff. Responsible for review of performance of geotechnical evaluations and construction inspection/ materials testing for residential, commercial, Education: and public facilities; and preparation and review of geotechnical reports.

B.S. Civil Engineering Relevant Project Experience: Clarkson University Potsdam, NY Rail Tank Car Unloading Facility and Railyard at Buckeye Terminal, Perth Amboy, NJ, Project Manager - Managed the renovation, expansion and upgrade of Licenses/Certifications: an existing railroad tank car unloading facility to handle a higher capacity of tankers. The project consisted of the construction of approximately 500 feet of lead track and Professional Engineer: a ladder track system involving seven yard tracks varying from roughly 1300 to 1900  New York (# 076154) feet in length with unloading/loading proposed structures. A section of the yard tracks  California (# 054646) were supported on a bridge structure to allow for passages of a 48” storm sewer and  Connecticut (# 22356) six product line pipes beneath the tracks. Tectonic performed a subsurface investigation, laboratory testing and prepared a geotechnical engineering report with Memberships: recommendations for the design and construction of subgrades for the ladder tracks and the foundations for the tank car unloading structures and bridge abutments. Due ASCE Member to the presence of unsuitable soils and the need to fill some areas of the site up to ACI Member seven feet, methods for improving the conditions and mitigating undesirable ICC Member settlement were presented. These measures included partial removal of unsuitable soils, placement and geogrid reinforcement, stone column support and/or wet/dry soil Highlights: mixing. Drilled micro pile foundations were recommended for the bridge abutment as the existing storm sewer could not tolerate additional settlement. “Roller Compacted Concrete Construction for Rehabilitation of 133 River Street, Hackensack, Geotechnical Services, Hackensack, NJ, Project Middle Branch Dam” Manager- Managed the construction of a new multi-family residential complex with 26th Annual USSD Conference, buildings ranging from 4 to 8 stories in height and column loads up to 200 tons. 2006 Subsurface conditions were found to consist of approximately 10 to 15 feet of uncontrolled fill overlying a thin stratum of peat followed by a deep deposit of soft FERC Seminar on Dam Safety glacial lake bed silt and clay soils. Groundwater was found to be only 5 feet below Performance Monitoring Program grade. Laboratory testing included consolidation and strength testing of the soft soils and Potential Failure Mode to assess whether a mat foundation could be utilized for support of the building. Analysis Training, Oct. 2003 Settlement analyses found that intolerable differential settlement would result if conventional spread footings or a mat foundation were used. Removal of the “Rehabilitating an Aging uncontrolled fill and peat soils was considered but found to be uneconomical due to Embankment Dam with RCC for the required depth of removal 10 to 20 feet, the shallow depth of groundwater, and Overtopping Protection” the undefined nature of the fill materials. Deep pile foundations were recommended ASDSO Annual Conference 2007 for support of the structures. A geotechnical report was provided that included recommended pile types, sizes, lengths and allowable capacities. “Stabilization of a Rock Cut Adjacent to Existing Buildings with Term Contract for Geotechnical and Environmental Services, Port Authority of Limited Access” NY & NJ, Project Manager - Tectonic is providing expert professional geotechnical ASCE Met Section Geotechnical and environmental boring and field services as requested on a "Call in" basis during Group, 2007 2001 through 2006 for various locations. These services include subsurface investigations, inspections of soil test borings, rock coring, monitoring well “Providing Stabilization of a Rock installation, and soil identification. Preparation of detailed logs of the daily work for Cut in a Limited Access Area” review by the Port Authority Supervisor. Projects completed thus far include JFK Association of Engineering Airport - Terminals 5, 6, 8 and 9 Redevelopment - Parking Garage; Staten Island Geologists 50th Annual Meeting, Railroad Connection to Chemical Coastline, Elizabeth, NJ; Teterboro Airport 2007 Taxiways P & Q Extensions, Teterboro, NJ; PATH - Grove Street Station, Jersey City, NJ; and Newark Airport - EWR South Fuel Farm Subsurface Remediation.

Mark Stier, P.E. Senior Vice President, Geotechnical & Construction Inspection Services Hendrick Hudson School District, Cortlandt, NY, Project Manager - Provided site/civil services for improvements at 3 schools and an Administration Building within the Hendrick Hudson School District. Specific Improvements included the replacement/rehabilitation of sidewalk, curbing and pavement; re-grading of an existing multi-purpose athletic field; and the construction of an irrigation system for an existing soccer field. Civil engineering services included the performance of site inspections to identify existing pavement, sidewalk and curbing that required complete removal and replacement; the preparation of construction drawings for each individual school; the preparation of technical specifications for the district improvements as a whole; and the submittal of the construction documents to the SED for their approval. Future work will include: the performance of geotechnical services (sub-surface borings) both to determine an appropriate and cost effective pavement replacement section for each individual school and to locate shallow rock; and the continued performance of site/civil services which comprise the preparation of a SWPPP for 1 school, submittal to WCDOH for backflow prevention associated with the proposed irrigation system, and the performance of bid and construction related services.

Term Geotechnical Agreement, NYCDDC – Project Manager - Tectonic has been awarded three consecutive agreements valued at $2.8 million to provide geotechnical and boring inspection services at locations throughout New York City’s five boroughs. Responsibilities include review and analysis of subsurface and laboratory data, developing design criteria, and preparing technical recommendation reports. (2005)

National Grid Nantucket Cable, Burns & McDonnell – Project Manager - The project includes the installation of an underground and submarine electric power cable system (46kV, 35MW) from the Cape Cod mainland to the Island of Nantucket. The scope of Tectonic's services included the collection and analysis for all land-based geotechnical data necessary to complete the detailed design of the substation and land cables. Tectonic also performed a topographic and utility survey, and established a GPS control network.

Subsurface Investigations, Contract #10341, NYSDOT, Project Manager - Tectonic provided geotechnical construction inspection and contract administration services for subsurface explorations which included soil drilling, rock coring, SPT sampling, and groundwater measurements under a when-and-where term agreement with NYS Department of Transportation at various locations in Region 8 (Dutchess, Orange, Putnam, Rockland, Ulster and Westchester Counties). Tectonic was responsible for the technical inspection of boring contractor's work, preparation of boring logs, review of drilling contractor's logs, preparation of partial and final progress payment estimates, preparation of record as-built drawings, and oversight of contractor's Maintenance and Protection of Traffic (MPT). Projects included:

 Taconic State Parkway from US Route 6 to US Route 202  NYS Route 22 north of I-684 and I-84  US Route 9W from West Point to Newburgh  NYS Route 17 to Chester  I-287/87 in Greenburgh

MHD Bridge, C-11-23 Mass Highway, Chief Geotechnical Engineer - The project consisted of evaluating the performance of existing abutments for a historical bridge in Chester, Massachusetts. The existing abutments are of dry-laid masonry construction, and display signs of distress through cracking and slight movement. A subsurface investigation was performed by the Massachusetts Highway Department (MHD) to determine the soil conditions behind the existing abutments. Tectonic was retained to perform a geotechnical analysis of the stability of the existing abutments, and to evaluate the feasibility of different remediation methods including reducing lateral loading of the abutment through supporting the retained soils by large diameter drilled shafts or sheet piles. Tectonic utilized the subsurface data provided by MHD in preparing an evaluation of the stability of the existing bridge abutment and potential remediation measures. George P. Murphy, P.E. Senior Geotechnical Engineer

Summary: As Senior Geotechnical Engineer, responsibilities include the management of Years of Experience: 25 geotechnical site investigations incorporating soil and rock borings, borehole image Years with Firm: 23 processing, test pits, piezocone testing, piezometers, monitoring wells, inclinometer installation and monitoring, and rock structure/geologic mapping. Responsibilities Education: also include the performance of engineering evaluations, geotechnical report preparation and the management of supporting staff performing same and QA/QC M.S. Geotechnical / Structural duties for the construction of buildings, bridges, roads, earth dams, Engineering telecommunications projects and utilities. Projects have included spread footings, mats, drilled shafts, mini piles, piled and rock anchored foundations, underpinning, Manhattan College the application of surcharging, light–weight fill and wick drains, reinforced earth Bronx, New York slopes and retaining walls. Projects have also addressed analyzing the stability of existing rock slopes and proposed rock cuts, the design of rock stabilization B.S. Geological Engineering measures including rock bolt, shotcrete, rock fall protection netting and fencing University of Arizona Tucson, installations, the evaluation of karst related hazards and the performance of Arizona construction vibration consulting services.

Relevant Project Experience: Licenses/Certifications: Rail Tank Car Unloading Facility and Railyard at Buckeye Terminal, Perth Professional Engineer: New York Amboy, NJ, Geotechnical Engineer – Tectonic performed the renovation, expansion and upgrade of an existing railroad tank car unloading facility to handle a

higher capacity of tankers. The project consisted of the construction of approximately Highlights: 500 feet of lead track and a ladder track system involving seven yard tracks varying from roughly 1300 to 1900 feet in length with unloading/loading proposed structures.  “The Influence of Geofoam A section of the yard tracks were supported on a bridge structure to allow for Creep on the Performance of passages of a 48” storm sewer and six product line pipes beneath the tracks. a Compressible Inclusion” - Tectonic performed a subsurface investigation, laboratory testing and prepared a Geotextiles and geotechnical engineering report with recommendations for the design and construction of subgrades for the ladder tracks and the foundations for the tank car Geomembranes – 1997 unloading structures and bridge abutments. Due to the presence of unsuitable soils and the need to fill some areas of the site up to seven feet, methods for improving the  “Stabilization of a Rock Cut conditions and mitigating undesirable settlement were presented. These measures Adjacent to Existing Buildings included partial removal of unsuitable soils, placement and geogrid reinforcement, with Limited Access”, stone column support and/or wet/dry soil mixing. Drilled micro pile foundations were Engineering of Geo-Hazards, recommended for the bridge abutment as the existing storm sewer could not tolerate A Specialty Seminar additional settlement. Presented by ASCE 133 River Street, Hackensack, Geotechnical Services, Hackensack, NJ, Metropolitan Section of Geotechnical Engineer- Tectonic peformed the construction of a new multi-family Geotechnical Group, May 16 & residential complex with buildings ranging from 4 to 8 stories in height and column 17, 2007, New York City loads up to 200 tons. Subsurface conditions were found to consist of approximately 10 to 15 feet of uncontrolled fill overlying a thin stratum of peat followed by a deep deposit of soft glacial lake bed silt and clay soils. Groundwater was found to be only 5 feet below grade. Laboratory testing included consolidation and strength testing of the soft soils to assess whether a mat foundation could be utilized for support of the building. Settlement analyses found that intolerable differential settlement would result if conventional spread footings or a mat foundation were used. Removal of the uncontrolled fill and peat soils was considered but found to be uneconomical due to the required depth of removal 10 to 20 feet, the shallow depth of groundwater, and the undefined nature of the fill materials. Deep pile foundations were recommended for support of the structures. A geotechnical report was provided that included recommended pile types, sizes, lengths and allowable capacities.

George P. Murphy, P.E. Senior Geotechnical Engineer Hendrick Hudson School District, Cortlandt, NY, Geotechnical Engineer - Provided site/civil services for improvements at 3 schools and an Administration Building within the Hendrick Hudson School District. Specific Improvements included the replacement/rehabilitation of sidewalk, curbing and pavement; re-grading of an existing multi-purpose athletic field; and the construction of an irrigation system for an existing soccer field. Civil engineering services included the performance of site inspections to identify existing pavement, sidewalk and curbing that required complete removal and replacement; the preparation of construction drawings for each individual school; the preparation of technical specifications for the district improvements as a whole; and the submittal of the construction documents to the SED for their approval. Future work will include: the performance of geotechnical services (sub-surface borings) both to determine an appropriate and cost effective pavement replacement section for each individual school and to locate shallow rock; and the continued performance of site/civil services which comprise the preparation of a SWPPP for 1 school, submittal to WCDOH for backflow prevention associated with the proposed irrigation system, and the performance of bid and construction related services.

Colonial Pipeline Pump Station & Storage Tank County Road 654 Geotechnical Investigation, Perth Amboy, NJ, Geotechnical Engineer - Tectonic performed subsurface investigations, laboratory testing and prepared a geotechnical engineering report with recommendations for the design of a pump station and appurtent structure foundations. The project involved the installation of two pumps with associated 12 and 16 inch diameter piping and a control building. Based on the results of the testing and the geotechnical analyses, a mat foundation was recommended for support of the pumps to minimize the dynamic response of the foundation to the unbalanced forces of the high speed rotary pumps. The report also included recommendations for allowable bearing pressure, anticipated total settlement, management of groundwater for design and construction, subgrade preparation, lateral earth pressure and seismic design criteria. Tectonic also performed an evaluation of the existing foundation concrete for Tank 116 within the Buckeye Perth Amboy Terminal. Non-destructive testing on in-place hardened concrete was performed to obtain an estimation of the compressive strength.

Salerno Karst Evaluation – Green Township, NJ, Geotechnical Engineer - As project manager, planned, scheduled and coordinated Phase 1 karst evaluation for proposed commercial building. Evaluation consisted of the review of geologic data, aerial photographs and the project plans and the performance of a site reconnaissance to identify the potential for karst related hazards at the site. Prepared report documenting that karst conditions were not identified and that further investigation was unwarranted.

Mulford Road Residential Development Karst Evaluation– Andover Township, NJ, Geotechnical Engineer - As project manager, planned, scheduled and coordinated Phase 1 and Phase 2 karst evaluations for proposed 97-acre residential subdivision. The Phase 1 evaluation consisted of the review of geologic data, aerial photographs and the project plans and the performance of a site reconnaissance to identify the potential for karst related hazards at the site. As the Phase 1 investigation identified the potential for karst related hazards, performed Phase 2 investigation consisting of 15 test borings and laboratory testing. Based on findings of Phase 2 investigation, provided recommendations for site development to minimize impact of karst conditions on proposed development including foundation, road and drainage design.

Former Croda Facility, Elizabeth NJ: Geotechnical Engineer - As project manager, managed geotechnical investigation to identify the design requirements of temporary sheet pile shoring to be used to allow removal of contaminated soils is close proximity to existing chemical storage tanks. Also developed and managed inspection and monitoring program for sheet pile installation and performance of remedial removals, and evaluated data that included survey monitoring of the adjacent tanks and sheet piling and vibration monitoring.

Cohen Children’s Hospital, New Hyde Park, NY: Geotechnical Engineer - As project engineer, planned and managed geotechnical investigation consisting of test borings and seismic cone penetration tests and prepared geotechnical report with recommendations for the construction of the 6-story, approximately 15,000 square foot addition at the Long Island Jewish Medical Center. As the site soils consisted of sands and the proposed addition was to abut and bear approximately 18 feet below an existing 6-story hospital building, provided recommendations for the jet grout support of existing building. During construction phase, developed and managed jet grout installation monitoring program that included settlement monitoring using military grade accelerometers.

LIRR Shea Stadium Station, Queens, NY: Geotechnical Engineer - As project manager, managed geotechnical investigation for proposed platform extensions at Long Island Rail Road station and managed personnel in the preparation of a geotechnical report providing design and construction recommendations for the foundations of the platform extensions. Due to ongoing regional settlement in the area, recommended pile support of platform extensions.

Environmental Engineering A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: Jersey City Environmental Review and Lead Testing Services LOCATION: Jersey City, NJ CLIENT: City of Jersey City Division Community Development (JCDCD) CONTACT: Gigi Gazon, (201) 547-4861 30 Montgomery Street, Suite 404, Jersey City, NJ 07302

Tectonic provided environmental review services per National Environmental Policy Act (NEPA) requirements for Housing and Urban Development (HUD) funded programs in progress as well as upcoming programs administered by the City of Jersey City Division Community Development. In addition to NEPA assistance, Tectonic also provides lead testing services for the Jersey City Division of Community Development’s Homeowner Repair Program including Lead Based Paint Inspections and Risk Assessments. (2016 – 2017)

PROJECT NAME: Darlington County Park – Groundwater Investigation LOCATION: County of Bergen, NJ CLIENT: Bergen County Department of Health Services CONTACT: Syed Moin, (201) 634-2794 327 E. Ridgewood Avenue, Paramus, NJ 07652

Tectonic completed and filed an LSRP Notice of Retention at the NJDEP. This enabled the NJDEP to receive technical document work product from Tectonic on behalf of the Bergen County Department of Health Services. Please tell us where we may obtain them. Tectonic completed a proximate RE, and prepared a report and companion NJDEP submittal form. Tectonic endorsed the appropriate ARF for the Site with the NJDEP. Tectonic prepared the RI filing using the prior technical reports.

