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HomeMy WebLinkAbout06. 19-96 FEBRUARY 26, 2019 19-96 RESOLUTION (CARRIED 7-0 LOST LAID OVER WITHDRAWN ) PURPOSE: APPROVE PROFESSIONAL SERVICES AGREEMENT FOR CONSTRUCTION MATERIALS TESTING FOR THE 2019 CAPITAL IMPROVEMENTS PROGRAM / PROFESSIONAL SERVICE INDUSTRIES, INC. ($81,475.00) INITIATED BY: DEPARTMENT OF PUBLIC WORKS WHEREAS, the Department of Public Works requested proposals from several consulting firms to provide construction materials testing services for the 2019 CIP; and WHEREAS, after careful review of all proposals, Professional Service Industries (PSI) was chosen to perform those services based on several factors, including overall quality of work performed in the past, engineering experience and cost. NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the proper City officials are authorized and directed pursuant to Section 12-16 of the Municipal Code to enter into an agreement with PSI and said City officials are authorized and directed to take those steps necessary to implement the terms and conditions of the final agreement. BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated from: Acct. No. 0321-0410-6804-XXXXX Contract Control Fund - Storm Sewer 0321-0410-6803-XXXXX Contract Control Fund - Water 0321-0410-6802-XXXXX Contract Control Fund - Sanitary Sewer 0323-1717-7216-63901 Property/Equipment Fund - Land Improvements 0321-0410-6801-XXXXX Contract Control Fund - Paving MEMORANDUM TO: Honorable Mayor and Members of the Common Council FROM: Steven M. Gohde, Assistant Director of Public Works 5"'' DATE: February 21, 2019 RE: Approve Professional Services Agreement for Construction Materials Testing for the 2019 Capital Improvement Program (CIP) Professional Service Industries, Inc. (PSI) / ($81,475) BACKGROUND The Department of Public Works requested proposals from several consulting firms to provide construction materials testing services for the 2019 CIP. We received proposals from three (3) consulting firms, one of which was determined to be non-responsive. ANALYSIS After a careful and thorough review of all aspects of the proposals, PSI was chosen to perform these services. The decision to select PSI was based on several factors, including the overall quality of work performed in the past, engineering experience, and cost. The work associated with this agreement is anticipated to be complete by the end of 2019. FISCAL IMPACT The cost of these services is estimated not to exceed $81,475 and will be split among the Storm Water, Water Main, Sanitary Sewer, Transportation, and the Street Paving sections of the CIP. Funding is available in all five (5) accounts. t:\ Engineering\2019 CONTRACTS\2019 Const Md's Testing\Mark R Eng Sery Award Memo_2-19-19.doc) RECOMMENDATIONS Chapter 12 of the Municipal Code of the City of Oshkosh provides that professional services of a specialized nature, including engineering services, may be procured without the use of formal, sealed quotes. I have reviewed this agreement and in accordance with Section 12-16 of the Municipal Code, I am hereby recommending the Common Council approve the award of this professional services agreement. Approved: Mark A. Rohloff City Manager SMG/tlt 1: \Engineering\2019 CONTRACTS\2019 Const Mtl's Testing\Mark R Eng Sc— Award Memo_2-19-19.docx Page 2 of 2 r-b Oshkosh CONSTRUCTION MATERIALS TESTING 2019 CAPITAL IMPROVEMENT PROJECTS Prepared for: City of Oshkosh Department of Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, Wisconsin 54903 Prepared by: Professional Service Industries, Inc. 3009 Vandenbroek Road Kaukauna, Wisconsin 54130 Phone (920) 735-1200 Fax (920) 735-1840 February 15, 2019 PSI Proposal Number: 0094-269251 intertek RICr_tvr FEB 1 5 2010 DEPT OF PUBLIC WORKS OSHKOSH, WISCONSIN V M v, N4M I'llN RICr_tvr FEB 1 5 2010 DEPT OF PUBLIC WORKS OSHKOSH, WISCONSIN Ms. Tracy Taylor City of Oshkosh Department of Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 Re: Proposal for 2019 Capital Improvement Projects Construction Material Testing — City of Oshkosh PSI Proposal Number 0094-269251 Dear Ms. Taylor, PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Thank you for giving Professional Service Industries, Inc. (PSI), an Intertek Company, this opportunity to propose our services to provide construction materials testing services associated with the 2019 Capital Improvement Projects in Oshkosh, Wisconsin. Presented below is a review of furnished project information, along with our proposed scope of services, schedule and fee information. We have prepared this proposal based upon the project information provided to PSI in a request for proposal (RFP) sent on Friday February 1, 2019. If this proposal is acceptable to you, PSI will perform the work in accordance with the attached General Conditions that are incorporated into and made a part of this proposal. Please sign the attached acceptance form as notice to proceed and return one copy of this proposal intact to our office. We will proceed with the work upon receipt of authorization. PSI appreciates the opportunity to offer its services to your project and looks forward to being of service to you. Meanwhile, if you have any questions or require additional information, please contact our office at (920) 735-1200. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Patrick Bray Branch Manager James Becco, P.E. Vice President U1tertek PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 RA i i TABLE OF CONTENTS Project Understanding Scope of Work Relevant Experience Distribution of Reports Schedule Fees Company Capabilities Material Testing Overview Laboratory Testing Asphaltic Concrete Pavement Certifications & Quality Control Additional Laboratory Capabilities Local Presence Organizational Chart References Other Similar Experience Authorization Proposal Acceptance General Conditions Project Estimate E Resumes i Page 1 Page 1 Page 3 Page 3 Page 4 Page 4 Page 4 Page 5 Page 7 Page 8 Page 9 Page 11 Page 12 Page 13 Page 14 Page 15 Page 16 Page 17 Page 18 Page 20 Page 21 PSI Proposal No.: 0094-269251 o 2019 Capital Improvement Projects February 15, 2019 Page 1 PROJECT UNDERSTANDING It is understood that the project will include nuclear density testing services of utility trench backfill, laboratory testing, and other field testing of materials as necessary. In addition to the utility trench density testing, PSI will assist the City of Oshkosh Inspector when requested on inspection of backfilling operations per City of Oshkosh specifications. Part of PSI's function will be to work with the Contractor by providing ideas of the methods of improving compaction if necessary. However, it will remain the contractor's responsibility to perform his duties to meet project specifications. PSI understands that the project will consist of construction material testing services for the 2019 Capital Improvement Projects for Oshkosh, Wisconsin. The following city projects are planned to be covered under this agreement. ■ Contract 19-01 West Waukau Avenue Clatz Creek Crossing Reconstruction ■ Contract 19-02 Jeld-Wen/Stringham Watershed Outfall Reconstruction ■ Contract 19-04 Hazel Street Reconstruction ■ Contract 19-05 Oregon Street Reconstruction ■ Contract 19-07 Water Main & Lateral Relay ■ Contract 19-10 Lakeshore Riverwalk ■ Contract 19-12 Miscellaneous Utility Improvements ■ Contract 19-14 Ceape Ave. Parking Lot ■ Contract 19-15 Southwest Industrial Park ■ Contract 19-20 Storm Sewer LateralsNarious Locations ■ Oaks Trail Repaving The project team wishes to retain a qualified and experienced engineering consultant to perform on-site inspection and testing services during the project. PSI is interested in providing these construction materials testing and inspection services. SCOPE OF