Tectonic sampled the groundwater in all wells (MW-1 through -6), twice within a 30 day term. The laboratory analyses were performed by a contract laboratory under contract with the County, and Tectonic receipted the samples to the laboratory. The analyses included field and trip quality assurance samples and the analyses were all for Volatile Organics (VO) plus Tentatively Identified Compounds (TICs) (VO+TICs, including MTBE, TBA per the workplan approval).

Tectonic prepared and filed a final Remedial Action Report (RAR) with a case inventory document (CID) and a Response Action Outcome (RAO) for the groundwater.

PROJECT NAME: Scattered Site Infill Residential Development Federal NEPA Environmental Reviews [HUD 24 Part 58] LOCATION: East Orange, NJ CLIENT: City of East Orange, NJ [Essex Co.] CONTACT: Keischa Harris, (973) 266-5137 44 City Hall Plaza, East Orange, NJ 07019

Tectonic was retained by the City of East Orange, Neighborhood Housing & Revitalization Division (NH&R) to provide environmental review and site assessment services related to projects receiving funding through the City’s administration of U.S. Department of Housing and Urban Development (HUD) funds. These grant resources are regulated under the National Environmental Policy Act of 1969 (NEPA) and related legislation, including as listed within 24 CFR Parts 58 and 51, the federal regulations governing environmental reviews and the HUD-specific environmental criteria and standards. The identified project scope of work includes providing aggregated environmental assessment of new infill construction using HOME Investment Partnership program resources. The formerly blighted and currently vacant sites are scattered within the Greenwood Redevelopment Area. Tectonic assistance involves action classification and NEPA Environmental Assessment with a focus on noise screening and assessment and site contamination risk identification and assessment for multiple properties within this community economic development and revitalization focus area.

Project Challenges Neighborhood Housing & Revitalization Program of the City, within this HUD Entitlement Community, is applying HUD HOME funds to build new construction on formerly blighted lots in order to advance Greenwood Area Redevelopment. The client seeks rapid NEPA guidance and comprehensive environmental analysis in order to maintain the project schedule and funding eligibility.

PROJECT NAME: Preliminary Assessment/Site Investigation (PASI) Services LOCATION: Various Townships in New Jersey CLIENT: Monmouth County Park System CONTACT: Stephanie Weise, (732) 842-4000 300 Halls Mill Road, Freehold, NJ 07728

Tectonic has been retained by the Monmouth County Park System to conduct Preliminary Assessment/Site Investigation (PASI) services at various lots throughout the County. Tectonic’ responsibilities include identifying Areas of Concern (AOCs) and determining whether contaminants either are, or were, present at sites; or have migrated, or are migrating, from a site. In an effort to determine if further investigation is necessary, Tectonic has performs the following actions:

 A diligent inquiry to research the time the site was naturally vegetated to the present.

 Research for available documents that are reasonably likely to contain information related to the site that can be obtained.  Inquiries of current and former employees and agents whose duties include or included any responsibility for hazardous substances, hazardous wastes, or pollutants, and any other current and former employees or agents who may have knowledge or documents relevant to the inquiry.

 An evaluation of site specific operational and environmental information, both current and historic, collected.  A walkover tour (site inspection) to verify the above findings.

Currently, Tectonic has provided these services for the following Townships:

 Howell Township, Block 70, Lot 9.04, 10 & 11 Owner: Berkshire Development Co., LLC

 Upper Freehold Township, Block 28, Lot 8, 8.01 & 8.02 Owner: Bernard Development Co., LLC

 Freehold Township, Block 94, Lot 14 Owner: Apostle Acres Development Co., LLC  Howell Township, Block 139, Lot 16.01 Owner: Apostle Acres Development Co., LLC

PROJECT NAME: Preliminary Assessment of Property Lots LOCATION: Vacant Land, Paterson, New Jersey CLIENT Verdant LLC for Paterson Habitat for Humanity CONTACT: Gene O’Dell, (201) 852-1128 123 East Main Street, Denville, NJ 07834

Tectonic performed a Preliminary Assessment (PA) in general accordance with the New Jersey Department of Environmental Protection’s Site Remediation Program on nine (9) properties located in Paterson, New Jersey. The PA was performed to evaluate whether there were any potential contaminated areas of concern (AOCs) associated with the properties prior to purchase. Historical records including: City Directories, Sanborn Fire Insurance Maps, MacRae’s Directories, Historical Topographic and Aerial Photos were reviewed to aid in the evaluation of the subject properties. Additionally, a site reconnaissance was performed and local government was asked to search their records in accordance with the New Jersey Open Public Records Act (OPRA). The PA revealed potentially contaminated AOCs and a Site Investigation (SI) was recommended to the Paterson Habitat for Humanity prior to the purchase of the properties assessed.

PROJECT NAME: Site Investigation (SI) after Leaking Underground Storage Tank (LUST) Removal LOCATION: Harrison Street, Paterson, New Jersey CLIENT: Verdant LLC for Paterson Habitat for Humanity CONTACT: Gene O’Dell, (201) 852-1128 123 East Main Street, Denville, NJ 07834

Tectonic performed a Site Investigation (SI) in general accordance with the New Jersey Department of Environmental Protection’s Site Remediation Program to assess potential soil contamination associated with a Leaking Underground Storage Tank that had been previously removed. The investigation included the excavation of test pits and later soil borings as part of a Remedial Investigation (RI) to understand the anomalous results returned by others that prompted Tectonic’s retention. The subsurface explorations revealed the contamination presenting was from a regional historic fill that exhibited significantly elevated contaminant levels. The residential use of the Site necessitated a presumptive remedy and an alternate-presumptive remedy to use the new construction as part of the engineered composite cap for the Site. Tectonic is in the final phases of the remedy, and closure is anticipated in Q3 of 2013.

PROJECT NAME: Site Remediation Services LOCATION: Port Newark Container Terminal, Port Newark, New Jersey CLIENT: CH2MHill for Ports America CONTACT: Javier Itriago, (510) 825-5690 1717 Arch Street, Suite 4400, Philadelphia, PA 19103

Tectonic performed abatement management of buried asbestos-cement piping in active roadways of marine terminal. Tectonic managed all aspects of compliance to satisfy the client, and lessor; the project involved: Prior asbestos survey verification with a site walkover tour to ground-truth the survey; meetings with Port Authority of NY & NJ representatives; coordination with NJ Marine Terminal staff for traffic safety; asbestos abatement design documents (plans & specifications) in accordance with New Jersey Subchapter 8 requirements; Pre-abatement air testing (sampling and analysis) using high-volume air sampling equipment and filter media, with analyses via Phase Contract Microscopy (PCM); Daily abatement attendance, site control, safety monitoring and PCM air testing adjacent to the work areas; Final post-abatement inspection and air testing via Transmission Electron Microscopy (TEM); and Project close out reporting.

PROJECT NAME: Site Remediation Services LOCATION: Jersey City, New Jersey CLIENT: Sterling Trimming, Inc., Wings Manufacturing CONTACT: Manny Sethi, (212) 921-4588 1407 Broadway, New York, NY 10018

Tectonic was retained to conduct the remediation of an industrial property with approximately 100 years of use was conducted. Further review of the site presented Buried Underground Storage Tanks (USTs), Aboveground Storage Tanks (ASTs) foundry areas, boiler rooms and indicated hazardous materials usage areas, discharges and an extensive floor drain system. Site was subject to a Preliminary Assessment (PA) & Report (PAR) to understand background, plus Site Investigation (SI) to screen for contamination. A Remedial Investigation Workplan (RIW) was prepared and the site opted into Administrative Requirements for the Remediation of Contaminated Sites (ARRCS) rules. Balance of work was delineated to subsurface issues to complete remedial design bid package with specification. Closure pending with Response Action Outcome (RAO) issued by Licensed Site Remediation Professional (LSRP).

PROJECT NAME: CEVA, Licensed Site Remediation Services LOCATION: Franklin School Annex, 172 Midland Avenue, Kearny New Jersey CLIENT: Verdant LLC for Kearny Board of Education CONTACT: Marc Bruscino, (201) 955-5000 100 Davis Avenue, Kearny, NJ, 07032

Tectonic was asked to assist on this project when a prior environmental consultant was demonstrated to be performing non- compliant work and was jeopardizing the property’s redevelopment. A municipal school board had purchased a vacant property that had former commercial use and was only partly characterized at purchase. Contaminated soil, sediment, and groundwater were presenting from a variety of sources, including bulk solvent Underground Storage Tanks (USTs). The site was designated to be a future child care center (CCC) location for the township. As Tectonic took on the remediation after project commencement, we had to resolve prior technical deficiencies, and then proceed toward closure. As the schedule for redevelopment was exigent, Tectonic performed certain services side-by-side to reduce the overall project term. Tectonic closed numerous Underground Storage Tanks (USTs) at the Site by removing them. Over-excavation (remedial excavation) was used to address both Petroleum- Contaminated Soils (PCS) and Chemical Contaminated Soils (CCS); which were removed for off-Site treatment and recycling. Tectonic documented the sufficiency of the removals first with field screening (FS) -- Direct-Reading Instruments (DRI), such as Photo-Ionization detectors (PID) –the margins of the excavations, and then performing Post- Excavation (PX) chemical testing (sampling and analysis) with a contract laboratory. Groundwater remediation was effected using the Enhanced Fluid Recovery (EFR) method and verified by chemical testing. Soil borings were installed to delineate the known Historic Fill (HF) at the Site. Tectonic also remediated interior sumps with contaminated sediments. The remediation was conducted to satisfy the Madden Act legislation and enable the CCC application to be approved. Tectonic performed an Indoor Environment Health Assessment (IEHA) and Vapor intrusion (VI)Testing using Summa Canisters to satisfy the New Jersey Department of Health and Senior Services (NJDHSS or NJDOH). Tectonic achieved a Final Remediation Document (FRD) through a Response Action Outcome (RAO) issued by the Licensed Site Remediation Professional (LSRP) of record, following recording of deed notice for the historic fill and remedial action permitting through the NJDEP.

Two Underground Storage Tanks (UST) were previously excavated, tank graves were excavated to determine the limits of the contamination and end point sampling was performed. The excavation area needed to be fenced-off and secured each day to prevent any accidents.

PROJECT NAME: Site Remediation Services and Environmental Management Plan LOCATION: Newark, NJ CLIENT: TRT International CONTACT: Oleg Mitnik, (973) 344-7100 250 Port Street, Newark, NJ 07114

An expansion of existing shipping terminal warehouse required environmental remediation services to manage excess material that was comprised of Petroleum Contaminated Soil (PCS) and/or Chemical Contaminated Soil (CCS). The material was subjected to in-situ pre-classification Waste Characterization (WC) testing (sampling and analysis) pursuant to a Sampling Plan, in order to obtain disposal facility approvals prior to disturbance. A site- specific Construction Health and Safety Plan (HASP) and Environmental Compliance Plan (ECP) were prepared to satisfy the Port Authority of New York & New Jersey (PANYNJ) oversight. Upon confirmation of acceptance, the earthworks were attended and real-time Perimeter Air Monitoring (PAM) was performed with data-logging particulate meters pursuant to the HASP.

Tectonic was also retained as engineer of record for asbestos abatement, lead paint removal, universal wastes inventory, Petroleum-Contaminated Soil (PCS) remediation. The project involved: perimeter air monitoring using real-time dust monitors; multiple quantity and testing surveys as the scope of work changed; asbestos abatement design documents (plans and specifications) in accordance with New Jersey subchapter- 8 requirements; pre-abatement air sampling and analysis using high- volume air sampling equipment and filter media, with analyses through phase contract Microscopy (PCM); daily abatement attendance, site control, safety monitoring and PCM air testing adjacent to the work areas; final post-abatement inspection and air testing achieved through Transmission Electron Microscopy (TEM); and project close out reporting.

PROJECT NAME: KCR at 3rd Street, Licensed Site Remediation Professional Services LOCATION: 347 3rd Street, Jersey City, New Jersey. CLIENT: Former Cadillac Renting Inc. CONTACT: Ben Torrei, (917) 288-7688 PO Box 546, Highland Lakes, NJ 07422

Tectonic was retained to provide delineation of contamination, a clean-up plan, and the management of contaminated fill. The project was located on a commercial property being redeveloped for mixed use including a condominium association. The client renovated an old commercial facility without completing the environmental work necessary before constructing their new building. The site had undergone several incomplete and insufficient remediation projects.

The project consisted of resolving these multiple, historic contamination issues associated with petroleum products and lead in excess of applicable NJDEP Remediation Standards. Tectonic performed a Remedial Investigation inside and outside the building footprint to delineate the remaining impacted areas. Our solutions were engineered to manage the access constraints because the building was already substantially constructed upon commencement.

Tectonic integrated the historical data, and obtained current soil and groundwater testing information to bundle the remaining issues into a custom, alternative remedy that was approvable -- and approved -- by the NJDEP. Closure with Response Action Outcome (RAO) issuance is pending in mid-2012 that will close all the historic cases at the Site and will be protective enough to permit a child care center (CCC) occupancy at a later date.

PROJECT NAME: McCollister Paving Phase II ESA LOCATION: Burlington, NJ CLIENT: SBA Communications Corporation CONTACT: Nichole Arntz, (561) 997-0343 5900 Broken Sound Parkway NW, Boca Raton, FL 33487

Tectonic performed a Phase II ESA investigation to determine the probable absence or presence of contaminants and provide information to determine potential handling requirements and health & safety requirements during construction of a 150-foot high monopole- type telecommunications tower within a proposed 75 x 75 foot lease area. The Phase II subsurface investigation consisted of advancing four borings using a tripod mounted drill rig with a split-spoon sampler. The borings were advanced within the proposed lease area and along the proposed access road and proposed utility easement. The purpose of the investigation was to document existing environmental conditions pertaining associated with the historic fill material identified during a previous site investigation and to document the thickness of the historic fill encountered, as well as, information pertaining to disposal requirements of the excess soils generated during construction. Soil samples were collected and analyzed for TCL VOCs (EPA Method 8260), SVOCs (EPA Method 8270C), PCBs (EPA Method 8082), RCRA 8 metals and EPH Category 2. Soil analytical results were compared to the Impact to Groundwater Limits, Non-Residential and Residential Direct Contact Soil Remediation Standards set forth in N.J.A.C.7:26D Remediation Standards dated November 2009. One groundwater sample was collected and analyzed for TCL VOCs (EPA Method 8260), SVOCs (EPA Method 8270C), PCBs (EPA Method 8082) and RCRA 8 metals. The groundwater analytical results were compared to New Jersey Groundwater Quality Standards N.J.A.C.7:9C, Specific Ground Water Quality Criteria, Class II. Tectonic evaluated the analytical data and prepared a report with recommendations for on-site management of excavated spoil and requirements for off-site disposal.

PROJECT NAME: Ornithological Study LOCATION: Jackson, New Jersey CLIENT: Black & Veatch CONTACT: Valerie Moore, (201) 290-7560 One Kalisa Way, Suite 308, Paramus, NJ 07652

Tectonic performed a formal site-specific ornithological study for evaluation of potential impacts to threatened and endangered bird species, local breeding birds, and known migratory birds of New Jersey in accordance with Chapter 109, Article XIII of the Jackson Township Code. Tectonic also assisted in the preparation and review of a formal ornithological study report submitted to the client for subsequent review and evaluation by the Township Conservation Commission. Tectonic’s diligent efforts resulted in the project’s full compliance with applicable federal, state, and local wildlife regulations.

PROJECT NAME: Preliminary Assessment of Property Lots LOCATION: Vacant Land, Paterson, New Jersey CLIENT Verdant LLC for Paterson Habitat for Humanity CONTACT: Juliana Dave, (973) 595-6868 146 North 1rst Street, Paterson, NJ 07522

PROJECT NAME: Floodplain, Wetlands, & Wildlife Compliance Review LOCATION: River Edge, New Jersey CLIENT: SBA Communications CONTACT: Nichole Arntz, (561) 226-9428 5900 Broken Sound Parkway, Boca Raton, FL 33487

Tectonic was retained to provide Floodplain permitting review and support for proposed disturbances within a parcel of land located immediately adjacent to the Hackensack River pursuant to the Flood Hazard Area Control Act (N.J.A.C 7:13-3,4). Tectonic evaluated and assisted with revisions to site plans in order to verify compliance with applicable flood hazard area and riparian zone setbacks.

Additionally, Tectonic performed a preliminary review of the proposed area of disturbance in accordance with the Freshwater Wetlands Protection Act, evaluating potential applicable permitting requirements, subsequently preparing and submitting formal project review requests to the U.S. Fish and Wildlife Service (USFWS) and the New Jersey Department of Environmental Protection’s (NJDEP) Natural Heritage Program in order to provide preliminary review of potential adverse impacts to federally or state-listed threatened or endangered species, resulting in formal concurrences of “no adverse impact” from each regulatory agency.

PROJECT NAME: Floodplain, Wetlands & Wildlife Compliance LOCATION: Fairlawn, New Jersey CLIENT: Black & Veatch CONTACT: Valerie Moore, (201) 290-7560 One Kalisa Way, Suite 308, Paramus, NJ 07652

Tectonic performed a preliminary review of the proposed area of disturbance for evaluation of potential adverse impacts to floodplains, wetlands, and associated federal or state-listed endangered and threatened species. Additionally, Tectonic prepared and submitted formal project review requests to the NJDEP Division of Land Use Regulation for assessment of applicable Flood Hazard Area Verification and Individual Permit requirements. Tectonic’s personnel coordinated closely with personnel from the NJDEP’s Natural Heritage Program, resulting in a formal determination of “no adverse effect” to listed species for the proposed project.

PROJECT NAME: Darlington County Park – Groundwater Investigation LOCATION: County of Bergen, NJ CLIENT: Bergen County Department of Health Services

A remediation was substantially completed at the Darlington County Park culminating in a conditional closure. The NJDEP required ongoing periodic maintenance of the groundwater. Tectonic’s role was to assist with meeting immediate compliance obligations and closing out the remediation.

The sentinel well of the monitoring well array at the Site was damaged and lost due to the park’s maintenance activities, potentially due to the snow ploughing in that area. A new sentinel well was installed and sampled. During the removal of one 1,000 gallon gasoline NJDEP-Regulated Underground Storage Tank (RUST), petroleum contaminated soil was encountered and later excavated. Groundwater was found to be impacted and a six (6) monitoring well (MW) array was installed at the Site. A CEA was established on the site and monitoring of the groundwater was performed. Tectonic assisted in the continuation of monitoring the groundwater in an attempt to close the case, as well as the installation of a new sentinel well. Darlington County Park encompasses approximately 178 acres of land.

Tectonic completed and filed an LSRP Notice of Retention at the NJDEP. This enabled the NJDEP to receive technical document work product from Tectonic on behalf of the Bergen County Department of Health Services. Tectonic completed a proximate RE, and prepared a report and companion NJDEP submittal form. Tectonic endorsed the appropriate ARF for the Site with the NJDEP. Tectonic prepared the RI filing using the prior technical reports.

Tectonic prepared and filed a final Remedial Action Report (RAR) with a case inventory document (CID) and a Response Action Outcome (RAO) for the groundwater.

B. Resumes of Key Personnel

Summary: Years of Experience: 30 As Vice President and Manager of Environmental Services, responsibilities include: Years with Firm: 20 managing technical services, business development, staff administration, developing conceptual models for site evaluation, and directing a wide range of environmental Education: programs and services, including: Phase I, Phase II and Phase III ESAs; M.S. Civil Engineering underground storage tanks (USTs) and petroleum spill investigations, remediation (Geotechnical) plans and removals; remedial design of metals contaminated sites; vapor and gas Rensselaer Polytechnic Institute, treatment systems; solid waste landfill investigations, closure design and construction Troy, New York phase services; hydrogeologic investigations, aquifer characterization, pump tests, water quality monitoring and groundwater supply well development; ecological B.S. Geologic Science (Structural) studies including wetlands and endangered species; NEPA/SHPO permitting and SUNY Albany compliance; historic preservation and archeological studies; and large scale Albany, New York environmental plans at earthwork construction sites requiring HASPs, CAMPs, Soil Management Plans, and air monitoring of vapors and particulates. In addition, Licenses/Certifications: responsible for geotechnical investigations involving: subsurface investigation; slope stability analysis; geotechnical design and construction phase services for building foundations, retaining walls, floor subgrades, pavements and engineered earth  Professional Engineer: New York, Connecticut, New Jersey structures; slope stability analysis; underdrain system design; and application of geosynthetic materials for drainage, earthwork and structures.  Connecticut Licensed Environmental Professional (L.E.P. #471) Relevant Project Experience:

 Certified Professional Geologist (CPG #8655) Darlington County Park – Groundwater Investigation, Bergen County, NJ – Project Engineer – The project involved a remediation that was substantially  Licensed NJDEP Subsurface completed at the park culminating in a conditional closure. The NJDEP required Evaluator (# 458599) ongoing periodic maintenance of the groundwater. Tectonic’s role was to assist with  OSHA 40 Hour Hazmat; meeting immediate compliance obligations and closing out the remediation. The OSHA sentinel well of the monitoring well array at the Site was damaged and lost due to the

 OSHA Site Supervisor park’s maintenance activities, potentially due to the snow ploughing in that area. A Training – 8 hour new sentinel well was installed and sampled. During the removal of one 1,000 gallon gasoline NJDEP-Regulated Underground Storage Tank (RUST), petroleum  NYCOER Turbo Trained contaminated soil was encountered and later excavated. Groundwater was found to Professional – Gold Certified be impacted and a six (6) monitoring well (MW) array was installed at the Site. A CEA was established on the site and monitoring of the groundwater was performed. Memberships: Tectonic assisted in the continuation of monitoring the groundwater in an attempt to close the case, as well as the installation of a new sentinel well. Darlington County

 American Institute of Park encompasses approximately 178 acres of land. Professional Geologists (AIPG) – Member H2M Group, Imperial Oil Company/Champion Oil Site, Marlboro Township, NJ – Project Manager/Senior Environmental Engineer - Performed geotechnical  ACEC Strategic Planning Committee -Member 2010 brownfield services on this hazardous waste site consisting of a major oil storage facility (MOSF) Services included wetland delineation and mitigation design services;  ACEC Energy Committee - Member 2011 physical testing of environmental soil samples; and provided geotechnical recommendations for construction dewatering in support of site remediation. On site  ACEC Energy Committee - Member 2012 soils are contaminated with arsenic, lead, PCBs and other metals. Performed work in accordance with on site Health & Safety Plan using OHSA 40 hour trained staff and  ACEC Energy Committee - Member 2013-2014 medical monitoring. Reviewed all boring logs and provided recommendations for horizontal and vertical locations of required soil tests including grain size (ASTM D 422), moisture content (ASTM D 2216), Atterberg limits (ASTM 4318), Hydraulic Conductivity (ASTM D 5084), Permeability (ASTM D 2434), Modified Proctor (ASTM D 1557), and compressive strength (ASTM D 2166). Peter T. Sutherland, P.E., L.E.P., C.P.G. Vice President & Manager of Environmental Services Lower South Street, Peekskill, New York – Project Engineer - The project involved an Environmental Site Investigation for the subject property to evaluate conditions across 2 parcels used as a junkyard and as a solid waste transfer station. Prepared an investigation work plan and directed the geophysical survey, Geoprobe and test pit subsurface investigation and the soil gas sampling investigation. Evaluated the analytical data and prepared the site investigation report which identified areas PCB and petroleum contaminated soils. Prepared a cost estimate for additional investigation and for remedial removals of contaminated soil.

Newport Plaza Commerce Bank, Jersey City, NJ – Project Engineer - The project consisted of construction of a new Commerce Bank on land impacted with aromatic and petroleum hydrocarbons and heavy metals in excess of cleanup criteria set forth by the NJDEP. As project manager, scoped and directed environmental compliance activities, including: preparation of a community air monitoring plan (CAMP); environmental health & safety plan (EHASP); and construction phase air monitoring services. Served as the Site Health and Safety Officer (SHSO) and supervised multi-disciplinary teams of scientists, engineers, and subconsultants providing analytical laboratory soil sample characterization. Provided environmental compliance monitoring during all ground disturbance and excavation activities for particulates and VOC/SVOC emissions in accordance with the remedial plan and NJDEP guidelines. Directed all environmental controlled inspections, including: field observation of excavated soil; ambient air monitoring using a photo-ionization detector (PID) for VOCs and SVOCs and Miniram for nuisance dust (inhalable particulates) impacted with heavy metals; soil sampling for waste characterization; data review of analytical laboratory test results; verification of the vapor barrier installation used as a soil cap beneath the building.

Corporex, Hotel & Health Spa, Chestnut Ridge Brownfields Project, NY & NJ – Project Manager/Senior Environmental Engineer - Performed Phase I ESA and Phase II ESA activities for a brownfields remedial investigation under the NYSDEC Brownfield Cleanup Program (BCP) on five contiguous parcels relative to past commercial uses involving: a pool contractor’s UST, subsurface floor drains, and fill debris; earthwork construction storage yard; and low level volatile organic compound and MTBE contamination in groundwater from other site uses (2004). Assisting with Brownfields funding eligibility under the Brownfield Cleanup Program (BCP). In addition, performed a preliminary geotechnical investigation consisting of 15 test pits for the proposed commercial development of a multi-story hotel and separate health spa on this 19.2 acres of former mixed farmland and commercial uses. Provided preliminary recommendations for the bearing capacity of soils, groundwater conditions and depth to rock.

NYC DDC - Central Park Police Precinct Soil Characterization Services, New York, NY – Project Manager - Providing technical direction and oversight of a project that involves demolishing an existing police precinct building and plans to construct a new building in its place. There are known to have been two (2) 550 gallon fuel oil underground storage tanks (USTs) located adjacent to the existing building on the property. During a previous environmental subsurface investigation, soils impacted with fuel oil were identified on the property up to the edge of the building and within the building footprint. As lead technical engineer, supervised preparation of the remedial investigation and Remedial Investigation Report. Directed the preparation a Remedial Action Plan consisting of an active vapor intrusion control system; underdrains to control groundwater potential impacted with VOCs; and prepared reports including a HASP and CAMP in accordance with TAGM 4031 guidelines.

Lower South Street, Peekskill, New York – Project Engineer - The project involved an Environmental Site Investigation for the subject property to evaluate conditions across 2 parcels used as a junkyard and as a solid waste transfer station. Prepared an investigation work plan and directed the geophysical survey, Geoprobe and test pit subsurface investigation and the soil gas sampling investigation. Evaluated the analytical data and prepared the site investigation report which identified areas PCB and petroleum contaminated soils. Prepared a cost estimate for additional investigation and for remedial removals of contaminated soil.

David J. Morris, L.S.R.P, C.S.P., C.H.M.M. Director of Environmental Services in New Jersey

Years of Experience: 28 Summary: Years with Firm: 6 Mr. Morris manages hazardous materials programs, including: mold & bio-aerosols, asbestos- containing materials (ACM), lead-based paint (LBP), underground storage tanks (USTs), solid and Education: hazardous wastes (S/HW), universal wastes (UW) and other contaminants related to building renovation and demolition activities. Mr. Morris routinely prepares hazardous materials identification B.S. Environmental Analysis & Pollution and quantification surveys, and subsequent remediation design specifications; manages mold, Monitoring asbestos, lead paint and hazardous materials abatement projects; designs and implements FAM/field screening and delineation of contamination during site investigations (SIs) and remedial Farnborough College, Farnborough, UK investigations (RIs); prepares strategic monitoring programs for workplace exposure to chemical and physical hazards; and conducts indoor air quality (IAQ) assessments. Mr. Morris has extensive Licenses/Certifications: experience with the administration and execution of complex Term Contracts for inspection, testing and remediation services with Federal, New York, New Jersey and Multi-state Agencies. Mr. Morris  State of NJ, License Site Remediation is well-versed in New York State, New York City, New Jersey and federal environmental regulations Professional pertaining to USTs, IAQ, ACM, hazardous materials management and occupational safety. #509876 Relevant Project Experience:  NYS DOH Asbestos Inspector, Project Monitor, Air Sampling Technician, Darlington County Park – Groundwater Investigation, Bergen County, NJ – Project Manager – Supervisor The project involved a remediation that was substantially completed at the park culminating in a conditional closure. The NJDEP required ongoing periodic maintenance of the groundwater.  US EPA Accredited AHERA Asbestos Tectonic’s role was to assist with meeting immediate compliance obligations and closing out the Inspector, Project Monitor, Air remediation. The sentinel well of the monitoring well array at the Site was damaged and lost due to Sampling Technician, Supervisor the park’s maintenance activities, potentially due to the snow ploughing in that area. A new sentinel well was installed and sampled. During the removal of one 1,000 gallon gasoline NJDEP-Regulated  NIOSH 582, Airborne Asbestos Underground Storage Tank (RUST), petroleum contaminated soil was encountered and later Sampling & Identification excavated. Groundwater was found to be impacted and a six (6) monitoring well (MW) array was installed at the Site. A CEA was established on the site and monitoring of the groundwater was  NYS DEC Certified Trainer Certificate performed. Tectonic assisted in the continuation of monitoring the groundwater in an attempt to #181 close the case, as well as the installation of a new sentinel well. Darlington County Park encompasses approximately 178 acres of land.  NJ DEP SubSurface Evaulation Certificate #0014724 Habitat for Humanity, Phase II ESA, Paterson NJ, Project Manager - Tectonic performed a Site Investigation (SI) in general accordance with the New Jersey Department of Environmental  CTDHS Asbestos Project Monitor Protection’s Site Remediation Program to assess potential soil contamination associated with a Leaking Underground Storage Tank that had been previously removed. The investigation included  Professional Environmental Auditor, the excavation of one test pit to an approximate depth of ten feet below the existing ground surface. PEA One analytical soil sample was obtained from the test pit and was analyzed for Extractable Petroleum Hydrocarbons (EPH), Polycyclic Aromatic Hydrocarbons (PAHs), and Polychlorinated  Niton, RMD-LP1, MAP-SciTec, & Biphenyls (PCBs). Additionally, three geoprobe borings were performed to depths of approximately PGT-XRF Trained for Lead Testing 19 feet below existing grade. Each geoprobe tube was screened with a MiniRAE 3000 photoionization detector (PID) for the presence of Volatile Organic Compounds (VOCs).

Paterson Habitat for Humanity Purchase Lots, Paterson, NJ, Project Manager - A preliminary assessment was performed in accordance with the New Jersey Department of Environmental Protection’s Site Remediation Program under N.J.A.C. 7:26E – 1.15 for the Paterson Habitat for Humanity. A site reconnaissance was performed to identify any potential areas of concern (AOCs) as defined by N.J.A.C. 7:26E. Additionally, Open Public Records Act (OPRA) documentation was requested from the city of Paterson and was reviewed as were owner and user questionnaires. Upon receipt, these documents were reviewed for any potential AOCs. A preliminary assessment report describing the findings of the investigation was prepared.

Confidential Owner, fmr. Van Raalte Knitting Mill, Saratoga Springs NY – Project Manager - Managed the investigation and remediation of a former knitting mill known as Van Raalte Knitting Mill on behalf of a confidential owner addressing solid and hazardous wastes (bulk and drummed) poly-chlorinated biphenyls (PCBs), wastewater, and ACM.

Buried Transite Pipe Abatement Management, Newark, NJ, Project Manager - Tectonic

David J. Morris, L.S.R.P, C.S.P., C.H.M.M. Director of Environmental Services in New Jersey performed abatement management of buried asbestos-cement piping in active roadways of marine terminal. Tectonic managed all aspects of compliance to satisfy the client, and lessor; the project involved: Prior asbestos survey verification with a site walkover tour to ground-truth the survey; meetings with Port Authority of NY & NJ representatives; coordination with NJ Marine Terminal staff for traffic safety; asbestos abatement design documents (plans & specifications) in accordance with New Jersey Subchapter 8 requirements; Pre-abatement air testing (sampling and analysis) using high-volume air sampling equipment and filter media, with analyses via Phase Contract Microscopy (PCM); Daily abatement attendance, site control, safety monitoring and PCM air testing adjacent to the work areas; Final post-abatement inspection and air testing via Transmission Electron Microscopy (TEM); and Project close out reporting.

Our Lady of Czestochowa, Jersey City, NJ, Project Manager - Tectonic provided LSRP services to assist the OLC School with closure of their site. Prior work at Site included unresolved heating oil Underground Storage Tank (UST) that discharged. The groundwater impacts were revealed. Tectonic opted-in under ARRCS and completed initial Receptor Evaluation (RE), public outreach and notification was completed. The Remedial Investigation Workplan (RIW) was prepared to investigate soils and groundwater surrounding grave. The Soil borings via hydraulic auger are pending, and installation of permanent Monitoring Wells (MW’s) are triangulating the UST grave. The outcome of the Remedial Investigation (RI) of soils and groundwater are pending testing (sampling & analysis) results at this time.