WORK The following summarizes PSI's approach to address the construction materials testing on the project. PSI will provide a senior engineering technician to perform the requested field services. PSI will obtain test samples from construction sites throughout the city and may be required to obtain samples from various source sites. At a minimum, PSI will keep all lab samples until the end of www.intertek.com/building PSI Proposal No.: 0094-269251 o 2019 Capital Improvement Projects February 15, 2019 Page 2 each contract. Nuclear density testing will be performed on an as- needed basis dependent on the contractor(s) schedule. PSI understands, based on years of experience with the City of Oshkosh, that a field density testing technician will be required almost daily throughout the construction season. PSI will coordinate with contractors and the City of Oshkosh Inspectors/Engineers daily, so that scheduling can be planned in advance to meet the requirements of the project. Nuclear density tests shall be designated by project station, elevation, and utility trench type. The density testing technicians shall notify the City Inspector and appropriate contractor of failing tests. It will be the contractor's responsibility to re -compact failing areas and schedule retesting to meet the City's requirements. All tests shall be documented. In addition to the utility trench density testing, PSI will assist the City of Oshkosh Inspector when requested on inspection of backfilling operations per City of Oshkosh specifications. Part of PSI's function will be to work with the Contractor by providing ideas and methods of improving compaction if necessary. However, it will remain the contractor's responsibility to perform his duties to meet project specifications. The reporting requirements are listed in the scope of services, and PSI understands that the technicians will be required to document their activities through a daily report. These reports shall include the date, a detailed summary of the activities taking place for which they are inspecting/testing, the technician's time, and other pertinent information standard with this type of reporting. There shall be a separate daily report for each city contract worked on that day. Daily reports will be available on the Qest Lab Hive online system. Material lab test results shall be emailed in PDF format or available on QestLab/Construction Hive online system to the City Project Engineer within 48 hours of notification of sample pick- up unless lengths of the test, by applicable standard procedures, dictate otherwise. It will be the PSI Project Manager's responsibility to review the day's events with the PSI technician to keep abreast of matters which may require future attention. The project manager will also review the daily reports throughout the respective months and contact the City representative to address issues which may require the City's involvement to resolve. Neither the PSI on-site technician nor the PSI project manager will be responsible to make any decisions or provide any direction to the contractor, that would alter the City's contractual agreement with the contractor, or the City's specifications for the contractor's work. PSI cannot ultimately assume the responsibility of the contractor to perform the work under its contract with the City. This limitation of authority and responsibility is consistent with the industry standard for independent construction testing agencies. Monthly Testing Summary reports during construction shall include a written summary prepared by the project manager, material lab test results for that month, an updated compaction results log, and the technician's daily field reports. All reports shall be signed by the project manager. Separate reports shall be generated for each city contract should multiple projects occur during the same interval. The monthly summary reports shall be submitted in conjunction with the 4 contract's respective invoice. All reports shall be emailed to the City Project Engineer in PDF www,intertek.com/building PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 3 format. A final report shall be prepared upon the completion of each individual city contract. Hard copies of the reports will be provided and mailed if requested. Additional email correspondence or summary reports may be requested depending on certain situations. The testing firm's project manager shall notify the City Project Engineer of issues which may arise throughout the construction period. RELEVANT EXPERIENCE PSI has an unparalleled reputation of providing construction materials testing for municipal programs and waste water projects. For example, PSI has successfully provided services on many of the most recognized brand names, including: ■ City of Oshkosh — 2013, 2014, 2015, ■ City of De Pere — 2012, 2017 and 2018 Capital Improvement 2013, 2014, 2015 and Projects 2017 Capital Improvement Projects -- ■ Detention Pond -Oshkosh ■ Sanitary Sewer — Algoma ■ Session Street Sewer Expansion - ■ Pump Station and Utility Waupaca Lines — Waterford ■ Kiwanis Park Sewer Relay - ■ Sanitary Sewer Sheboygan Reconstruction — Wind Lake ■ Water Main Transmission- Suamico ■ Main Water Extension — Pewaukee ■ Water Main — Two Rivers ■ Sewer Extension — Bonduel ■ Storm Sewer — Sister Bay ■ Sanitary Sewer — Hobart DISTRIBUTION OF REPORTS To provide immediate access to reports, PSI utilizes project Construction Hive TM as an electronic report distribution platform to provide# ' a better experience to clients. The t `Es++aq xmu.+ wt^hax�mafl re_ attatt eeraf e ,E i- A Construction Hive TM system has MW.;G...... powerful report viewing, retrieval and i searching capabilities that allow ' „«���E:��•4� designated users to find information in an efficient and environmental- € friendly manner. Sample Electronic Report�� Upon project set-up, Construction Hive TM will electronically notify designated users when new reports are posted so they can view, download and forward relevant PSI test reports. In short, Construction Hive TM provides instantaneous access to reports from any internet web browser. Designated users can specify how often they receive reports, have the ability to establish www.intertek.com/building 9 PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 4 notification alerts, download reports, and forward reports from Construction HiveTM. SCHEDULE PSI is prepared to begin work immediately upon receiving notice to proceed. We will remain available to respond within 1-2 hours for any services required. Our project manager will work closely with the project team and the contractor to ensure the timeliness of our services. FEES It is proposed to accomplish the required work on a unit price basis in accordance with the Project Estimate, a copy of which is attached to this proposal. PSI's actual fees would be determined by the actual amount of technical time expended for this project and the amount of laboratory testing performed. PSI proposes to perform the above scope of services on a time and materials basis; however, we have prepared a fee estimate based on the provided project information and our experience J with similar projects. No construction schedule was made available in preparing the included fee estimate. For a detailed fee estimate, please see the attached Project Estimate. COMPANY CAPABILITIES PSI has been working in Wisconsin since the 1940's. Since that time, we have been providing geotechnical, construction testing, environmental consulting and asbestos services for local municipalities, the State of Wisconsin and a wide range of public and private sector clients. PSI maintains full-service environmental consulting, engineering, laboratory, inspection, and testing offices throughout Wisconsin. These