KCR at 3rd Street, LSRP 3rd PRT, Jersey City, NJ, Project Manager - Commercial property redeveloping formixed use. Working for the developer; site had a history of multiple issues with incomplete and insufficient remediation. Leaking tanks were replaced without proper cleanup. Full site case review was conducted integrating data and identifying non-compliance. Tectonic chose to opt-in Administrative Requirements for the Remediation of Contaminated Sites (ARRCS). Underwent public outreach and notification, Receptor Evaluation (RE), Remedial Action Work plan (RAW) was prepared. Site Investigation (SI) of soil and groundwater was completed. Remedial Investigation (RI) of soil was completed through use of a geo-probe. Partial Area Of Concern (AOC) Closure via AOC specific Response Action Outcome (RAO) to satisfy financial lender. Currently obtaining SPLP samples to derive a site- specific impact to Groundwater Soil Remediation Standards (IGWSRS)-(which are case by case rules pursuant to N.J.S.A.58:10B-12a) to resolve lead from historic fill. Remedial Action Report (RAR) and RAO pending.

ER&M at Jonathan Dayton HS, LSRP, Springfield, NJ, Project Manager - An initial Receptor Evaluation (RE) was performed in accordance with New Jersey Administrative Code (N.J.A.C) 7:26E-1.15 to meet the mandatory New Jersey Department of Environmental Protection (NJDEP) submittal deadline of March 1, 2012. In order to complete the initial RE, a 200 foot radius search around the subject property’s borders was performed to find any sensitive populations. A list identifying the potential sensitive populations was created for submittal to NJDEP and included: addresses, facility names and type of use. A map showing the location of these potentially sensitive populations in relation to the subject property was also created for NJDEP submittal. Additionally, a subsurface investigation was performed at the site to determine the vertical and horizontal extent of the impacted soils within the previously documented spill area. The subsurface investigation included the advancement of thirteen geoprobe borings that ranged in depth from 6 feet to 20 feet below existing ground surface. Environmental samples were collected for laboratory analysis. Water samples were collected from previously installed monitoring wells for laboratory analysis.

Sterling Trimming, Jersey City, NJ, Project Manager - This project consisted of an investigation under the New Jersey Industrial Site Recovery Act (ISRA). Pursuant to N.J.A.C. 7:26E-1.14 for notification and public outreach, a public notice in form of a notification letter was prepared and sent to all property owners and tenants in the area within 200 feet of the site boundary.

Turner and the NYC-OEM, WTC #7 Disaster Site, Lower Manhattan – Health and Safety Manager - Managed the safety issues and exposure monitoring at the remediation of the former office building complex at WTC #7 on behalf of Turner and the NYC OEM, including managing hazardous atmospheres and conditions exposure assessments, identification (ID) and quantification (QN) of HMs and conditions, EHOS of demo and loading.

Former Gasoline Station, Paramus, New Jersey – Project Manager - Closed the operating facility, removed all existing tank farms and systems, investigated and remediated former UST fields, Conducted remedial investigation in multiple environmental media. Conducted additional phases of work including aquifer characteristic testing and modeling. Coordinated a fuel impacted soil source area investigation and removal. Performed remedial design for a Light Non-aqueous Phase Liquid (LNAPL) recovery interceptor trench and an active in-situ groundwater treatment system. Submitted remedial action reports and workplans to the New Jersey Department of Environmental Protection (NJDEP). Prepared plans and specifications for the remedial technology installation and coordinated with state and local officials regarding permitting issues.

Ramapo Solid Waste Landfill, Ramapo NY – Health & Safety Officer - Monitored the remediation at an existing solid waste landfill (SWLF), addressing hazardous off-gassing, testing landfill gas exposure, monitoring during cap and liner repairs, and construction safety.

Jersey Ports, Airports, and River crossings – Project Manager - Oversaw the investigation and remediation at operating PANY&NJ facilities, such as the New York and New Jersey Ports, Airports, and River crossings, addressing lead and asbestos.

James A. Upright, P.E. Senior Engineer

Years of Experience: 19 Summary: As a Senior Engineer, responsible for environmental, hydrogeologic, and Years with Firm: 18 geotechnical investigations. Environmental responsibilities include: analyzing environmental data; analysis of GIS data, preparation and review of GIS maps and environmental reports, and supervision and engineering oversight of monitoring well Education: installations; and collection of environmental soil and water samples. Hydrogeologic responsibilities include: groundwater modeling, well siting analysis; inspection and analysis M. Eng. (Geologic Sciences) – Cornell of well pump tests; and preparation of pump test reports. Geotechnical responsibilities University, Ithaca, New York include: analysis of geotechnical data; and preparation of geotechnical reports, controlled inspections of foundation subgrades, soil and rock anchor installations and pile driving. B.S. Geology – Cornell University, Ithaca, Additional construction inspection responsibilities include: earthwork placement; in-place New York density testing of soils with nuclear density gauge; and preparation and review of field inspection reports. Graduate Study – Geotechnical Engineering, University of Idaho, Moscow, Idaho Relevant Environmental Project Experience:

Licenses/Certifications: Darlington County Park – Groundwater Investigation, Bergen County, NJ – Project Engineer – The project involved a remediation that was substantially  NYS LICENSED PROFESSIONAL completed at the park culminating in a conditional closure. The NJDEP required ENGINEER – 2008 ongoing periodic maintenance of the groundwater. Tectonic’s role was to assist with  ASTM Vapor Encroachment Condition meeting immediate compliance obligations and closing out the remediation. The Screening Certificate Holder sentinel well of the monitoring well array at the Site was damaged and lost due to the  OSHA HAZWOPER Site Supervisor park’s maintenance activities, potentially due to the snow ploughing in that area. A new Training - 2006 sentinel well was installed and sampled. During the removal of one 1,000 gallon  OSHA HAZWOPER 8-Hour Refresher – gasoline NJDEP-Regulated Underground Storage Tank (RUST), petroleum 2012 contaminated soil was encountered and later excavated. Groundwater was found to be  OSHA HAZWOPER 40 Hour Training– impacted and a six (6) monitoring well (MW) array was installed at the Site. A CEA was 1999 established on the site and monitoring of the groundwater was performed. Tectonic  OSHA 30-Hour Construction Safety and assisted in the continuation of monitoring the groundwater in an attempt to close the Health Training -2011 case, as well as the installation of a new sentinel well. Darlington County Park  ERSI ArcGIS Trained - Basic and Raster encompasses approximately 178 acres of land. Data Processing – 2007  CETCO Certified Geosynthetic Installtion Newport Plaza Commerce Bank, Jersey City, New Jersey, Staff Engineer - The Inspector - 2008 project consisted of construction of a new Commerce Bank on land impacted with  Troxler Certified – 1999 aromatic and petroleum hydrocarbons and heavy metals in excess of cleanup criteria  Association of Engineering Geologists – set forth by the NJDEP. As staff engineer prepared a community air monitoring plan Member - 2001 (CAMP); environmental health & safety plan (EHASP); and construction phase air monitoring services. Provided environmental compliance monitoring during all ground disturbance and excavation activities for particulates and VOC/SVOC emissions in accordance with the remedial plan and NJDEP guidelines. Provided direction for environmental controlled inspections, including: field observation of excavated soil; ambient air monitoring using a photo-ionization detector (PID) for VOCs and SVOCs and Miniram for nuisance dust (inhalable particulates) impacted with heavy metals; soil sampling for waste characterization; data review of analytical laboratory test results; verification of the vapor barrier installation used as a soil cap beneath the building.

James A. Upright, P.E. Senior Engineer

Walgreen’s New Windsor Spill Investigation and Remedial Closure, New Windsor, NY- Project Engineer - As project engineer, performed technical services for the investigation of a spill caused by an underground storage tank located adjacent to a former commercial building. Performed remedial investigation, prepared a remedial investigation report and provided a remedial action plan in accordance with NYSDEC STARS guidance for SVOC petroleum hydrocarbons to determine the area impacted on the property. Performed engineering oversight of remedial removals and directed end sampling. Prepared a NYSDEC closure report, including results of investigation and documentation of the tank removal with associated transportation manifests and disposal tickets.

Phase 1 and Phase 2 ESA for Review Avenue Redevelopment, Bronx, New York – Project Engineer - The project involved performing a Phase 1 and Phase 2 Environmental Site Assessment (ESA) service for a 3 parcel property located on Review Avenue, Queens, New York. The project was performed for a perspective purchaser of the industrial property for CERCLA liability protection. Performed Phase 1 ESA investigation in conformance with ASTM E1527-05, including: a site visit, interviews with the property owner and government agencies, review of historic records and government database records, data evaluation, and report preparation. Performed Phase 2 ESA investigation including: boring inspection, soil and groundwater sampling, data analysis, and report preparation.

Linden Community Center, Brooklyn, New York – Project Engineer - The project involved performing Environmental Assessment and Phase 1 Environmental Site Assessment (ESA) services for a portion of urban housing complex property located on Stanley Avenue, Brooklyn, New York. The project was performed to meet the requirements of a HUD grant for the construction of a new community center. Reviewed Phase I ESA work performed in conformance with ASTM E1527-05, including: a site visit, interviews with the property owner and government agencies, review of historic records and government database records, data evaluation, and report preparation.

NYC Department of Parks and Recreation- Owl Hollow Fields Environmental Monitoring, Staten Island, NY, Project Engineer Tectonic was selected as the NYSDEC Independent Environmental Monitor for the remedial capping of an 11 acre PCB and solid waste contaminated site at Freshkills Landfill in Staten Island during its conversion into community soccer fields. Tectonic is responsible for verifying that all aspects of Site Management Plan are complied with during remedial activities. Performed oversight of the remedial removal of PCB contaminated soil hotspot, monitored soil excavations and fill delivery and placement activities, and prepared bi-weekly activity summary reports summarizing site monitoring activities for submittal to NYSDEC. Also performed air monitoring using PID and real-time particulate monitors per the approved CAMP in the SMP.

DASNY Lehman College Science Building Air Monitoring, Bronx, New York – Project Environmental Engineer The project consisted of the construction of a new 3-story science building. Directed soil waste characterization environmental sampling and prepared soil waste characterization report for building excavation. Prepared project specific Community Air Monitoring Plan (CAMP) due to high levels of metals and SVOCS in historic fill soils. Directed implementation of the CAMP during excavation phase of construction. Performed particulate and VOC air monitoring. Reviewed daily air monitoring results and prepared weekly air monitoring summary reports.

Fordham University- Community Air Monitoring Plan And Air Monitoring Services, Pure Earth, Bronx, NY Project Manager Provided technical services for the expansion project at Fordham University’s Rose Hill Campus designed to achieve LEED certification. Provided QA/QC reviewed a community air monitoring plan (CAMP) in accordance with the New York State Department of Health (NYSDOH) Generic Camp Guidance (DER-10) and a site-specific Health and Safety Plan (HASP) in accordance with Occupational Safety and Health Administration (OSHA) standards. Provided technical direction for performance of ambient air monitoring conducted using two Minirams, one upwind and one downwind of earthwork activities, in accordance with CAMP, DER-10 guidelines and site- specific requirements and along the property perimeter fugitive dust emissions. Also provide technical guidance on-site monitoring for volatile organic compounds (VOCs) and semi-volatile organic compounds (SVOCs) was performed during earthwork activities using a handheld photo-ionization detector (PID). Established procedures for notifying the contractor to perform measures to control dust, organic vapors and/or odors whenever readings if readings were to exceed threshold levels.

NYC DDC - Central Park Police Precinct Environmental Services, New York, NY – Project Engineer Providing technical direction and oversight of a project that involves renovating an existing police precinct building to a modern facility within a historic landmark building. There are known to have been two (2) 550 gallon gasoline underground storage tanks (USTs) and one 8,000 gallon fuel oil UST located adjacent to the existing building on the property. During a previous environmental subsurface investigation, soils impacted with fuel oil were identified on the property up to the edge of the building and within the building footprint. As technical engineer, performed the remedial investigation and prepared the Remedial Investigation Report. Prepared a Remedial Action Plan consisting of an active vapor intrusion control system; underdrains to control groundwater potential impacted with VOCs; and prepared reports including a HASP and CAMP in accordance with TAGM 4031 guidelines. Designed subslab SVE extraction wells and coordinated the design of a SVE treatment system to extract VOCs from the subslab soils and coordinated design of the SVE treatment system in a custom designed vault located adjacent to the structure. Obtained approval for SVE system from NYSDEC. (2008-2011) Christopher Camacho Environmental Scientist III Years of Experience: 12 Summary: Years with Firm: 2 As an Environmental Scientist, responsibilities include performance of biological surveying and construction monitoring for Timber Rattlesnakes, threatened and endangered (T&E) species Education: monitoring, T&E species presence/absence and suitable habitat assessment surveys including surveying of Right of Ways (ROW); Environmental Inspections (EI) on natural gas an electrical Bachelor of Arts, Earth and transmission ROWs; freshwater and tidal wetland delineations; federal, state, and local Environmental Science, Wesleyan permitting, environmental analysis and assessments; environmental storm-water (SWPPP) University, Middletown, CT, 2006 inspections; air monitoring services; soil and water sample preparation; preparation of Phase I Environmental Site Assessments in accordance with ASTM standard E1527; and National Highlights: Environmental Policy Act (NEPA) reviews.  Qualified Timber Rattlesnake Surveyor in New York, Relevant Project Experience: NYS Housing and Trust Fund Corporation, GOSR Small Business Grant Program, Pennsylvania, and New Jersey Environmental Review Services, Various Locations, New York, Environmental Scientist  Qualified Timber Rattlesnake Responsible for coordination and management of environmental site inspections, owner Construction Monitor in New interviews, and consultation with lead agencies and local government records offices. York, Pennsylvania, and New Determined applicable environmental permit needs for proposed projects and prepared Jersey environmental reviews per State Environmental Quality Review Act (SEQRA) requirements. Tectonic was selected by New York State Homes and Community Renewal (NYSHCR) to  Qualified Wood Turtle perform National Environmental Policy Act (NEPA) Environmental Reviews for the Governor’s Construction Monitor in New Office of Storm Recovery (GOSR) Small Business Grant Program. The program provides grant Jersey assistance to applicants across the 34 disaster counties in New York State. Program funding  NYSDEC 4 Hour Erosion and assistance is from the U.S. Department of Housing Urban Development (HUD) Community Sediment Control Training Development Block Grant-Disaster Recovery (CDBG-DR) program under the Disaster Relief  Methodology for Delineating Appropriation Act of 2013. Tectonic will specifically review projects for their applicability under 24 CFR part 58: “Environmental Review Procedures for Entities assuming HUD Environmental Wetlands - Rutgers University Responsibilities”.  Vegetation Identification for Delineating Wetlands - Rutgers Grand Gorge Communications Tower Project, Delaware County, PA – Environmental University Inspections (EI) Provided required State Pollution Discharge Elimination System (SPDES) environmental inspections on a weekly basis per project permit requirements. Responsibilities included stormwater inspections, preparing weekly inspection reports, determining problem areas, coordinating and inspecting required repairs, and determining areas of the project that required additional seeding and mulching. Columbia Gas/Nisource Line 1278-K, Pike County, PA – Post Construction Environmental Inspections (EI) Provided required post-construction environmental inspections on a weekly basis per project permits. Responsibilities included stormwater inspections, preparing weekly inspection reports, determining problem areas, coordinating and inspecting required repairs, and determining areas of the project that required additional seeding and mulching.

Timber Rattlesnake (TR) Habitat Assessment (Phase I) and Presence/Absence (Phase II) Surveys Extensive experience conducting surveys for proposed pipelines, well pads, access roads, impoundments, compressor stations, and wind farm projects throughout Pennsylvania. This involved surveying proposed disturbance areas as well as a relevant buffer for critical habitat and/or timber rattlesnakes. Prepared and submitted maps and reports to clients and state agencies documenting location of critical habitats and mitigating potential conflicts with timber rattlesnakes.

List of TR Assessment Projects: Penn Pipeline Presence/Absence Surveys, Southcentral PA, Gulf USA 67 Well Pad Habitat Assessment, Centre County, PA, First Energy Ridge Road Electric Line Habitat Assessment, Cameron County, PA, Pennsylvania General Energy COP Tract 322 Pad D Habitat Assessment, Lycoming County, PA, Pennsylvania General Energy Johnson Impoundment, Lycoming County, PA, PVR Fuller Pipeline Habitat Assessment, Lycoming County, PA, National Fuel Gas Trout Run Pipeline Habitat Assessment and Presence/Absence Survey, Lycoming County, PA, Warrensville Pipeline Presence/Absence Survey, Lycoming County, PA, Centre Christopher Camacho Environmental Scientist III County Wind Farm Habitat Assessment and Presence/Absence Survey, Centre County, PA, Seneca 007 Well Pads Presence/Absence Survey, Tioga County, PA, Free Library Pipeline Habitat Assessment, Clinton County, PA, Entech Tioga Extension Pipeline Habitat Assessment and Presence/Absence Survey, Tioga County, PA, State Game Lands 12 Pipeline Habitat Assessment and Presence/Absence Survey, Bradford County, PA, Pennsylvania Tract 293 Seismic Line Habitat Assessment, Lycoming County, PA, PVR Laurel Mountain Pipeline Habitat Assessment, Lycoming County, PA, PVR Hickok Extension Habitat Survey, Lycoming County, PA, Seneca Tioga County Seismic 3D Habitat Assessment, Tioga County, PA, Mehoopany Wind Farm Habitat Assessment, Wyoming County, PA, Rausch Creek Habitat Assessment, Schuylkill County, PA, Tennessee 300 Line Habitat Assessment and Presence/Absence Survey, NJ and PA. (2009-2015)

Timber Rattlesnake Construction Monitoring Provided active job site construction monitoring to ensure there are no negative encounters between venomous snakes and construction personnel. Remained on-site and on-call throughout the workday, actively searching the construction area and surrounding areas for timber rattlesnakes. Responsible for checking all equipment, supply stockpiles, silt fencing, as well as the construction work area for the presence of timber rattlesnakes and capturing and relocating any timber rattlesnakes encountered. Provided on-site safety orientations and general information regarding timber rattlesnake identification and behavior. Oversaw habitat re-creation required by the Pennsylvania Fish and Boat Commission. Submitted maps and reports to clients and state agencies.

List of TR Construction Monitoring projects:

Con Edison L-Line Feeder 398 Transmission Corridor, Dutchess County, NY, Anadarko 231 D/Litke to 231 A Compressor, Centre County, PA, Range Resources Roupp Pad Waterline, Lycoming County, PA, Anadarko Seely North Pipeline, Lycoming County, PA, Anadarko Seely West Pipeline, Lycoming County, PA, Anadarko Kenmar Pad A Flow Line, Lycoming County, PA, Pennsylvania General Energy COP Tract 322 Pad B, Lycoming County, PA, Pennsylvania General Energy Pad F, Lycoming County, PA, Pennsylvania General Energy Silver Springs Road Upgrade, Lycoming County, PA, Anadarko Lycoming Hunting and Fishing Club Low Pressure 8 Inch Line, Lycoming County, PA, Pennsylvania General Energy COP Tract 322 Pad E, Lycoming County, PA, Anadarko Lycoming Hunting and Fishing Club Pad F Flow Line, Lycoming County, PA, Range Resources Cornwall B Unit, Lycoming County, PA, Range Resources Laurel Hill B Unit, Lycoming County, PA, Pennsylvania General Energy COP Tract 322 Pipeline, Lycoming County, PA, Pennsylvania General Energy COP Tract 322 Pad B, Lycoming County, PA, Anadarko Beech Creek Flow Line, Clinton County, PA, Anadarko Lycoming Hunting and Fishing Club, Red Fox, and Litzelman Pipeline, Lycoming County, PA, Anadarko Beech Creek Pad 343 C to Pad 653 C Pipeline, Clinton County, PA, Anadarko COP Tract 731 Pipeline, Lycoming County, PA, Anadarko Sinking Springs Pipeline, Lycoming County, PA, Anadarko Sproul Trunkline, Clinton County, PA, Anadarko Warrensville Pipeline, Lycoming County, PA, South Chestnut Wind Farm, Fayette County, PA, XTO Dry Run Pipeline, Clinton County, PA, Anadarko Bull Run Pipeline, Lycoming County, PA, Anadarko Pine Creek #2 Pipeline, Lycoming County, PA, Pennsylvania General Energy Honniasont Pipeline, Lycoming County, PA, PVR Coal Mountain Pipeline, Lycoming County, PA, Anadarko Larry’s Creek Pipeline, Lycoming County, PA, Anadarko Grugan Gathering Line, Lycoming County, PA, Algonquin Ramapo Extension Project, Rockland County, NY, Millennium Pipeline Project, Orange County, NY (2007-2015).

NYC Reforestation 2030 Project, New York, NY – Arranged research plots and identified vegetation, collected soil samples, and took GPS data on individual research plots in an urban environment. Surveyed potential reforestation sites, analyzed vegetation communities, and soil samples to determine which trees were best adapted to survive at survey sites.

Pig-nosed Turtle Research Project, Daly River, Australia – Monitored Pig-nosed Turtle (Carettochelys insculpta) populations in the Northern Territory, Australia. Performed experiments to identify the hatching stimulus of Pig-nosed Turtle eggs. Laboratory experiments tested the hypotheses that groups of (sibling) embryos can hatch and emerge more rapidly than solitary embryos, and that a vibration cue can expedite hatching relative to a hypoxic cue alone. Demonstrated a vibration cue for hatching: vibration-induced hatching latency (ca. 8 min) was shorter than the hypoxia-induced hatching latency (ca. 16 min). Latency to both hatching and emergence from experimental nests was signiﬁcantly shorter in groups of eggs than solitary eggs, when subjected to hypoxic conditions (perfusion in gaseous nitrogen or immersion in water). This suggests that pig-nosed turtle embryos can detect and respond to sibling vibrations, and that these embryonic signals may increase the survival of siblings by reducing the latency to hatch and emerge under ﬂood conditions.

Herpetological Inventory of Long Island, Brookhaven National Laboratory, Upton, New York, - Performed general herpetological inventories at the Brookhaven National Laboratory. Also, conducted surveys for Eastern Hognose Snakes and Southern Leopard Frogs throughout Long Island and performed radio-telemetry of Eastern Hognose Snakes, Spotted Turtles, and Box Turtles on Long Island and Staten Island. Assisted in discovery and surveying for newly described Atlantic Coast leopard frog. (2005-2006)

Asbestos Remediation A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: CDBG-DR Asbestos Abatement-Single Family Residential Homes LOCATION: Various Locations, New York CLIENT: NYS Homes and Community Renewal/ NYS Housing and Trust Fund Corporation/ GOSR CONTACT: Thomas King, (646) 417-4660 99 Washington Avenue, Suite 1224, Albany, NY 12231

Tectonic performed minor asbestos abatement activities in single family residential homes in connection with its administration of the U.S. Department of Housing and Urban Development (HUD) Community Development Block Grant- Disaster Recovery (CDBG-DR) funds appropriated by the Disaster Relief Appropriations Act, 2013 (Pub. L. 113-2). Based on the nature and location of the asbestos containing building materials, abatement was completed by utilizing either the glove bag method via 29 CFR 1926.1101(g)(5)(ii) [e.g. thermal system insulation (TSI)] or full containment with a negative pressure zone [e.g. surfacing material or insulation].

Project Challenges: A significant amount of time had lapsed since the initial GOSR environmental condition inspection and reporting [ECR] had been completed. Therefore, at many of the sites, there were significant changes in conditions requiring approval from GOSR for additional fees.

PROJECT NAME: A/EOR Services for ACM and Soils Remediation, Building 250, Port Newark LOCATION: Newark, NJ CLIENT: TRT International CONTACT: Oleg Mitnik, (973) 344-7100 250 Port Street, Newark, NJ 07114

Tectonic provided Environmental Services to TRT International for facility improvements and interior renovations to existing office space, new loading docks, roll-up doors, new asphalt paving, and exterior overhead doors. Tectonic’s role was to verify the work performed and the work products delivered were performed in accordance with proper laws, regulations, and industry standards by subconsultants hired by TRT International. Tectonic prepared and submitted the TAA Form 531 to establish the role of A/EOR as the Professional Engineer responsible for review environmental services and deliverable products. Tectonic reviewed documents, verified work was performed by qualified entities and persons, and signed off on documents and drawings prepared by qualified parties providing environmental services. Tectonic reviewed the work of EnviroVision and others for proper conformance with applicable laws, regulations, and industry standards in the state of New Jersey. The scope of work pertained to Asbestos, Lead Based Paint, and site soils that were potentially disturbed as a result of building alterations.

PROJECT NAME: Site Remediation Services LOCATION: Port Newark Container Terminal, Port Newark, New Jersey CLIENT: CH2MHill for Ports America CONTACT: George Stavrou, (908) 415-9685

Tectonic was requested to assist mid-way through a conventional demolition and redevelopment project, when multiple buried asbestos pipe lines were encountered and preventing the completion of the site work.

Tectonic reviewed the facility construction plans, and assessed the material in-place. Tectonic considered the proximate industrial environment, and completed the project design (abatement plans & specifications) pursuant to New Jersey Department of Community Affairs (DCA) subchapter 8 regulations and Port Authority of New York & New Jersey (PANY&NJ) specification guides. Tectonic then proceeded to attend and monitor the abatement work area for safety & compliance to ensure no exposures to proximate port operations. The abatement work was complicated by the excavation and trenching operations involved.

Tectonic undertook perimeter work area air testing (sampling and analysis) to verify the absence of fugitive emissions for the term of the work.

Tectonic completed the post-abatement inspections and air testing via Transmission Electron Microscopy (TEM) methods to verify the absence of residual contamination.

PROJECT NAME: Phase I ESA LOCATION: Cooperstown, New York CLIENT: Verizon Wireless CONTACT: Scott Olson, (518) 449-3900 175 Calkins Road, Rochester, NY 14623

Tectonic conducted a Phase I Environmental Site Assessment per ASTM 1527- 05 for a property located in the Village of Cooperstown. The ESA was performed on the parcel as part of a due diligence investigation for the lease of equipment space in the building on the property. In addition to the standard Phase I ESA investigation, Tectonic also evaluated the site for potential environmental risks from lead based paint, mold, and asbestos. Tectonic collected paint chip samples from building surfaces that might be disturbed to be tested for lead, had the samples analyzed at an ELAP laboratory and compared the values to lead paint standards. Tectonic also identified potential mold and microbial conditions that could impact installation of the antennas in the open bell tower of the building. Tectonic provided an asbestos survey for the interior building areas to determine the presence of ACMs in the area of disturbance. The Phase I ESA investigation revealed lead based paint and mold conditions that required preparation of work plans for construction.

PROJECT NAME: Monroe College Autospa Phase I ESA LOCATION: New Rochelle, New York CLIENT: Holt Construction CONTACT: Robert Blum, (914) 490-1589 50 East Washington Avenue, Pearl River, NY 10965

Tectonic conducted a Phase I Environmental Site Assessment per ASTM 1527- 05 for parcel located along Main Street that was a former auto repair facility. The ESA was performed on the parcel as part of a due diligence investigation for the purchase and redevelopment of the commercial properties as a dormitory for Monroe College. The ESA investigation included site reconnaissance, interviews with the property owner and local officials, review of reasonably ascertainable records, review of historic documents including aerial photographs and topographic maps, and preparation of the Phase I ESA report. The Phase I ESA investigation revealed several recognized environmental conditions in connection with the property including an underground storage tank.

Tectonic also provided an ACM Survey to characterize interior and exterior building materials will be performed to determine which materials contain asbestos (ACM prior to demolition as required by the New York State Department of Labor Regulations. The visual assessment included sampling of exposed readily available suspect materials, and as necessary, the opening of surfaces/materials (walls, ceilings, access plates and panels) to identify any suspect materials that may contain asbestos.

Samples were taken and analyzed in accordance with New York State Department of Health (NYS DOH) Requirements. Non-Friable Organically Bound (NOB’s) Samples were analyzed by Polarized Light Microscopy (PLM) procedures and then further analyzed via Transmission Electron Microscopy (TEM) as required by NYS DOH, if asbestos was not detected during the first analysis. An ACM survey report was provided detailing those representative locations sampled or observed to likely contain ACM.

B. Resumes of Key Personnel

 NYS DEC Certified Trainer Certificate Chubb Computer Services, Inc., Manhattan, NY – Technical Consultant - Downtown training #181 facilities, Lower Manhattan Completed investigations at an operating educational facility on behalf of Chubb Computer Services, Inc. managing hazardous substances and residual asbestos dusts.  NJ DEP SubSurface Evaulation Certificate #0014724 PANY&NJ, New York and New Jersey Ports, Airports, and River crossings – Project Manager - Oversaw the investigation and remediation at operating PANY&NJ facilities, such as the New York  CTDHS Asbestos Project Monitor and New Jersey Ports, Airports, and River crossings, addressing lead and asbestos.

 Professional Environmental Auditor, Confidential Client, CC&S, North Bergen NJ – Technical Consultant - Reviewed the PEA investigations at a former asbestos fabricator known as CC&S and provided expert witness testimony.  Niton, RMD-LP1, MAP-SciTec, & PGT-XRF Trained for Lead Testing Private Developer, Chemical Manufacturer, Lyndhurst NJ – Project Manager - Managed investigations at a former chemical manufacturer known as DCC on behalf of a private developer involving solid and hazardous wastes (bulk, drums and laboratory-packs) and asbestos-containing

materials (ACM).

Ikea Properties USA, fmr. Alexander's Retail Store NJ, Paramus NJ – Project Manager - Completed the investigations at a former commercial/retail facility known as Alexander's Retail Store on behalf of Ikea involving solid and hazardous wastes (bulk, drums and laboratory-packs), including identification (ID), quantification (QN), waste classification (WC) and disposal of drums, groundwater investigations, soil investigations, subsurface geophysical and UST remote sensing, and PCB- testing.

USEPA FUSRAP Program, Maywood Interim Bulk Storage Site (MISS) Peripheral Properties, Maywood NJ. Assistant Project Manager - Completing investigations at a former radioactive fill site associated with the Maywood Interim bulk Storage Site (MISS) under the USEPA FUSRAP program involving residuals of radiological contamination.

Confidential Bank, fmr. American Bus Rebuilders, Newark NJ – Project Manager - Managed

David J. Morris, L.S.R.P, C.S.P., C.H.M.M. Director of Environmental Services in New Jersey the investigation and remediation of a former automotive fabricator known as American Bus Rebuilders on behalf of a confidential bank addressing solid and hazardous wastes (bulk, drums and laboratory-packs), waste pigments and dyes, ACM, historic fill (HF), USTs, drummed wastes, and laboratory chemicals.

NYCHA facilities, 5 Boroughs NYC – Assistant Project Manager - Consulted on the remediation of numerous operating housing complexes, collectively referred to as NYCHA facilities, involving bulk and drum hazardous waste identification (ID), quantification (QN), waste classification (WC) and removal of USTs.

NYCLD, 5 Boroughs NYC – Assistant Project Manager - Coordinated the investigations at current city-owned facilities on behalf of the NYCLD involving sampling rebuttal inspections, budgetary costs’ calculations and litigation support.

DASNY, CCNY and CUNY halls, NYC – Field Inspector - Completed the abatement design documents for several DASNY facilities including CCNY and CUNY halls.

Confidential Developer, Tuxedo Park, NY – Project Manager - Designed and Implemented biohazardous waste delineation and removal program, residual mold air and surface sampling and remediation management.

NYC-EDC, St. George Ferry Terminal, Staten Island NY – Health & Safety Officer - Oversaw the investigations at an operating ferry terminal known as St. George on behalf of the NYC-EDC involving solid and hazardous wastes, including LBP abatement, ACM abatement work plans and EHOS for demo and construction.

NYCDOT/Perini/O&G, Williamsburg Bridge Manhattan NY – Site Safety Manager Developed Health and Safety Plan (HASP), decontamination and soil disposal work plans. Provided on-site supervision and exposure assessments, performed multiple confined space entries, and supervised pesticide cleanup. Supervised hazardous waste management, loading, transportation and disposal coordination.

Land Surveying A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: Boundary Surveys- Wanaque Reservoir LOCATION: Wanaque, New Jersey CLIENT: North Jersey District Water Supply Commission (NJDWSC) CONTACT: Ronald Farr, (973) 835-3600 One Orechio Drive, Wanaque, NJ 07465

Tectonic was awarded a substantial project with the North Jersey Water Supply Commission to survey over 38-miles of aqueduct routes and 6,800- acres of rugged terrain. The property area has not been surveyed in over 50 years. This project is likely the largest survey project awarded in New Jersey in over 40 years.

Tectonic will perform boundary surveys of 3 aqueduct routes running through 3 counties in Northern New Jersey. The properties to be surveyed are a combination of easements and properties owned by the Commission, and total over 38-miles in length. Tectonic will re-establish the location of the boundary line so that the Commission can determine and remove encroachments on the aqueduct. Over the years, property owners have built sheds, fences, pools, and tennis courts over the aqueduct. This has created a serious situation since the pipeline is only 3 feet underground in some locations.