Lntef tek offices are very large and well equipped with the necessary resources and workspace to manage any project under this contract. Further �� 0 ; illustrating our depth of operations, PSI recently merged with Intertek, ar I x global provider of quality solutions. With a network of more than 1,000 laboratories and offices in more than 100 countries, Intertek provides � auditing, inspection, testing, training, quality assurance and certification I by improving the quality and safety of products, assets and processes. PSI's qualified and experienced professionals include experts in geotechnical engineering, construction testing, environmental engineering, environmental sciences, industrial hygiene, geology, hydrogeology and related disciplines. These professionals make it possible for us to manage projects effectively in all areas of the state and country. Few companies can mobilize as rapidly as PSI, while still maintaining existing work efforts. www.intertek.com/building oin Wisconsin Offices: ■ Kaukauna: 15 Professionals / 2 drill rigs / 10 vehicles ■ Ripon: 10 Professionals/ 9 Vehicles ■ Chippewa Falls: 10 Professionals/ 1 drill rig / 6 vehicles ■ Middleton (Intertek and PSI): 30 Professionals ■ Waukesha: 60+ Professionals/ 5 drill rigs / 46 vehicles PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 5 er�.r rite, Wt*,j ��l 6 jee Ery. WI 4180m, WI t►Os�+ial ® 11ptlsbM, Wf� _�rj' lrulkn!s. WI gsl3 WI Local offices maintain very large laboratories with the necessary equipment and workspace to provide comprehensive materials storage and testing for soils, aggregate, concrete, masonry, fireproofing, steel and other materials. In addition, PSI's laboratory facilities in Pittsburgh, Pennsylvania have very extensive special testing capabilities, and are able to test a wide variety of innovative or exploratory construction materials. MATERIALS TESTING OVERVIEW Capital Improvement Projects require precise planning, careful design, rigorous execution, and the expenditure of a great deal of money. Thus, it is extremely important that all work and materials be of acceptable quality to assure that specifications, schedules and budgets are met. One way to do this is by using the services of PSI as an independent consultant. PSI's construction services can be provided on either a call -out or resident basis. All field activities are supported by our AASHTO-accredited laboratories, which have total materials testing capabilities. Our laboratories can also perform special testing, in which unusual types of testing are performed by creating test conditions based on our client's needs and specifications. PSI maintains complete facilities and equipment for inspection and testing of: www.intertek.com/building Soils and Foundations ■ Laboratory testing and evaluation of proposed fill materials ■ Sitework monitoring and subgrade evaluation ■ Monitoring and testing of compacted fills ■ Shallow and deep foundations inspections ■ Subgrade/soil improvement recommendations Concrete ■ Cement physical and chemical testing ■ Mix designs and verifications ■ Aggregate Testing ■ Field sampling and testing ■ Strength testing (compressive, flexural, split - tensile) ■ In-situ evaluation • Batch plant inspection ■ Precast and prestressed concrete testing and inspection (field and plant) ■ Petrographic and other forensic analysis Structural ■ Threshold inspections ■ Post -tensioning calibration and inspection v ■ Fireproofing inspection ■ Reinforcing steel placement inspection PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 6 Pavements ■ Subgrade observations and stabilization recommendations ■ Soil -cement mix design ■ Base course testing and evaluation (laboratory and field) ■ Laboratory testing of asphaltic concrete, including mix designs and verifications ■ Field testing and inspection of asphalt and concrete paving materials ■ Pavement evaluations (rigid and flexible) Masonry ■ Concrete masonry unit and brick testing ■ Mortar/stucco mix design, testing, and inspection ■ Forensic investigation ■ Prisms construction control www.intertek.com/building Roofing ■ Field evaluation and testing ■ Monitoring of roof installation/application ■ Laboratory testing of roofing materials NDE / Metals ■ Structural steel fabrication inspection and certification ■ Structural steel field erection inspection ■ Welder certification and procedure qualification ■ Non-destructive examination ■ Laboratory chemical and physical testing ■ Pressure vessels ■ Pipelines Specialty ■ Floor flatness profiling ■ Vibration monitoring ■ Failure investigations ■ Waterproofing monitoring and testing ■ Curtainwall mock-up and fabrication inspection ■ Roof inspections, evaluations and consulting LABORATORY TESTING PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 7 PSI is the largest independent testing agency in the United States. From the perspective of capabilities, number of locations, capacity to do work and quality — we are the best construction materials testing company in the market today. Our firm was founded on construction materials testing services. One of our acquisitions, Pittsburgh Testing Laboratories, tested the original cables for the Brooklyn Bridge in the 1880's — and recently tested the replacement cables. No other testing and inspection firm has that kind of history and continuity. Locally, PSI maintains complete facilities and equipment for inspection and testing of soils and foundations, concrete, pavements, masonry, structural steel and metals, roofing and specialty areas. With 5 offices in Wisconsin — Kaukauna, Ripon, Middleton, Waukesha, and Chippewa Falls — the firm is well staffed with laboratory/quality supervisors and full-time technicians. Soils and Aggregates PSI Laboratory —Wisconsin Operations In addition to the testing that takes place in the field, laboratory testing of soils is done to verify that soil and aggregate materials being used during construction meet the requirements of the www.intertek.com/building PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 8 project plans and specifications. Some of the more common laboratory soil tests include the following: ■ Standard and Modified Proctor (Moisture Density Relationship Test) ■ Atterberg Limits Determination (Measures Plasticity of Soils) ■ Soil Classification ■ Gradation and Grain -size Analysis ■ Laboratory CBR (California Bearing Ratio) Test ■ Relative Density Test ■ Moisture Content Test ■ Triaxial Test to determine shear strength of cohesive or non -cohesive soils. ■ Laboratory testing and evaluation of proposed fill materials. ■ Automatic proctor hammers, multiple sieve shakes, soil processors, scales and high capacity ovens to accommodate high sample volume. ■ Atterberg Limit Determination and Hydrometer Testing for classification. ASPHALTIC CONCRETE PAVEMENT PSI provides testing and evaluation services to help assure that project plans and specifications are met with regard to pavement. Asphaltic concrete, or asphalt as it is better known, is the most commonly used pavement material. When blended with aggregates, asphalt produces a durable paving material. Whether it's a roadway or a parking lot, each job will be required to follow specific pavement specifications and requirements. These requirements will, specify the type of asphalt (or sometimes concrete for heavy-duty pavement sections) that should be used along with the appropriate thickness of both the pavement material and its "base course." The base course typically consists of crushed stone as a "base" or foundation for the pavement material. Like other construction quality control services, PSI conducts field and laboratory testing, in addition to inspection services, including: ■ Gradation tests (laboratory). ■ Core thickness (field and laboratory). ■ In-place