Tectonic will also survey the approximately 6,800-acres of property the Wanaque Reservoir sits on. The boundary line will be re-established and encroachments will be mapped. With a rugged terrain surrounding the Reservoir, Tectonic will access and negotiate the property on foot as vehicles will not be able to operate in that area. At the completion of the survey, Tectonic will set an estimated 150 capped iron rods at property corners.

PROJECT NAME: Port Authority of NY & NJ Term Agreement for Surveying Services LOCATION: Various Locations throughout New York & New Jersey CLIENT: Port Authority of NY & NJ CONTACT: Rich Danko, (201) 595-4844 One Madison Avenue, 5th Floor, New York, NY 10010

Tectonic is providing as-needed surveying services for Ports, Airports, Bridges, Roads, Railways, and Structures under our third two-year term agreement with the Authority. A small sampling of projects completed include:

Goethals & Bayonne Bridges – Tectonic provided a topographic/grid survey for 100 yards of the approach lanes through the toll booths on the New York City side of the bridge for roadway repaving and provided survey drawings showing 15 foot grid in AutoCAD format.

33rd Street Pathway Station – Tectonic provided a survey with elevations of three levels of the train station, including all public areas of ingress and egress from street level to platform level, and existing surface features in the street over the train station.

Pier 11 and 12 – Upland Area – Tectonic provided topographic/grid and utility survey of the 25-acre dock and Pier 11 in the Red Hook section of Brooklyn, NY. Tectonic provided drawings of the survey showing all improvements measured with spot elevations to one-hundredth of a foot on a 25-foot grid and two-tenths of a foot contour interval. The drawings were provided to the Port Authority in AutoCAD format, meeting the strict drafting and layer standards required by the agency.

Port Authority Bus Terminal, 42nd Street, New York, NY – Tectonic provided interior survey of the Port Authority building with horizontal locations and elevations of the floor surface and ceilings. Tectonic prepared 3-Dimensional mapping and cross-sections in AutoCAD format of the building interior in order for the Port Authority to determine the maximum height of buses the structure could accommodate.

Palisades Interstate Parkway / George Washington Bridge Interchange – Tectonic provided surveying and mapping of existing approach ways and areas to be acquired for the relocation and upgrading of new traffic patterns. The mapping is being performed using AutoCAD 2000 Land Development Desktop utilizing new drafting standards set up by the Port Authority so the project can be tied into their GIS System.

Stewart International Airport, Newburgh, NY Tectonic prepared a boundary survey meeting the 2005 “Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys” of Stewart International Airport, located in the Towns of New Windsor and Newburgh, Orange County, New York. The survey encompassed the airports 2,400 acre parent parcel along with 2 excepted interior parcels and 19 leasehold parcels. Due to the tight period, and complex features of the airport, aerial photography was utilized to help map the surface features.

15 pairs of control monuments were also set within the airport with State Plane Coordinates and elevations established through an extensive GPS control network.

PROJECT NAME: NJDEP Green Acres Survey LOCATION: Totowa, New Jersey CLIENT: Borough of Totowa, New Jersey CONTACT: Joseph Wassel, (973) 956-1000 537 Totowa Road, Totowa, NJ 07512

Tectonic was retained by the Borough of Totowa to provide land surveying services as part of the Community Development Block Grant-Disaster Recovery (CDBG-DR) Program. Tectonic is currently performing surveys on an as-need basis for four (4) to five (5) properties located within the Borough that were affected by natural disasters. All mapping and work being performed is in accordance with the Standards set by the NJDEP for Green Acres surveys and in accordance with all State Statutes and Administrative Codes pertaining to Land Surveying. The deliverables include the survey maps and all Green Acres forms required by the NJDEP.

PROJECT NAME: GIS Survey and Mapping, Sanitary Sewer Mains LOCATION: Waldwick, NJ CLIENT: Fred Cook Jr., Inc. CONTACT: Brian Cook, (845) 739-3300 PO Box 71, Montrose, NY 10548

This project consisted of a GIS survey location of the sanitary sewer infrastructure in the Township of Waldwick, New Jersey. Approximately 4,000 lineal feet of sewer main were cleaned, inspected and mapped. This project was completed utilizing Global Positioning System (GPS) technology and robotic video inspection equipment. Services included Project Management of the GIS mapping and coordinating the video inspection data. The results of the survey and video inspection were incorporated into the Town of Waldwick’s Geographic Information System (GIS) utilizing ESRI ArcMap and WinCan software. All data was digitally linked and the data layers were digitally compiled to complete the mapping using the Universal Transverse Mercator (UTM), NAD83 coordinate system.

PROJECT NAME: FEMA Flood Study LOCATION: Various Locations, Northern New Jersey CLIENT: GeoMaps International, Inc. CONTACT: Bill Crawbuck, (516) 827-9100 395 Central Avenue, Bethpage, NY 11714

Under a contract with Geomaps International, Inc., Tectonic provided the field measurements of structures, bridges, and drainage channel cross sections, of 163 miles of streams and rivers throughout northern New Jersey. All measurements were tied together using a control network set up with survey grade GPS receivers and based on the New Jersey State Plain Coordinate System (NAD83) and the North American Vertical Datum of 1988. The survey conformed to the “Guidelines and Specifications for Flood Hazard Mapping Partners” and was provided to Natural and Technical Hazards Management Consulting, Inc. in digital format for input into their hydraulic modeling software. The data was provided for the purpose of re-assessing the flood plain elevations and locations for the Federal Emergency Management Agency’s (FEMA) Map Modernization program.

PROJECT NAME: Topographic/Boundary Survey at Englewood Hospital LOCATION: Englewood, NJ CLIENT: Englewood Hospital and Medical Center C/O Central Consulting CONTACT: Tamika Pounds, (212) 779-7505 350 Engle Street, Englewood, NJ 07631

Tectonic performed a Boundary/Topographical survey of a portion of the hospitals campus to be utilized to develop a site plan for two projects. The first project was a new employee parking garage. All improvements including curbs, drives, utilities, landscaping and the existing building were located. Spot elevations were shot on a 50 foot by 50 foot grid to develop an accurate grading plan. In addition all doorways and the floor elevation on all floors facing the proposed garage were located. The second project was an addition to the existing “Berrie Building”. Again the locations of all improvements were shown with spot elevations being taking at a 25 foot by 25 foot grid. Finished floor elevations were also taken on all floors on the side of the building where the new addition would be built.

All utilities were mapped in both areas using a combination of existing mapping, visible signs of utilities and ground penetrating radar (GPR). Tectonic provided all utility mark out including the location of the underground detention system and the location of a buried electric vault in the vicinity of the new addition. Tectonic also performed a partial boundary survey of the hospitals property to accurately show the location of the property line with respect to the existing improvements as well as the new proposed improvements.

PROJECT NAME: Monaco East and West Development LOCATION: Jersey City, NJ CLIENT: Roseland Contractors LLC CONTACT: Michael Greene, (973) 218-2300 233 Canoe Brook Road, Short Hills, NJ, 07078

Tectonic prepared a Boundary/Topographic survey of 2.5 acre site located at the corner of Thomas Gangemi Drive (Sixth Street) and Washington Blvd, Jersey City, New Jersey.

The survey will be used as the base mapping to develop a site plan for the addition of a 13 story hotel building and related facilities. The site currently contains one 13 story hotel building. The plan is to add a second building and additional parking. The survey showed all site improvements including utilities and topography on site and in the roadways immediately adjoining the site. This survey was tied to the New Jersey State Plane Coordinate System using GPS Technology.

PROJECT NAME: Fifth Consecutively Awarded Term Agreement Surveying Services LOCATION: Manhattan, New York CLIENT: NYC Dept. of Design and Construction CONTACT: William Oatman, (718) 391-1317 30-30 Thomson Avenue, Long Island City, NY 11101

Under a fifth consecutive renewal of a term agreement with the NYC Department of Design and Construction, Tectonic provided as-needed land surveying services for topographical and property line maps, plan and profile maps, and/or damage maps, and related services for projects located in the boroughs of Manhattan and Queens. All drawings are prepared in AutoCAD format to NYC Department of Design and Construction standards and specifications.

The following is a small sampling of the projects completed to date:

 132nd Avenue and 52nd Street Bay, Queens, NY - Tectonic provided a topographic and utility survey of 19,000 linear feet of roadway. Also, Tectonic prepared plans in accordance with NYC Department of Transportation Standards and Specifications showing spot elevations on twenty five foot stations along the cross section of the road with profiles of roadway surfaces, and all above and below ground utilities.

 World Trade Center Disaster Recovery Effort – Manhattan, NY - Tectonic assisted the NYCDDC with on-site supervision of survey operations and survey crews at the World Trade Center Disaster Site. Survey crews were utilized for the monitoring of standing and hanging debris, building remains slurry wall, crane pads and other various structures for settlement and movement helping assure the safety of people on the site. Tectonic also assisted NYCDDC personnel with setting control points and layout of site features to help expedite the rescue effort.

 Various Streets in Lower Manhattan, NYC - Tectonic performed field survey and mapping meeting New York City Department of Transportation standards of over 8.3 miles of streets in the Wall Street area of lower Manhattan. This project involved the establishment, location and mapping of all right-of-way lines, property lines, surface features and subsurface features including utilities with spot elevations and capacities. The mapping requirements required the preparation of profiles of the street centerline, curb lines, back of sidewalk and of the subsurface storm and sewer lines. The purpose of the mapping is for the design of the reconstruction of the street and infrastructure.

 34th Street, River to River, Manhattan, NY - Tectonic is providing a topographic and utility survey of the entire length of 34th Street from the west side of Manhattan to the east side of Manhattan. Plans are being prepared in accordance with NYC Department of Transportation Standards and Specifications showing spot elevations on twenty five foot stations along the cross section of the road with profiles of roadway surfaces, and all above and below ground utilities.

B. Resumes of Key Personnel

Years of Experience: 23 Summary: Years with Firm: 15 As Survey Manager, responsibilities include Quality Control, supervision of office and field personnel in preparation of Boundary and Topographic surveys, Construction Layout, Control Education: Surveying (including G.P.S.), client contact, Proposals and Cost Estimation, and scheduling of field and office personnel. B.S. Surveying/Engineering State University of New York Alfred State College Relevant Project Experience: A.A.S. Forest Technology, State University of New York School of Environmental Monaco East & West Survey, Jersey City, NJ, Roseland Properties, Project Manager - Science and Forestry Oversaw a Boundary/Topographic survey of 2.5 acre site located at the corner of Thomas New York State Ranger School at Wanakena Gangemi Drive (Sixth Street) and Washington Blvd, Jersey City, New Jersey. The survey will be used as the base mapping to develop a site plan for the addition of a 13 story hotel Licenses/Certifications: building and related facilities. The plan is to add a second building and additional parking. The survey showed all site improvements including utilities and topography on site and in the Professional Land Surveyor: roadways immediately adjoining the site. This survey was tied to the New Jersey State Plane

Coordinate System using GPS Technology.  New Jersey (# 24GS04326500)

 New York (# 50440)  Connecticut (# 70300) Englewood Hospital, Vision General Construction, Project Manager - This project was for the construction of a new addition Englewood, New Jersey. As Project Manager, responsible Memberships: for the supervising of the control survey, construction layout and grading of all improvements & ongoing verification of control lines inside the building. New York State Association of Professional Land Surveyors GIS Survey and Mapping, Fred Cook Jr. INC. Waldwick, New Jersey, Project Manager - This project consisted of a GIS survey location of the sanitary sewer infrastructure in the Delaware-Hudson Land Surveyors Association Town of Waldwick, New Jersey. This project also involved the mapping, video inspection &

cleaning of the sewer infrastructure. Responsibilities included Project Management of the GIS Highlights: mapping and coordinating the video inspection data.  Broad Range of Knowledge and Project Experience Stewart International Airport, Newburgh, NY, Port Authority of New York and New Jersey, Project Surveyor - Under contract with the Port Authority of New York and New  Good Communication Skills Jersey, responsibilities included overseeing the calculations, boundary analysis and preparation of the mapping utilizing field data and aerial photography. The survey  Excellent Analytical Skills encompassed the said airport 2,400 acre parent parcel along with 2 excepted interior parcels and 19 leasehold parcels. The mapping met the 2005 “Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys”. 15 pairs of control monuments were also set with State Plane Coordinates established through the use of an extensive GPS control network.

FEMA Flood Studies New Jersey, Project Manager - As Project Manager, supervised office & field personnel for Stream cross sections and hydraulic structures. Project area encompassed portions of 9 rivers in 3 major drainage systems in New Jersey. Field data will be used to re-assess flood plain elevations and locations. Global Positioning System was used as well as traditional survey methods.

Farrington Road and Hunter Place , New York, Village of Croton-on-Hudson and Public Works, Project Manager - This project was for the reconstruction of roadway, sidewalks, curb and infrastructure improvements in the Village of Croton on-Hudson, New York. Responsible for the supervision of all deed and utility research, setting up and running an extensive horizontal and vertical ground control network, the establishment of property lines along with preparing boundary and topographic mapping of all the improvements and infrastructure within the subject property and the right of way.

Kohl’s Department Stores – New York & New Jersey. Project Manager - As Project Manager, supervised field and office personnel for 8 different project sites throughout New York & New Jersey. Project included matching into existing boundary control and field layout of column lines for construction of buildings and site improvements.

Theodore J. Haines, P.L.S. Vice President/Manager of Survey

Orange Regional Medical Center Middletown, NY – HBE Contractors, Project Surveyor - This project was for the construction of a new 4 story hospital and the associated infrastructure in Middletown, NY. Responsible for providing control lines for layout of the structure, review boundary and project control.

181ST Street Manhattan, NY - Tully Construction Company, Inc. - This project was for the survey monitoring services of a stone wall along Harlem River Drive, Manhattan, NY for the installation of reinforcing steel rods. Responsible for the supervision of all survey monitoring of targets set on the buildings for possible movement.

Westerleigh Road, Pleasantville, NY, Project Surveyor - Was responsible for overseeing all aspects of three mile strip topography. Mapping included right of way, improvements and all utilities. Mapping was to be used to redesign drainage.

City of Middletown Waste Water Treatment Facility, Project Surveyor - As project manager supervised office and field personnel in performing a Topographic & Partial Boundary survey of the City of Middletown’s waste water treatment facility. Survey included detailed location of all equipment and structures including a detailed as-built of the hydraulic profile of the entire facility. Survey will be used as the base mapping for the design of facility expansions.

FEMA Flood Studies, Delaware River Tributaries, NY – Project Surveyor - Was responsible for overseeing all aspects of the survey of approximately 70 miles of rivers in Delaware County, NY including the West Branch Delaware River, Third Brook, West Brook and East Brook. Surveyed cross sections and bridges will be utilized to update flood maps as part FEMA’s Map Modernization program. All data submitted met specifications of the Flood Emergency Management Agency’s software. Global Positioning System was used as well as traditional survey methods to establish control.

Bronx County Courthouse Parking Garage, Dormitory Authority State of New York, Project Manager - Supervised field and office personnel. Measurements were taken at column locations and mid points between the New Bronx County Courthouse Parking Garage to determine deflection and thickness of the basement and B-1 level floor slabs. All work was performed under a Term Contract with DASNY. All elevations were measured with a level to the nearest 0.01-ft, Mapping was provided in an AutoCAD format with contours at ½” intervals.

West Point Firing Range, West Point, NY, Project Manager - Supervised office and field personnel, for the construction layout of West Point’s new firing range #11 including the layout of the new targets, fox holes and electrical lines.

Old Main Rehab, SUNY- New Paltz, NY, Project Manager - Supervised all aspects of an approximately 10.0 acre topographic survey. Survey is to be used for the rehabilitation of the Old Main student building.

345KV HPFF Feeder- NY - Washington Group International, Project Manager - As project manager supervised office and field personnel in performing a Fourteen mile route survey from the Sprain Brook Substation, in Yonkers, NY to the Sherman Creek Substation, in the Borough of Manhattan, New York City, for the design and construction of a new sub terrain 345KV HPFF feeder lines within the street right-of-way. Extensive research and field surveying was completed to establish the existing right-of-ways throughout the length of the project. Also establish the x,y,z coordinate values referenced to the New York State Plane Coordinate System, for the aerial control points to support the 20 scale photogrametric mapping for the project. Field verification surveys and editing of the mapping was completed prior to submittal for design. All work was performed meeting specific client standards and safety procedures.

New York City Department of Design and Construction, Manhattan, NY, Project Manager - Supervised field and office personnel for intense topographic survey adhering to strict specifications set forth by client. Base maps are to be used to rebuild roadways and infrastructure in lower Manhattan.

Burns and McDonnell, East 13th Street to Cherry Street Substation - Supervised office & field personnel for a 1.7 mile route survey. This included control traverse, topographic survey, layout of trench centerline and baseline layout. Project was for the design and installation of two 69 kv transmission lines.