density tests (field). ■ Marshall / Hveem density test/stability test (laboratory). ■ Temperature (field). Concrete ■ Cement physical and chemical testing ■ Mix designs and verifications ■ Aggregate Testing www.intertek.com/building PSI Proposal No.: 0094-269251 o 2019 Capital Improvement Projects tun February 15, 2019 Page 9 ■ Field sampling and testing ■ Strength testing (compressive, flexural, split -tensile) ■ In-situ evaluation ■ Precast and prestressed concrete testing and inspection (field and plant) — Pavement ■ Subgrade observations and stabilization recommendations ■ Soil -cement mix design — ■ Base course testing and evaluation (laboratory and field) ■ Laboratory testing of asphaltic concrete, including mix designs and verifications — ■ Field testing and inspection of asphalt and concrete pavement materials ■ Pavement evaluations (rigid and flexible) Specialty Testing ■ Unconfined compression testing of soils ■ Cohesive and granular soil permeability testing ■ CBR testing of soils for pavement design ■ Organic content of soils ■ Consolidation of soils ■ Fire proofing density testing PSI Laboratory —Wisconsin Operations CERTIFICATIONS AND QUALITY CONTROL All work performed by PSI is controlled by a comprehensive internal Quality Assurance/Quality Control Program. As part of our Quality Assurance Program, inspection of our laboratory is regularly performed to re -calibrate equipment and detect any deficiencies. Our equipment, tests and procedures are monitored to assure the most accurate and consistent results possible. An in-house program of quality assurance is also implemented. The purpose of this in-house quality assurance program is to provide the method(s) used by PSI for the internal annual management review of the quality system and testing/inspection activities to ensure their continued suitability and effectiveness and to introduce necessary changes or improvements. This procedure addresses the following aspects of a management review: items to be reviewed; responsible parties; frequency of reviews; distribution of reports www.intertek.com/building PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 (®r 1 Page 10 to management; and maintenance of records associated with the review. It is applicable to those operations conforming to specifications of various quality systems and/or standards, including: ■ ANS/ISO/IEC 17025: General Requirements for the Competence of Testing and Calibration Laboratories (A2LA, AIHA, IAS, NVLAP) ■ AASHTO R18: Standard Recommended Practice for Establishing and Implementing a Quality System for Construction Materials Testing Laboratories Various ASTM Standards, including: ■ C1077: Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation ■ C1093: Standard Practice for Accreditation of Testing Agencies for Masonry ■ D3740: Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction ■ E329: Standard Specification for Agencies Engaged in Construction Inspection, Special Inspection or Testing Materials Used in Construction www.intertek.com/building PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 co Page 11 ADDITIONAL LABORATORY TESTING CAPABILITIES AGGREGATE Sieve Analysis Material Finer than No. 200 Unit Weight Specific Gravity/Absorption Soundness Abrasion Organic Impurities Clay Lumps, Friable Particles Lightweight Pieces Aggregate Quality Analysis ASPHALT Bulk Specific Gravity/Density Percent Air Voids Maximum Theory Specific Gravity Extraction/Gradation Marshall Stability/Flow CONCRETE Compressive Strength Flexural Strength Splitting Tensile Strength CONCRETE CORES Compressive Strength Unit Weight Chloride Ion Content Air Content Analysis Petrographic Analysis CONCRETE MASONRY UNITS CMU Compressive Strength CMU Unit Weight/Absorption Masonry Prism Strength Hollow Unit Quality Analysis Solid Unit Quality Analysis ASTM MORTAR ASTM C136 Mortar Compressive Strength C109 C117 Mortar Tensile Strength C190 C29 Mortar Air Content C185 C127/128 Mortar Water Retention C91 C88 Mortar Mix Property Analysis C270 C131/535 Mortar Aggregate Testing C144 C40 C142 SOILS C123 Water Content D2216 C33 Organic Content D2974 Specific Gravity D854 Dry Density D2937 D2726 Amount Finer than No. 200 D1140 D3203 Grainsize Analysis D422 D2041 Atterberg Limit D4318 D2172 Shrinkage Limit D427 D1559 Moisture -Density Relationship D698/D1557 California Bearing Ratio D1883 Unconfined Compressive Strength D2166 C39 Permeability (Constant Head) D2430 C78 Permeability (Falling Head) D5084 C496 Consolidation D2435/D4186 GROUT C42 Grout Compressive Strength C1019 C642 Grout Mix Property Analysis C476 FHA Grout Aggregate Testing C404 C457 C856 SPRAYED FIREPROOFING Thickness/Density E605 C140 Soil/Base/RAP Stabilization C140 Moisture Density D558 E447 Compressive Strength D1633 C90 Bearing Ratio D3668 C145 * A summary of PSI's Laboratory Quality Assurance/ Quality Control Program is available upon request. www.intertek,com/building PSI Proposal No.: 0094-269251 o 2019 Capital Improvement Projects February 15, 2019 Page 12 LOCAL PRESCENCE PSI is the largest testing agency in Wisconsin - 5 offices, 8 drill rigs, and over 100 professionals. This presence enables us to provide unparalleled service to each, and every one of our clients by drawing upon the large network of personnel, equipment, supplies and other resources that are readily available for quick mobilization between our branch offices. With up to 10 branch, department and special project managers throughout the state, each working in daily contact and cooperation with a District Manager, Vice President and Senior Vice President (all of whom are based in Wisconsin), PSI clearly demonstrates an unmatched ability to allocate resources to multiple concurrent projects. J PSI maintains a full-service engineering laboratory, inspection, and testing office in Kaukauna, Wisconsin. Our offices are very well equipped with the necessary equipment and workspace to provide comprehensive materials storage and testing for soils, aggregate, concrete, masonry, - fireproofing, steel, and related materials. Each of our Branch offices is supervised by a Registered Professional Engineer, responsible - for over -seeing the day-to-day technical and administrative affairs of the Branch office. Engineering reports generated by the Branch offices are reviewed by James Becco, a senior principal engineer in our firm. The resume of the principal engineer, as well as a selection of key personnel are included in a later section. The company's "Senior Author System," enables PSI to best match our pool of talent to the needs of every project and provides a degree of consistency in the technical quality of reports. The local presence of qualified professionals throughout the State, coupled with the scrutiny and assistance given by the seasoned senior staff, together serve to ensure that our clients receive prudent and reliable engineering recommendations, maintaining a keen familiarity with local conditions and typical construction practices. Our senior principal engineers are readily available to meet with clients to discuss the particulars of any project, adding a personal element to the consulting process. PSI's local team includes senior engineers, technicians, inspectors and support personnel with =. specific qualifications and experience to successfully address the complex challenges associated with any project. This team of professionals is managed through a Matrix Management system that allows sharing of resources, both between departments and between local offices. Regionally, PSI's Wisconsin Operations can be illustrated as follows: www.intertek.com/building PSI Proposal No.: 0094-269251 Otrq� 2019 Capital Improvement Projects February 15, 2019 Page 13 CITY OF OSHKOSH CAPITAL IMPROVEMENTS PSI ORGANIZATIONAL CHART From a