Tower Ridge Residential Project, Project Manager - As Project Manager, supervised field and office personnel for the construction of 192 Condominium units. Project included the boundary and topographic survey of 16 acre parcel, construction layout of all new improvements and as- builts of infrastructure for Town and Department of Health approvals.

Jay M. Kimler, P.L.S. Assistant Chief Surveyor

Summary: Years of Experience: 17 Years with Firm: 17 As Assistant Chief Surveyor responsibilities include Quality Control, supervision of office and field personnel in preparation of Boundary and Topographic surveys, Construction Layout, Education: Control Surveying (including G.P.S.), client contact, Proposals and Cost Estimation, scheduling BS Surveying Engineering Technology SUNY Alfred of field and office personnel. Other responsibilities include analysis and computations of field Alfred, New York and legal data for the preparation of: boundary surveys, A.L.T.A./A.S.C.M. surveys, topographic surveys, legal descriptions and baseline surveys.

Licenses/Certifications: Relevant Project Experience: Professional Land Surveyor: Phoenix House, Hauppauge, NY - Dormitory Authority of the State of New York – Project  New York (# 50695) Manager - Responsibilities included supervising office and field personnel for a 2 acre  New Jersey (# 24GS04333500) boundary and topographic survey. Project was located on a major state highway, analyzing state right of way takings were required to set boundary. Survey is to be used for site development. Computer/Equipment Skills: Autodesk Land Development Desktop Metropolitan Ave School, Beauce Altas, Queens, NY – Project Manager - Responsibilities

included supervising office and field personnel tying into an established baseline at the above Leica Geo Office referenced school and set additional control points for measuring the brick facade. Using Leica GeoMoS (monitoring software) reflector less technology locate the existing brick facade from the survey baseline at 15’± to 20’± intervals horizontally and vertically around the perimeter of the building. Prepare a map Leica 1200 GPS Receivers and spread sheet showing the offsets of the brick facade from survey baseline.

Tripod Data Systems (TDS) Phoenix House, Shrub Oak, NY - Dormitory Authority of the State of New York – Project

Leica 1201 Robotic Total Station Manager - Responsibilities included supervising office and field personnel for a 140 acre boundary survey in the Town of Shrub Oak, Westchester County. Parcel contained numerous Metrotech 810 DX Utility Locator dwellings and one large complex for residential long-term treatment.

IBM Data Center, Sterling Forest, NY and Southbury, CT – Project Manager - Responsibilities included supervising office and field personnel for the construction of multiple buildings and additions. Project included matching into existing buildings and field layout of column lines for new construction.

Flushing Town Center, Queens County, NY – Project Manager - Responsibilities include the review and oversight of the monitoring survey of an elevated MTA subway, vehicular bridge and additional retaining walls within close proximity of a 32 acre construction site. This project required the setup of a permanent robotic total station, computer with GeoMos program, and internet connection to remotely monitor 29 prisms placed on the steel structures and concrete retaining walls. The purpose of the monitoring survey is to determine if any of the structures are moving or settling during pile driving at the construction site. Automated monitoring is currently recorded and processed each day and an extensive report is created.

East Side Access, Queens and Manhattan, NY – Survey Technician - This ongoing project is for the construction of a new subway tunnel from Long Island City into Grand Central Station, located in the Borough of Manhattan, New York City. Responsibilities include preparing 3 dimensional Topographic mapping and profiles for the design of a conveyor belt system to remove debris made by the tunnel boring machine, preparing cross section drawings of the existing tunnel at 25 foot intervals (approx 150 sections) for field stake out.

Jay M. Kimler, P.L.S. Assistant Chief Surveyor

Bronx Community College, Bronx, NY – Survey Technician - Responsibilities included preparing highly detailed Topographic mapping of a 12 acre portion of the Bronx Community College in AutoCAD format showing all improvements, including utilities, with a one foot contour interval. This survey was unique because it also included the “Hall of Fame Corridor” that contains statues of past alumni who achieved high intellectual status. This survey was utilized for the site plan preparation of the construction of a new building. The placement of the new building required extensive measurements to determine the location of the main entrance in relation to the six other buildings surrounding the courtyard. The six existing building entrances dating from as early as 1894 were placed at exact locations across the courtyard from one another and the new building entrance had to follow the same standards.

Bronx Courthouse Parking Garage, Bronx, NY - Dormitory Authority State of NY – Survey Technician - Responsibilities included preparing topographic mapping for each level showing the elevations to the nearest 0.01-ft with contours at ½” intervals of the top and bottom of the B-1 slab and the bottom of the plaza slab of the New Bronx Courthouse parking garage. Elevations were provided at quarter points of all slab spans in a grid pattern and at all column faces. The purpose of the survey was to determine the deficiencies in the thickness of the concrete slabs of the recently constructed parking garage.

Saint Luke’s Cornwall Hospital, Cornwall, NY – Survey Technician - Responsibilities included preparing property line mapping of a lease parcel, and the out bounds of the entire Cornwall Campus which it resides in. The mapping met the 2005 “Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys”. Cornwall, NY.

Weidman Property - Boundary Survey, Montgomery, NY - Survey Technician-Crew Chief - Responsibilities included performing the research, field measurements, analyses and map preparation for a boundary survey of the 25 acre parcel in Montgomery, New York.

Home Depot – Honesdale, PA - Survey Technician - Responsibilities included performing the research, calculations, boundary analysis and map preparation for a boundary/topographic survey of a 22 acre in Honesdale, PA. This survey was utilized for the site plan preparation of a Home Depot.

Corbin Hill, Fort Montgomery, NY - Survey Technician - Responsibilities included research, calculations and analysis for preparing various easements, topographic and boundary maps, plus construction surveying support for this ongoing residential development in Fort Montgomery, NY.

WTC SITE 6B & 6C, Reconstruction of Lower Manhattan Site 6B & 6C, New York, NY - Survey Technician - Responsibilities included establishing the existing right-of-way and the preparation roadway improvement surveys to be utilized by the New York City Department of Transportation for the re-design and reconstruction of Beekman Street, Whitehall Street, Cliff Street, and Pedestrian Street in lower Manhattan, NYC.

WTC SITE 004A, Reconstruction of Lower Manhattan Site 004A, New York, NY - Survey Technician - Responsibilities included establishing the existing right-of-way and the preparation roadway improvement surveys to be utilized by the New York City Department of Transportation for the design and reconstruction of Water Street and Pearl Street in lower Manhattan, NY.

Tower Ridge Grand - Topographic and Boundary Survey, Wallkill, NY - Crew Chief - Responsibilities included performing the field measurements, calculations, boundary analysis and map preparation for a boundary/topographic survey of a of a 20 acre parcel in the Town of Wallkill, NY. This survey was utilized for the design of a multi-family residential development.

Port Authority Bus Terminal – Topographic Survey, Manhattan, NY – Crew Chief - Responsibilities included performing an interior topographic survey of a three level bus terminal for three dimensional drawings. Additional duties included a topographic survey of one mile of ramps leading into the terminal at a twenty-five foot grid. Level loops were performed to provide accurate elevations for all control points.

WTC – SITE A4, Reconstruction of Lower Manhattan, Site A4, New York, NY – Crew Chief - Responsibilities included performing the field measurements for the establishment of property lines and the preparation of Roadway Improvement Surveys of Wall Street, Broadway, State Street, Beaver Street, Broad Street, New Street, Hanover Square, and Old Slip all south of Wall Street in lower Manhattan, New York.

Cultural Resources A. Relevant Project Experience B. Resumes of Key Personnel

A. Relevant Project Experience

PROJECT NAME: Murray Hill LOCATION: New Providence, NJ CLIENT: Sprint CONTACT: Doug Fetkowitz, (201) 684-4012 1 International Boulevard, Suite 800, Mahwah, NJ 07495

Tectonic provided construction materials testing and inspection services for two separate expansions of the Beacon Station in Beacon, NY. The first expansion was completed in 1996 and our services were provided under subcontract to A. Servidone, Inc. The second expansion involved testing and inspection services, which were subcontracted to Brennan Construction. Tectonic’s scope of services include construction materials testing and inspection of soils, concrete, and asphalt to verify the contractor’s compliance with QA/QC performance requirements as specified in the contract documents. As part of the parking lot expansion, the work entails construction of a subsurface stormwater detention system.

PROJECT NAME: Hammonton Drive-In Phase I Archaeological Investigation LOCATION: Mullica, New Jersey CLIENT: SBA Communications CONTACT: Nicole Arntz, (561) 226-9428 5900 Broken Sound Parkway, Boca Raton, FL 33487

Tectonic’s performed a Phase I Archaeological Survey and Section 106 submission for review by the New Jersey State Historic Preservation Office and Tribal Consultants. Additionally, a Land Use Screening Checklist was completed in accordance with the National Environmental Policy Act evaluating the potential environmental effects of the site.

The project area was situated within the New Jersey Pinelands, at an abandoned drive-in movie theater. Utilizing site records held at the State Historic Preservation Office and the State Museum, as well as the NJ Pinelands Commission, a historic inventory of the APE for visual effects was performed. A Phase I Archaeological Survey further evaluated the prehistoric/protohistoric and historic sensitivity of the APE for direct effects. The Phase IB subsurface field investigation identified areas of historic disturbance, as reflected in a layer of gray/black sand, including charcoal, below the top soil. Tectonic hypothesized that this was representative of a historic burning of the pinelands. While the source of this burning may be related to the Amotol Plant or even 19th century charcoal production, it does not represent a significant cultural resource which might require protection.

PROJECT NAME: New Jersey Phase IA Archaeological Sensitivity Assessments LOCATION: Various Locations throughout New Jersey CLIENT: Verizon Wireless CONTACT: Gregory Moore, (914) 714-7210 4 Centerock Road, West Nyack, NY 10994

This project involved various proposed collocation sites throughout New Jersey, including Hunterdon, Monmouth, Middlesex and Somerset Counties. Tectonic’s services were retained to perform site reviews in accordance with Section 106 of the National Historic Preservation Ac. Due to proposed areas of ground disturbance, Tectonic further provided Phase IA Archaeological Sensitivity Assessments for review by New Jersey State Historic Preservation Office and Tribal Consultants. In conjunction with the Phase IA Archaeological Sensitivity Assessments, Tectonic evaluated the potential for significant cultural resources within the Area of Potential Effect (APE) for direct effects utilizing site records contained at the State Historic Preservation Office and the State Museum, and a review of historic maps. Tectonic further assessed the environmental setting of the project area, including evidence of previous disturbance as identified during a site reconnaissance, to determine cultural sensitivity of both prehistoric and historic resources.

PROJECT NAME: Stone Ridge Cultural Resource Survey LOCATION: Stone Ridge, New York CLIENT: Homeland Towers CONTACT: Manny Vicente, (914) 490-0214 46 Mill Plain Road, Danbury, CT 06811

Tectonic performed a Phase I Archaeological Investigation and Section 106 submission for review by the New York State Historic Preservation Office and Tribal Consultants. The Phase I Archaeological Investigation of the project area was performed in accordance with Section 106 of the National Historic Preservation Act and Section 14.09 of the New York Parks, Recreation and Historic Preservation Law. While the background and literature search indicated a moderate sensitivity for cultural resources, no unknown sites were identified.

Due to the historic nature of the surrounding community, which has been well preserved, an inventory and evaluation of historic properties within the Area of Potential Effects (APE) for visual effects was conducted. Meetings were held with the Marbletown Historic Preservation Commission and NYSOPRHP staff to address concerns regarding the potential visibility of the project from properties currently listed on or deemed eligible for the National Register of Historic Places. In working with the NYSORHP, utilizing photographic simulations, site plans were mitigated to prevent adverse effects upon cultural resources.

PROJECT NAME: Butler-McCook House & Garden LOCATION: Hartford, Connecticut CLIENT: Connecticut Landmarks CONTACT: Beverly Lucas, (860) 247-8996 ext. 14 255 Main Street, 4th Floor, Hartford, CT 06106

Tectonic performed a Phase I Archaeological Survey at the Butler-McCook House and Garden in Hartford, Connecticut in conjunction with the proposed installation of a geothermal well field and associated trench lines. As listed on the National Register of Historic Places, the subject property consists of the historic Butler-McCook House, an ornamental garden and carriage house, and the Amos Bull House.

Tectonic gathered a variety of primary and secondary historic documents together prior to the field investigation and determined that a portion of the Area of Potential Effects (APE) might contain evidence of a late 18th-early 19th century kitchen midden. As such, Tectonic established a 6x3 foot unit adjacent to the location of the suspected kitchen midden and preformed close shovel test pitting throughout the remainder of the APE.

The excavation of the 6x3 foot unit resulted in the recovery of 1,977 historic artifacts and 482 faunal materials. Analysis of these materials suggested a mean date of 1798 and reinforced the nation that the area was used primarily as a kitchen midden. Based on these findings, Tectonic recommended that archaeological monitoring be conducted during the excavation of this area. Tectonic also discovered deposits of slag, brick and red slate in a portion of the APE. As the nature of these deposits could not be discerned due to a lack of diagnostic artifacts and features, Tectonic recommended mitigation in the area.

Upon consultation with SHPO and the Client, the proposed site plans were altered to avoid direct impacts to the archaeological materials. To further avoid potential impacts, Tectonic provided archaeological monitoring services during the excavation of the APE. The excavation was halted as necessary to assess historic deposits and samples were taken. During the excavation, a stone lined chamber was identified approximately 1-2 feet below ground. Following consultation with SHPO, the anomaly was photographs and mapped. As the proposed project would only impact a portion of the intact structure, construction activities continued and the geothermal installation was completed.

PROJECT NAME: Franny Reese State Park LOCATION: Highland, NY CLIENT: Scenic Hudson Land Trust, Inc. CONTACT: Kathleen Kane, (845) 473-4440 One Civic Center, Suite 200, Poughkeepsie, NY 12601

The Franny Reese State Park, purchased by the New York State Office of Parks, Recreation and Historic Preservation, is located in Lloyd, Ulster County, New York. The 236 acres park consists of a former estate property, in which the remains of historic buildings provide a unique source for the interpretation of local cultural resources. Further, the park may be prehistorically sensitive based upon the report of Native American graves.

Trail improvements, as well as the construction of a parking area, have been proposed to further enhance the utilization and appreciation of the park. Through consultation with the New York State Office of Parks, Recreation and Historic Preservation, those areas which will be disturbed were identified and assessed. At this time, an area highly sensitive for prehistoric cultural resources was acknowledged. Located on a bluff overlooking the Hudson River, the environmental setting of this location suggested that it may have been used for hunting and gathering activities. As such, it was agreed upon that this archaeologically sensitive should be subjected to a subsurface investigation while the remaining areas of proposed disturbance should be photo documented.

In consultation with the NYSOPRHP, Tectonic developed a Phase IB Archaeological Investigation Program that included a field methodology for systematic sampling of the Area of Potential Effect (APE). It was determined that shovel test pitting at 25 foot intervals along the trail path, at the edge of the bluff and adjacent to a natural rock outcrop, would ensure the recovery of any potential prehistoric cultural resources located within the APE. Prior to the field investigation, Tectonic evaluated the environmental setting of the project area, soil characteristics of the APE and known prehistoric sites located within one mile. A thorough walkover of the remaining areas of proposed disturbance sought to identify above ground features and the potential for intact, cultural resources below the existing grade beyond the APE. Upon completion of the field study, Tectonic prepared a Phase IB Archaeologic Report for the subject site.

PROJECT NAME: Temple Hill and Meadow Hill Archaeological Investigations LOCATION: Newburgh, New York CLIENT: Newburgh Enlarged City School District CONTACT: Michelle Anderson, (845) 563-3400 124 Grand Street, Newburgh, NY 12550

In accordance with Section 106 of the National Historic Preservation Act and Section 14.09 of the New York Parks, Recreation and Historic Preservation Law, Tectonic conducted a Phase I Archaeological Investigation for the construction of new athletic fields adjacent to the Temple Hill and Meadow Hill Elementary Schools. The Phase IA background and literature search utilized historic records, site files and historic maps to assess the prehistoric and historic sensitivity of the project areas.

Recognizing the historic sensitivity of the Temple Hill project area, particular focus was given to the identification of features related to the adjacent Revolutionary War encampment and stone lined road which marked the boundary of the subject property. At Meadow Hill, particular focus was given to the identification of prehistoric resources due to the prehistoric sensitivity of the project area as was identified based upon the presence of an adjacent prehistoric site and former wetlands.

During the Phase IB field investigation, shovel test pits were dug at 50 foot intervals throughout the project areas, while eight additional test pits were established around positive find locations to further assess the potential for an archaeological site. Upon completion, reports evaluating the prehistoric and historic significance of each project area were submitted to the State Historic Preservation Office for review.

PROJECT NAME: Westchester County Riverwalk Trailway at the Mariandale Retreat and Conference Center and the Crawbuckie Nature Preserve Phase IA Archaeological Investigation LOCATION: Village of Ossining, NY CLIENT: County of Westchester, NY CONTACT: Jerome Thorpe, (914) 995-6449 148 Martine Avenue, Room 414, White Plains, NY 10601

Tectonic performed a Phase IA Archaeological Investigation for evaluation of potential cultural resource impacts associated with the construction of a linear trailway within the Mariandale Retreat and Conference Center and the Crawbuckie Nature Preserve in the Village of Osssining, Westchester County.

Performed in accordance with Section 106 of the National Historic Preservation Act and state guidelines, the investigation evaluated the potential effects of the proposed development on cultural resources through an archaeological sensitivity assessment and field inspection.

To assess the prehistoric and historic archaeological sensitivity of the project areas, Tectonic conducted a Phase IA background and literature search utilizing state records, site files, historic documents, maps and published references. The sensitivity assessment took into account previous disturbances within the Area of Potential Effect (APE), the environmental setting of the project area and known settlement patterns within one mile. Particular attention was given to resources listed on the National Register of Historic Places, and mitigating any potential impact to those resources.

Based on the results of the Phase IA, Tectonic concluded that a large portion of the APE was previously disturbed. Following an analysis of all findings, a report evaluating the prehistoric and historic significance of the project area will be submitted to the State Historic Preservation Office (SHPO) for review.

B. Resumes of Key Personnel

Summary: Years of Experience: 30 Years with Firm: 20 As Vice President and Manager of Environmental Services, responsibilities include: Education: managing technical services, business development, staff administration, developing M.S. Civil Engineering (Geotechnical) conceptual models for site evaluation, and directing a wide range of environmental programs Rensselaer Polytechnic Institute, and services, including: Phase I, Phase II and Phase III ESAs; underground storage tanks Troy, New York (USTs) and petroleum spill investigations, remediation plans and removals; remedial design of metals contaminated sites; vapor and gas treatment systems; solid waste landfill B.S. Geologic Science (Structural) investigations, closure design and construction phase services; hydrogeologic SUNY Albany investigations, aquifer characterization, pump tests, water quality monitoring and Albany, New York groundwater supply well development; ecological studies including wetlands and endangered species; NEPA/SHPO permitting and compliance; historic preservation and Licenses/Certifications: archeological studies; and large scale environmental plans at earthwork construction sites requiring HASPs, CAMPs, Soil Management Plans, and air monitoring of vapors and

 Professional Engineer: New York, particulates. In addition, responsible for geotechnical investigations involving: subsurface Connecticut, New Jersey investigation; slope stability analysis; geotechnical design and construction phase services for building foundations, retaining walls, floor subgrades, pavements and engineered earth  Connecticut Licensed Environmental structures; slope stability analysis; underdrain system design; and application of Professional (L.E.P. #471) geosynthetic materials for drainage, earthwork and structures.  Certified Professional Geologist (CPG #8655) Relevant Project Experience:

 Licensed NJDEP Subsurface Franny Reese State Park Phase I Archaeological Survey, Lloyd, New York, Project Evaluator (# 458599) Manager - Provided oversight of archaeological services at the Franny Reese State Park. The park contains the remains of a former estate property. Beyond these deteriorating  OSHA 40 Hour Hazmat; OSHA structures, an area of high prehistoric sensitivity was identified. Located within an area of  OSHA Site Supervisor Training – 8 proposed trail improvements, a subsurface investigation was conducted at close intervals hour to assess the possible utilization of the project area for hunting and gathering activities. An  NYCOER Turbo Trained additional walkover of the trail way was conducted to evaluate other areas of Professional – Gold Certified archaeological sensitivity for future reference.

Memberships: Erie Canal Park Feasibility Study, Pittsford, NY – Project Manager- Mr. Sutherland provided oversight on the performance of a Phase IA Archaeological Assessment for planning

 American Institute of purposes, in order to properly assess historic and cultural significance, environmental and Professional Geologists (AIPG) – ecological conditions, and anticipated permitting or mitigation requirements. Mr. Sutherland also oversaw the review of environmental factors, existing site files, previous cultural resource Member surveys, and historic resources which was used to evaluate the areas of archaeological  ACEC Strategic Planning sensitivity within the project area. Committee -Member 2010  ACEC Energy Committee - Rye Neck Phase I Archaeological Investigation, Mamaroneck, New York, Project Member 2011 Manager – As project manager, Mr. Sutherland provided guidance for the Phase I

 ACEC Energy Committee - sensitivity of the project area. During the Phase IA, areas of high sensitivity were identified Member 2012 adjacent to the historic house and barn. As such, close interval testing was recommended. Other areas were identified as having little to no historic significance due to previous  ACEC Energy Committee - disturbances. No further testing was recommended in these areas. Based on its Member 2013-2014 recommendations, Tectonic has proceeded with the Phase IB subsurface filed investigation, giving particular focus to the identification of features related to the historic house.

Homeland Towers, Mount Pleasant, New York, Project Manager - Oversaw the Phase I Archaeological Investigation on a parcel Archaeological Investigation for the construction of a multi-purposed athletic field at the Rye Neck Union Free Elementary School in Mamaroneck, New York. The Phase IA background and literature search utilized historic records, site files and historic maps to assess the prehistoric and history of land in Mount Pleasant, NY. Provided guidance in the assessment of the archaeological sensitivity of the project area based on the topography and geology of the surrounding landscape, on-site soils and hydrology, existing site files and previous disturbances. Also oversaw the Phase IB subsurface investigation. Peter T. Sutherland, P.E., L.E.P., C.P.G. Vice President & Manager of Environmental Services

Catskill Superintendent’s Office Archaeological Investigation, Catskill, New York, Project Manager - Provided supervision of an archaeological investigation at the Catskill Superintendent’s Office which is listed on the National Register of Historic Places as the John H. DuBois Stone House. The property was further used by the Washburn Brick Company in the late nineteenth century. Situated immediately adjacent to the building’s foundation, excavation of the APE is being conducted at small intervals to assess the presence/absence of a kitchen midden and privy. To date, materials recovered have been limited those associated with the Washburn Brick Company.

Temple Hill Phase I Archaeological Investigation, New Windsor, NY, Project Manager – As project manager, Mr. Sutherland guided a the Phase I Archaeological Investigation for the construction of new athletic fields adjacent to the Temple Hill Elementary School. The Phase IA background and literature search utilized historic records, site files and historic maps to assess the prehistoric and history sensitivity of the project area. Recognizing the historic sensitivity of the project area, particular focus was given to the identification of features related to the adjacent Revolutionary War encampment and stone lined road which marked the boundary of the subject property.

Meadow Hill Phase I Archaeological Investigation, Newburgh, NY, Project Manager – As project manager, Mr. Sutherland guided the Phase I Archaeological Investigation for the construction of new athletic fields adjacent to the Meadow Hill Elementary School. The Phase IA background and literature search utilized historic records, site files and historic maps to assess the prehistoric and history sensitivity of the project area. Recognizing the prehistoric sensitivity of the project area, particular focus was given to the identification of features related to an adjacent prehistoric site and former wetlands.

Butler-McCook House Phase I Archaeological Investigation and Archaeological Monitoring, Hartford, Connecticut, Project Manager – Mr. Sutherland provided QA QC and oversight for a Phase I Archaeological Investigation of a geothermic well system at the Butler-McCook House in Hartford, Connecticut. The Phase IA background and literature search utilized historic records, site files and historic maps to assess the prehistoric and history sensitivity of the project area. Recognizing the historic sensitivity of the project area, particular focus was given to the excavation and mitigation of a historic kitchen midden within the APE, as well as the identification of previously unidentified resources within the project area. The results of the shovel test pitting and unit excavation within the kitchen midden provided valuable information regarding the 18th and 19th century occupation of the house. Tectonic also conducted Archaeological Monitoring during the excavation of the well pipeline at the Butler-McCook House. As agreed upon by the client and SHPO, the monitoring was performed to mitigate potential adverse impacts to the kitchen midden and an unidentified deposit of coal, slag and cobbles. During the monitoring, an underground stone- lined channel was discovered. To avoid potential adverse impacts to the channel and preserve its presence for future study, the feature was documented and reconstructed following installation of the pipe.

NYC Department of Parks and Recreation- Owl Hollow Fields Environmental Monitoring, Staten Island, NY, Project Manager - Tectonic was selected as the NYSDEC Independent Environmental Monitor for the remedial capping of an 11 acre PCB and solid waste contaminated site at Freshkills Landfill in Staten Island during its conversion into community soccer fields. Tectonic is responsible for verifying that all aspects of Site Management Plan are complied with during remedial activities. Performed oversight of the remedial removal of PCB contaminated soil hotspot, monitored soil excavations and fill delivery and placement activities, and prepared bi-weekly activity summary reports summarizing site monitoring activities for submittal to NYSDEC. Also performed air monitoring using PID and real-time particulate monitors per the approved CAMP in the SMP.

Rogers Island Resort & Visitors Center Phase I ESA’s, Fort Edward, New York, Project Manager - Pursuant to the requirements of the NYS Environmental Remediation Programs regulations (6 NYCRR Part 375) and ASTM 1527-05, Mr. Sutherland oversaw the Phase I Environmental Site Assessments (ESA) of three (3) contiguous parcels located along Hudson River waterfront in the Town of Fort Edward, New York. The ESA was funded through a grant from the U.S. Environmental Protection Agency (EPA) and was performed on the parcels as part of a due diligence investigation to meet the requirements of the Federal All Appropriate Inquiry Final Rule (70 CFR 66070) for the purchase and redevelopment of the commercial properties for use by the Town of Fort Edward. Kristofer Mierisch, RPA Archaeologist Summary: Years of Experience: 17 Responsible for conducting Cultural Resource Surveys under the provisions of Years with Firm: 2.5 Section 106 of the National Historic Preservation Act (NHPA), the Archaeological and Historic Preservation Act and the Nationwide Programmatic Agreement for Education: review by State Historic Preservation Offices (SHPO) and Tribal Consultants. M.A. Anthropology, focus in Archaeology, Responsibilities include determining the Area of Potential Effect (APE), SUNY Binghamton, 2013 conducting background and literature searches of prehistoric and historic sites, reviewing environmental records, assessing archaeological sensitivity, B.A. Anthropology, focus in Archaeology, conducting field investigations and evaluating visual and direct effects. Further SUNY Binghamton, 2002 responsibilities include preparing National Environmental Policy Act (NEPA) reports and Environmental Assessments (EA) by consulting with appropriate Academic Fieldwork & Research: federal and state regulatory agencies and reviewing available published lists, Conchopata Archaeological Project, files and maps. Ayacucho, Peru – Field Excavation of Conchopata Site (Summer 2002) and Relevant Project Experience: Laboratory Analysis of Conchopata Collection (Summer 2003) Verizon Wireless, NEPA Review, Clarksville, NY, Archaeologist This project involved the construction of a raw land telecommunications tower Licenses/Certifications: located east of Stove Pipe Road in the Town of Clarksville, Albany County, New York. The Phase IA background and literature search utilized historic records, Registered Professional Archeologist site files and historic maps to assess the prehistoric and history sensitivity of the

project area. Recognizing the prehistoric sensitivity of the project area, particular Memberships: focus was given to the investigation of relatively undisturbed stratigraphy along  New York Archaeological Council (NYAC) Stove Pipe Road, where a small pre-contact site was identified. A Phase I  Register of Professional Archaeologist Archaeological Investigation was completed for SHPO and tribal review.

Publications: Verizon Wireless, NEPA Review, Deans Corner, NY, Archaeologist Master’s Thesis: Beyond “Trophy Heads” an This project involved the construction of a raw land telecommunications tower Etic Typology for Heads in the Pre-Columbian located east of County Route 27 in the Town of Pierrepont, St. Lawrence County, Andes, SUNY Binghamton, May 2013 New York. The Phase IA background and literature search utilized historic records, site files and historic maps to assess the prehistoric and history sensitivity of the project area. Recognizing the historic sensitivity of the project area, particular focus was given to the identification of a stone lined well, and associated foundation footprint associated with a mid-19th century dwelling. A Phase I Archaeological Investigation was completed for SHPO and tribal review. In addition, a Section 106 assessment of both direct and visual effects was completed.

Verizon Wireless, Jackson Corners, Rochester, NY, Archaeologist This project involved the construction of a raw land telecommunications tower located west of Academy Hill Road in theTown of Milan, Dutchess County, New York. A Phase I Archaeological Investigation was completed for SHPO and tribal review. In addition, a Section 106 assessment of both direct and visual effects was completed.

Verizon Wireless, NEPA Review, Platekill, New York, Archaeologist This project involved the construction of a raw land telecommunications tower located northeast of Decker Road in the Town of Plattekill, New York. A Phase I Archaeological Investigation was completed for SHPO and tribal review. In addition, a Section 106 assessment of both direct and visual effects was completed.

8.0 Stockholder Non-Disclosure (Exhibit I)

9.0 Disclosure of Investment Activities in Iran (Exhibit II)

10.0 Licenses & Certifications

Client#: 48443 TECTENGI DATE (MM/DD/YYYY) ACORDTM CERTIFICATE OF LIABILITY INSURANCE 4/13/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Carly Underwood Greyling Ins. Brokerage/EPIC PHONE FAX (A/C, No, Ext): 770.552.4225 (A/C, No): 866.550.4082 3780 Mansell Road, Suite 370 E-MAIL ADDRESS: [email protected] Alpharetta, GA 30022 INSURER(S) AFFORDING COVERAGE NAIC #

INSURER A : Zurich American Insurance Co 16535 INSURED INSURER B : James River Insurance Co 12203 Tectonic Engineering & Surveying INSURER C : Evanston Insurance Company 35378 Consultants P.C. INSURER D : Allied World Surplus Lines Ins 19489 70 Pleasant Hill Road, PO Box 37 INSURER E : Continental Casualty Company 20443 Mountainville, NY 10953 INSURER F : The State Insurance Fund NYS COVERAGES CERTIFICATE NUMBER: 17-18 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY GLO027975900 04/08/2017 09/20/2017 EACH OCCURRENCE $ 2,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES (Ea occurrence) $ 300,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 PRO- POLICY X JECT X LOC PRODUCTS - COMP/OP AGG $ 4,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT E 5095026985 09/20/2016 09/20/2017 (Ea accident) $1,000,000 X ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS (Per accident) $

B UMBRELLA LIAB X OCCUR 000767520 04/08/2017 09/20/2017 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 C DED X RETENTION $0 MKLV1EUE100162 04/08/2017 09/20/2017 Each Occ/Agg $$5M/$5M WORKERS COMPENSATION PER OTH- F W23440720 (NY) 09/20/2016 09/20/2017 X STATUTE ER AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N / A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 D Professional Liab 03106515 04/08/2017 09/20/2018 Per Claim $5,000,000 incl. Pollution Aggregate $10,000,000

DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

CERTIFICATE HOLDER CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Sample Certificate THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

AUTHORIZED REPRESENTATIVE

SECTION 2

SCOPE OF SERVICES

Engineers, Architects, Land Surveyors, Planners, Landscape Architects Environmental Health and Safety/Engineering Consultants Calendar Year 2017 – Expand Pool

This is a public solicitation to expand the pool of Engineers, Architects, Land Surveyors, Planners, Landscape Architects, Environmental Health and Safety/Engineering Consultants Calendar Year 2017. If your firm was qualified via Passaic County resolution R20170027 dated January 24, 2017 or R20170443 dated June 12, 2017 it is not necessary to respond to this solicitation. (see list of firms next page)

All applicants shall possess a State of New Jersey license in either the engineering, architectural, surveying, planning, and/or landscape a rchitectural professions. The applicant shall have a minimum of 5 years public sector experience and shall submit a Qualification Statement listing its’ overall experience and technical and professional capabilities to perform the specific skills and services in the categories selected.

All applicants shall indicate if they are a New Jersey Department of Environmental Protection (NJDEP) Licensed Site Remediation Professional (LSRP).

The applicant shall also demonstrate the ability to work with and/or receive approvals from regulations and requirements of the local, State and Federal agencies, such as NJDOT, NJDEP, HEPSCD, ACOE, DCA, NJTPA, Utilities, etc.

The applicant shall submit an executive summary stating each category they wish to be considered for in the Qualification Statement. The executive summary shall not exceed a total of three pages.