Project Management perspective, each project is set up differently, depending on the service line or specific project requirements. However, our approach will be to manage and staff projects through a single point -of -contact that will serve as an overall Contract Manager. This individual will ensure compliance with the overall contract and coordinate with the appropriate Project Manager. The Project Manager will: ■ Direct the day-to-day field activities; ■ Coordinate senior professional engineers to support the project(s); ■ Coordinate and manage project staff to provide dedicated on-site services; ■ Direct and coordinate subcontract activities, if necessary. www,intertek.com/building Oin REFERENCES PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 14 Paul DeVries, P.E. City Engineer/Deputy Director of Public Works City of Fond du Lac - 920.322.3473 pdevries(a-),fdl.wi.gov PSI has provided a wide range of geotechnical and materials testing services for various City of Fond du Lac projects including public works projects, park and recreation facilities, roadway reconstruction, new/proposed developments and other projects. - Karen Heyrman, P.E. Deputy Director of Public Works Grand Chute 920.832.1581 Karen. heyrman(a).grandchute.net PSI performed the annual testing contract for the City of De Pere in 2012, 2014, 2015 and provided a testing quality control program and construction monitoring to document whether the construction observed, and materials tested are in conformance with the project's contract documents. Karen Heyrman was the Assistant City Engineer overseeing our services until recently accepting a new position with the Town of Grand Chute. Don Neitzel, P.E. Kunkel Engineering Beaver Dam, WI 920.356-9447 dneitzel(a-)_kunkelengineering.com PSI has worked with Kunkel Engineering for numerous years as an independent testing agency for the municipalities they serve or act as the Engineer. Examples include the City of West Bend, City of Berlin, City of Green Lake, City of Fox Lake, City of Horicon, and the City of Princeton. PSI's responsibility is to test and observe the quality of materials and workmanship in areas of our involvement for compliance with project specs and plans and report the findings to the appropriate party in a timely manner, so any deficiencies can be promptly corrected. www.intertek.com/building PSI Proposal No.: 0094-269251 o 2019 Capital Improvement Projects inn, February 15, 2019 Page 15 OTHER SIMILAR EXPERIENCE Waukesha County: Various Projects — Through a Master Services Agreement for Engineering Services with Waukesha County, PSI has provided a wide range of geotechnical and materials testing services for or public works projects, park and recreation facilities, roadway reconstruction, new/proposed developments and other projects. For example, PSI completed a retaining wall design for a new modular block retaining wall that was constructed on the south side of CTH Q, from Colgate Road to CTH Y. PSI completed a full set of design plans and specifications that were used to bid the construction of the wall. During performance of this project, PSI also installed wells surrounding an existing retention pond and performed mounding calculations. Overall, PSI's services for Waukesha County have included the full range of geotechnical field services (laboratory services, analysis and design recommendations) and construction materials testing (foundation inspections, soils compaction testing, concrete testing). City of Waukesha: Various Projects — Through various annual contracts with the Department of Engineering and the Waukesha Water Utility, PSI has provided a wide range of geotechnical and testing services for parks, roadways, sewer/water lines, utilities and other projects, such as bridges and maintenance facilities. Services have included the full range of geotechnical field services, laboratory services and materials testing, including soils compaction testing, compressive strength testing for concrete, footing inspections and other related inspection and testing as necessary. City of De Pere: Various Projects — Through various annual contracts with the Department of Engineering and the Public Works Department, PSI has provided a wide range of geotechnical and testing services for parks, roadways, sewer/water lines, utilities and other projects. Services have included the full range of geotechnical field services, laboratory services and materials testing, including soils compaction testing, compressive strength testing for concrete, footing inspections and other related inspection and testing as necessary. Milwaukee County: Various Projects — Through a Master Consulting Agreement for Geotechnical Engineering and Materials Testing Services with Milwaukee County, PSI has provided a wide range of geotechnical and testing services for parks, roadways, new/proposed developments and other projects, such as swimming pool rehabilitations, bridges and bike trail maintenance facilities. Services have included the full range of geotechnical field services, laboratory services, analysis and design recommendations, as well as the subsequent materials testing during construction — compaction testing, concrete testing, footing inspections and other related inspection and testing as necessary. www.intertek.com/building tJ Lei \Yavkr�ht� -pe Pere t•tV i,,el)s'An ton PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 16 Milwaukee County: Various GMIA Projects — Through a Master Consulting U"'W.V'" tou-11,.0 Agreement for Geotechnical Engineering and Materials Testing Services with 0 EA Milwaukee County, PSI has provided a wide range of geotechnical services at General Mitchell International Airport. Projects have included runway reconstruction, concourse expansions, baggage handling upgrades and other projects. MITCHELL vk li PAe ltJN*.4 PiA Prjpt AUTHORIZATION If this proposal is acceptable to you, PSI will perform the work in accordance with the attached - General Conditions that are incorporated into and made a part of this proposal. Please sign below as notice to proceed and return one copy of this proposal intact to our office. We will proceed with the work upon receipt of authorization. PSI appreciates the opportunity to offer its services to your project and looks forward to being of service to you. Meanwhile, if you have any questions or `require additional information, please contact our office at (920) 735-1200. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Patrick Bray Branch Manager James Becco, P.E. Vice President www.intertek.com/building o U in PROPOSAL ACCEPTANCE: AGREED TO, THIS BY (please print): TITLE: COMPANY: SIGNATURE: DAY OF PROJECT INFORMATION: 1. Project Name: 2. Project Location: 3. Your Job No: Purchase Order No.: 4. Project Manager.' Telephone No.: 5. Site Contact: Telephone No.: 6. Distribution of Reports: PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 17 , 2019 Name Email Address Report Type W w0 Z Lo U Cn 7. Invoicing Address: Attn: 8. Other Pertinent Information Or Previous Subsurface Information Available: www.intertek.com/building GENERAL CONDITIONS PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 18 1. PARTIES AND SCOPE OF WORK: Professional Service Industries Inc. ("PSI") shall include said company or its particular division, subsidiary or affiliate performing the work. "Work" means the specific service to be performed by PSI as set forth in PSI's proposal, Client's acceptance thereof and these General Conditions. Additional work ordered by Client shall also be subject to these General Conditions. "Client" refers to the person or business entity ordering the work to be done by PSI. If Client is ordering the work on behalf of another, Client represents and warrants that it is the duly authorized agent of said party for the purpose of ordering and directing said work. Unless otherwise stated in writing, Client assumes sole responsibility for determining whether the quantity and the nature of the work ordered by the client is adequate and sufficient for Client's intended purpose. Client shall communicate these General Conditions to each and every third party to whom Client transmits any part of PSI's work. PSI shall have no duty or obligation to any third party greater than that set forth in PSI's proposal, Client's acceptance thereof and these General Conditions. The ordering of work from PSI, or the reliance on any of PSI's work, shall constitute acceptance of the terms of PSI's proposal and these General Conditions, regardless of the terms of any subsequently issued document. 2. TESTS AND INSPECTIONS: Client shall cause all tests and inspections of the site, materials and work performed by PSI or others to be timely and properly performed in accordance with the plans, specifications and contract documents and PSI's recommendations. No claims for loss, damage or injury shall be brought against PSI by Client or any third party unless all tests and inspections have been so performed and unless PSI's recommendations have been followed. Client agrees to indemnify, defend and hold PSI, its officers, employees and agents harmless from any and all claims, suits, losses, costs and expenses, including, but not limited to, court costs and reasonable attorney's fees in the event that all such tests and inspections are not so performed or PSI's recommendations are not so followed. 3. PREVAILING WAGES: This proposal specifically excludes compliance with any project labor agreement, labor agreement, or other union or apprenticeship requirements. In addition, unless explicitly agreed to in the body of this proposal, this proposal specifically excludes compliance with any state or federal prevailing wage law or associated requirements, including the Davis Bacon Act. It is agreed that no applicable prevailing wage classification or wage rate has been provided to PSI, and that all wages and cost estimates contained herein are based solely upon standard, non -prevailing wage rates. Should it later be determined by the Owner or any applicable agency that in fact prevailing wage applies, then it is agreed that the contract value of this agreement shall be equitably adjusted to account for such changed circumstance. Client will reimburse, defend, indemnify and hold harmless PSI from and against any liability resulting from a subsequent determination that prevailing wage regulations cover the Project, including all costs, fines and attorney's fees. 4. SCHEDULING OF WORK: The services set forth in PSI's proposal and Client's acceptance will be accomplished by PSI personnel at the prices quoted. If PSI is required to delay commencement of the work or if, upon embarking upon its work, PSI is required to stop or interrupt the progress of its work as a result of changes in the scope of the work requested by Client, to fulfill the requirements of third parties, interruptions in the progress of construction, or other causes beyond the direct reasonable control of PSI, additional charges will be applicable and payable by Client. 5. ACCESS TO SITE: Client will arrange and provide such access to the site and work as is necessary for PSI to perform the work. PSI shall take reasonable measures and precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipment. 6. CLIENT'S DUTY TO NOTIFY ENGINEER: Client warrants that it has advised PSI of any known or suspected hazardous materials, utility lines and pollutants at any site at which PSI is to do work, and unless PSI has assumed in writing the responsibility of locating subsurface objects, structures, lines or conduits, Client agrees to defend, indemnify and save PSI harmless from all claims, suits, losses, costs and expenses, including reasonable attorney's fees as a result of personal injury, death or property damage occurring with respect to PSI's performance of its work and resulting to or caused by contact with subsurface or latent objects, structures, lines or conduits where the actual or potential presence and location thereof were not revealed to PSI by Client. 7. RESPONSIBILITY: PSI's work shall not include determining, supervising or implementing the means, methods, techniques, sequences or procedures of construction. PSI shall not be responsible for evaluating, reporting or affecting job conditions concerning health, safety or welfare. PSI's work or failure to perform same shall not in any way excuse any contractor, subcontractor or supplier from performance of its work in accordance with the contract documents. Client agrees that it shall require subrogation to be waived against PSI and for PSI to be added as an Additional Insured on all policies of insurance, including any policies required of Client's contractors or subcontractors, covering any construction or development activities to be performed on the project site. PSI has no right or duty to stop the contractor's work. 8. SAMPLE DISPOSAL: Test specimens will be disposed immediately upon completion of the test. All drilling samples will be disposed sixty (60) days after submission of PSI's report. 9. PAYMENT: The quantities and fees provided in this proposal are PSI's estimate based on information provided by Client and PSI's experience on similar projects. The actual total amount due to PSI shall be based on the actual final quantities provided by PSI at the unit rates provided herein. Where Client directs or requests additional work beyond the contract price it will be deemed a change order and PSI Will be paid according to the fee schedule. Client shall be invoiced once each month for work performed during the preceding period. Client agrees to pay each invoice within thirty (30) days of its receipt. Client further agrees to pay interest on all amounts invoiced and not paid or objected to for valid cause in writing within said thirty (30) day period at the rate of eighteen (18) percent per annum (or the maximum interest rate permitted under applicable law), until paid. Client agrees to pay PSI's cost of collection of all amounts due and unpaid after thirty (30) days, including court costs and reasonable attorney's fees. PSI shall not be bound by any provision or agreement requiring or providing for arbitration of disputes or controversies arising out of this agreement, any provision wherein PSI waives any rights to a mechanics' lien, or any provision conditioning PSI's right to receive payment for its work upon payment to Client by any third party. These General Conditions are notice, where required, that PSI shall file a lien whenever necessary to collect past due amounts. Failure to make payment within 30 days of invoice shall constitute a release of PSI from any and all claims which Client may have, whether in tort, contract or otherwise, and whether known or unknown at the time. www.intertek.com/building 0 PSI Proposal No.: 0094-269251 2019 Capital Improvement Projects February 15, 2019 Page 19 10. ALLOCATION OF RISK: CLIENT AGREES THAT PSI'S SERVICES WILL NOT SUBJECT PSI'S INDIVIDUAL EMPLOYEES OFFICERS OR DIRECTORS TO ANY PERSONAL LIABILITY AND THAT NOTWITHSTANDING ANY OTHER PROVISION OF THIS AGREEMENT CLIENT AGREES THAT ITS SOLE AND EXCLUSIVE REMEDY SHALL BE TO DIRECT OR ASSERT ANY CLAIM DEMAND OR SUIT ONLY AGAINST PSI. OF P SI' S FEE PAID TO PSI FOR ITS WORK ON THE PROJECT WHICHEVER IS THE GREATER BY AGREEING TO PAY PSI A SUM EQUIVALENT TO AN ADDITIONAL AMOUNT OF 5% OF THE TOTAL FEE TO BE CHARGED FOR P SI' S SERVICES. THIS CHARGE IS NOT TO BE CONSTRUED AS BEING A CHARGE FOR INSURANCE OF ANY TYPE BUT IS INCREASED CONSIDERATION FOR THE GREATER LIABILITY INVOLVED. IN ANY EVENT ATTOR NEY'S FEES EXPENDED BY PSI IN CONNECTION WITH ANY CLAIM SHALL REDUCE THE AMOUNT AVAILABLE AND ONLY ONE SUCH AMOUNT WILL APPLY TO ANY PROJECT. NEITHER PARTY SHALL BE LIABLE TO THE OTHER IN CONTRACT TORT (INCLUDING NEGLIGENCE AND BREACH OF STATUTORY DUTY) OR OTHERWISE FOR LOSS OF PROFIT (WHETHER DIRECT OR INDIRECT) OR FOR ANY INDIRECT, CONSEQUENTIAL PUNITIVE, OR SPECIAL LOSS OR DAMAGE INCLUDING WITHOUT LIMITATION LOSS OF PROFITS REVENUE BUSINESS OR ANTICIPATED SAVINGS (EVEN WHEN ADVISED OF THEIR POSSIBILITY). NO ACTION OR CLAIM WHETHER IN TORT CONTRACT OR OTHERWISE MAY BE BROUGHT AGAINST PSI ARISING FROM OR RELATED TO P S I'S WORK MORE THAN TWO YEARS AFTER THE CESSATION OF PSI'S WORK HEREUNDER REGARDLESS OF THE DATE OF DISCOVERY OF SUCH CLAIM. 11. INDEMNITY: Subject to the above limitations, PSI agrees not to defend but to indemnify and hold Client harmless from and against any and all claims, suits, costs and expenses including reasonable attorney's fees and court costs to the extent arising out of PSI's negligence as finally determined by a court of law. Client shall provide the same protection to the extent of its negligence. In the event that Client or Client's principal shall bring any suit, cause of action, claim or counterclaim against PSI, the Client and the party initiating such action shall pay to PSI the costs and expenses incurred by PSI to investigate, answer and defend it, including reasonable attorney's and witness fees and court costs to the extent that PSI shall prevail in such suit. 12. TERMINATION: This Agreement may be terminated by either party upon seven days' prior written notice. In the event of termination, PSI shall be compensated by Client for all services performed up to and including the termination date, including reimbursable expenses. 13. EMPLOYEES/WITNESS FEES: PSI's employees shall not be retained as expert witnesses except by separate, written agreement. Client agrees to pay PSI's legal expenses, administrative costs and fees pursuant to PSI's then current fee schedule for PSI to respond to any subpoena. For a period of one year after the completion of any work performed under this agreement, Client agrees not to solicit, recruit, or hire any PSI employee or person who has been employed by PSI within the previous twelve months. In the event Client desires to hire such an individual, Client agrees that it shall seek the written consent of PSI and shall pay PSI an amount equal to one- half of the employee's annualized salary, without PSI waiving other remedies it may have. 14. FIDUCIARY: PSI is not a financial advisor, does not provide financial advice or analysis of any kind, and nothing in our reports can create a fiduciary relationship between PSI and any other party. 15. RECORDING: Photographs orvideo recordings of the Client's own project may be taken by and used for the Client's own internal purposes. Photographs or video recordings may not be used for marketing or publicity or distributed to a third party or otherwise published without PSI's prior review and consent in writing. Taking photographs of other Clients' samples, test setups, or facilities, or recording in any manner any test specimen other than the test specimen related to the Client's project is prohibited; and the Client agrees to hold in strict confidence and not use any proprietary information disclosed either advertently or inadvertently. The Client shall defend, hold harmless, and indemnify PSI for any breach of this clause. 16. CHOICE OF LAW AND EXCLUSIVE VENUE: All claims or disputes arising or relating to this agreement shall be governed by, construed, and enforced in accordance with the laws of Illinois. The exclusive venue for all actions or proceedings arising in connection with this agreement shall be either the Circuit Court in Cook County, Illinois, or the Federal Court for the Northern District of Illinois. 17. PROVISIONS SEVERABLE: The parties have entered into this agreement in good faith, and it is the specific intent of the parties that the terms of these General Conditions be enforced as written. In the event any of the provisions of these General Conditions should be found to be unenforceable, it shall be stricken, and the remaining provisions shall be enforceable. 18. ENTIRE AGREEMENT: This agreement constitutes the entire understanding of the parties, and there are no representations, warranties or undertakings made other than as set forth herein. This agreement may be amended, modified or terminated only in writing, signed by each of the parties hereto. B-900-11(14) 9/17 www.intertek.com/building PSI Proposal No.: 0094-269251 (t 2019 Capital Improvement Projects February 15, 2019 Page 20 CITY OF OSHKOSH PROPOSAL COST BREAKDOWN CONSTRUCTION MATERIALS TESTING SERVICES 2019 CAPITAL IMPROVEMENT PROGRAM ITEM DESCRIPTION UNIT EST QTY. BID UNIT PRICE PRICE BID TOTAL 1. Roundtrip Charge Each 175 $35.00 $ 6,125.00 2. Field Time Hour 1,500 $37.00 $ 55,500.00 3. Equipment Rental Hour 1,500 $1.25 $ 1,875.00 4. Vehicle Rental Hour 1,500 $3.00 $ 4,500.00 5 Sieve Analysis of Each 20 $50.00 $ 1,000.00 Aggregate 6. Modified Proctor Density Each 15 $145.00 $ 2,175.00 Test (aggregate) 5. Trench Backfill Testing Each 40 $75.00 $ 3,000.00 Reports ;w 7. Engineer Consultation Hour 15 $90.00 $ 1,350.00 8• Project Manager Hour 85 $70.00 $ 5,950.00 TOTAL $ 81,475.00 f RESPONSE TIME TO SITE 0.5 Hours www.intertek.com/building James M. Becco, PE Vice President/Principal Engineer Waukesha, Wisconsin Year started with PSI: 1992 Years experience with other firms: 22 Education • Bachelor of Science in Civil Engineering; Michigan Technological University, Houghton, MI; 1986 Certifications/Registrations/Technical Training • Registered Professional Engineer —Wisconsin, Illinois, Iowa and Minnesota • Wisconsin Department of Natural Resources Registered PECFA Consultant • Previously DILHR Certified Tank Assessor and Remover/Cleaner • Environmental: ■ "Phase I Environmental Site Assessment Seminar" ■ "Environmental Site Assessments" ■ "Asbestos Building Inspectors and Supervisors Course" ■ "Phase II Environmental Site Assessments" ■ 40 -Hour - 29 CFR 1910 Training Course ■ 8 -Hour Supervisory Training - CFR 1910 Course ■ "Petroleum Hydrocarbon & Organic Chemicals in Groundwater: Prevention, Detection and Restoration" ■ "Mold Seminar" ■ "Renewable Sources of Energy — Wind Power" ■ "Constructed Wetlands — Basic Concepts" ■ "Wetland Delineation I — The Basics" • Geotechnical and Materials: ■ "Fundamentals of Shallow Foundation Design" ■ "Deep Foundation Exploration and Design" ■ "Retaining Wall Design- I" ■ "Retaining Wall Design- II" ■ "Ethical Decision Making for Engineers" ■ "Riprap Design" ■ "Excavation Safety and Shoring" ■ "Storm water Management —An Introduction" ■ "Advanced Storm water Treatment — Design" ■ "Slope Stability" ■ "Design of Sheet Pile Walls" ■ "Geotechnical Properties of Marine Calcareous Soils" ■ "Drilling and Sampling of Soil and Rock" ■ "Ethical Decision Making for Engineers" Professional Experience Mr. Becco is the Vice President of PSI's operations throughout Wisconsin, including offices in Waukesha, Ripon, Green Bay, Menasha, and Chippewa Falls. In this role, Mr. Becco provides overall daily management, technical oversight, and direct supervision to the Branch and District Managers, as well as to their local environmental, geotechnical, and construction services departments. With more than 29 years of experience in Geotechnical Engineering and Environmental Consulting, Mr. Becco has extensive James M. Becco, PE Vice President/Principal Engineer Waukesha, Wisconsin Page 2of3 knowledge of subsurface conditions and the regulatory framework throughout Wisconsin. He has been involved with numerous projects of varying complexity, including stream and groundwater monitoring, petroleum assessments, solvent (dry cleaner) investigations, and a multitude of geotechnical engineering studies. As a principal client contact, project manager and senior consultant on a wide range of projects, Mr. Becco is also involved in proposal and report preparation, project planning and administration, as well as the coordination and supervision of field staff. Mr. Becco joined PSI in 1986 and worked throughout Wisconsin, Florida and Michigan where he was responsible for overall management, technical and administrative duties of geotechnical and environmental departments, and report preparation, review and technical consultation. He joined Midwest Engineering Services (MES) in January of 1992 as the Department Manager for Environmental Services in the Waukesha, Wisconsin office. He was promoted to the position of Branch Manager in August of 1995, and then to Region Manager overseeing all of MES' five Wisconsin offices in July of 2000. Mr. Becco was responsible for the oversight and direct supervision of each of the branch managers. Mr. Becco also acted as a senior geotechnical and environmental consultant, and a principal engineer for each of the branches. Mr. Becco re -joined PSI in 2014 when MES was acquired by PSI. Representative Environmental Consulting Project Experience • Project Manager - More than 300 Circle K and 7 -Eleven C -store and service station upgrades across the State of Florida. Developed and performed or managed environmental assessments, leaking underground storage tank investigations and station upgrade projects. • Project Manager - More than 100 Speedway and Marathon C -store and service station upgrades across the State of Wisconsin, and into northern Illinois. Developed and performed or managed environmental assessments, leaking underground storage tank investigations, and underground storage tank removals. • Project Manager - Evaluation of heavy metals (including chromium and silver), volatile organic compounds, and sulfide/chloride contamination within soil and groundwater at the Photo -Cut facility in Waukesha, Wisconsin. Developed and performed the environmental assessment, including field work, data evaluation, statistical data analysis, and preparation of regulatory closure reports. • Project Manager - Evaluation of contaminants, and of storm water control at the Valley Sand and Gravel quarry in New Berlin, Wisconsin. Developed and managed the environmental assessment. • Project Manager overseeing the performance of Phase I and Phase II Environmental Assessments at numerous Walmart, Lowes, Menards, and Meijer Retail Stores across the State of Wisconsin Representative Power Transmission Project Experience • Lead Engineer/Project Manager — Geotechnical Evaluation, 200+ Transmission Line and Substation Projects (Electrical Consultants, Inc. and American Transmission Company), State of Wisconsin James M. Becco, PE Vice President/Principal Engineer Waukesha, Wisconsin Page 3 of 3 • Lead Engineer/Project Manager — Geotechnical Evaluation, Border to Apple River Substation T -Line Project (Dairyland Power Cooperative), Polk County, Wisconsin • Lead Engineer/Project Manager — Geotechnical Evaluation, 15+ Substation Projects (WE Energies), State of Wisconsin • Lead Engineer/Project Manager — Geotechnical Evaluation, 15+ Substation Projects (Xcel Energy), Northwestern Wisconsin • Lead Engineer/Project Manager — Geotechnical Evaluation, Forward Wind Project (Invenergy, LLC), Fond du Lac County, Wisconsin • Lead Engineer/Project Manager— Geotechnical Evaluation, Glacier Hills Wind Project (WE Power, LLC), Columbia County, Wisconsin • Lead Engineer — Preliminary Geotechnical Evaluation, Lancaster Wind Project (Navitas Energy), Stephenson County, Illinois Summary of Qualifications Professional Service Industries, Inc. Patrick J. Bray Branch Manager Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; University of Wisconsin - Madison, Civil Engineering, 2012 Professional Registration/Certification Certified Soil Tester (CST) - Wisconsin Continuing Education and Short Courses Construction Materials Testing: American Concrete Institute Field Testing Technician - Grade 1 Nuclear Density Gauge Operation Training — Engelhardt and Associates, Inc. Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, April 1, 2014 to present. Mr. Bray was promoted to Branch Manager of the Kaukauna office in 2014. His responsibilities include overseeing the daily operations of the geotechnical, environmental and construction testing departments; preparation and review of reports; management of field and laboratory personnel; coordination of daily schedules; and administrative and marketing responsibilities. Midwest Engineering Services, Inc. Green Bay, WI, June 2012 to March 2014: Mr. Bray joined MES in June of 2012 upon graduation. As Project Manager in the Green Bay office, Mr. Bray was responsible for the daily management and technical oversight of the Construction Services Department. In addition, he also assisted in the Geotechnical Department by preparing reports and performing drill scheduling. Prior to joining MES, Mr. Bray gained 8 months of experience through a co-op with a consulting engineering firm based in Madison. His responsibilities included laboratory testing, concrete testing, and foundation subgrade evaluations. Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Andrew Larsen Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; University of Wisconsin - Oshkosh, Geology, 2014 Professional Registration/Certification Certified Soil Tester (CST) - Wisconsin Continuing Education and Short Courses Construction Materials Testing: American Concrete Institute Field Testing Technician — Grade 1 Nuclear Density Gauge Operation Training — Professional Service Industries, Inc. Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, February 17, 2015 to present. Mr. Larsen was hired by PSI as a Driller's Assistant and promoted to Engineering Technician in June of 2015. His responsibilities included laboratory testing, concrete testing and foundation subgrade evaluations. In May of 2017, Mr. Larsen was promoted to a Staff Geologist. He is responsible for the daily management and technical oversight of the Construction Services Department. In addition, he also assists in the Geotechnical Department by preparing reports and performing drill scheduling. Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Dave Holey Technician Kaukauna, Wisconsin Office Education and Special Training General Business; Palm Beach State College, 2013 Professional Registration/Certification Continuing Education and Short Courses Construction Materials Testing: American Concrete Institute Field Testing Technician — Grade 1 Nuclear Density Gauge Operation Training — Professional Service Industries, Inc. Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, September 19, 2017 to present. Mr. Holey was hired by PSI as an Engineering Technician in September of 2017. His responsibilities include laboratory testing, concrete testing and foundation subgrade evaluations. Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Steve Van Rossum Technician Kaukauna, Wisconsin Office Education and Special Training Appleton East High School -- Professional Registration/Certification Continuing Education and Short Courses Construction Materials Testing: American Concrete Institute Field Testing Technician — Grade 1 Nuclear Density Gauge Operation Training — Professional Service Industries, Inc. Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, September 6, 2017 to present. Mr. Van Rossum was hired by PSI as an Engineering Technician in September of 2017. His responsibilities include laboratory testing, concrete testing and foundation subgrade evaluations. Professional Service Industries, Inc.