The URL can be used to link to this page

Home My WebLink About39. Professional Services Agreement - Professional Services Industries, Inc. for Subsurface Exploration and Geotechnical Engineering Evaluation for 2023 Capital Improvement Program I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\Mark R Memo- Agreement_7-21-22.docx Page 1 of 1 TO: Honorable Mayor and Members of the Common Council FROM: Mark A. Rohloff, City Manager DATE: July 21, 2022 RE: Professional Services Agreement with Professional Service Industries, Inc. (PSI) for Subsurface Exploration and Geotechnical Engineering Evaluation for the 2023 Capital Improvement Program (CIP) ($54,224.50) The Department of Public Works requested proposals from seven (7) geotechnical engineering consulting firms for subsurface exploration, soil classification, geotechnical engineering, and construction recommendations for the proposed 2023 CIP. Soil borings will be completed within the right-of-way for street and utility projects. The Department of Public Works received proposals from three (3) firms. One of the proposals was determined to be non-responsive to the required Scope of Services. After a thorough review of the remaining two (2) proposals received, PSI was chosen to perform the services. The work associated with this agreement is anticipated to be complete by the spring of 2023. The cost of these services is estimated not to exceed $54,224.50 and will be split among the Street Paving, Storm Water, Water, Sanitary Sewer, and Property Improvement CIP sections. Funding was budgeted in all five (5) sections of the 2022 CIP (Account #03210410-68XX-04091/Multiple Funds and #03231717-7216-63001/Parking Lot Improvements-Land Improvement-Parking Lot Improvements). Chapter 12 of the Municipal Code of the City of Oshkosh provides that professional services of a specialized nature may be procured without the use of formal, sealed quotes. I have reviewed this agreement and in accordance with Section 12-16 of the Code, I am hereby recommending the Common Council approve the award of this agreement. MAR/jlg PROPOSAL FOR SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES City of Oshkosh 2023 Capital Improvement Projects Prepared for: City of Oshkosh Department of Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 July 18, 2022 PSI Proposal No. PO-0094-378510 PSI Proposal No.: 0094-378510 2023 Capital Improvement Projects July 18, 2022 www.intertek.com/building Professional Service Industries, Inc. 3009 Vandenbroek Road Kaukauna, Wisconsin 54130 Phone: (920)-735-1200 Mr. Michael Blank City of Oshkosh Department of Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 Re: Geotechnical Engineering Services Proposal City of Oshkosh 2023 Capital Improvement Projects PSI Proposal No.: PO-0094-351635 Dear Mr. Blank, Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit this proposal to provide geotechnical engineering services for the City of Oshkosh 2023 Capital Improvement Projects. Additional background information is included to provide you with a general overview of our company, as well as demonstrate that PSI has the equipment, experience, and personnel resources to provide quality subsurface exploration and geotechnical engineering services for your 2023 Capital Improvement Projects. We appreciate the opportunity to offer our services. Please call at any time if we can be of assistance. Sincerely yours, PROFESSIONAL SERVICE INDUSTRIES, INC. Patrick Bray, E.I.T. James M. Becco, P.E. Branch Manager Vice President PSI Proposal No.: 0094-378510 2023 Capital Improvement Projects July 18, 2022 www.intertek.com/building SUBJECT: Proposal for Subsurface Exploration and Geotechnical Engineering Services 2023 Capital Improvement Projects City of Oshkosh, Wisconsin PSI Proposal No. PO-0094-378510 STATEMENT OF INTEREST Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit this proposal to provide Subsurface Exploration and Geotechnical Engineering Services for the 2023 Capital Improvement Projects in the City of Oshkosh. Professional Service Industries is a privately held corporation that was incorporated in Delaware on June 26, 1972. PSI acquired Midwest Engineering Services, Inc., a Wisconsin corporation, in a stock transaction on March 31, 2014. All Midwest Engineering personnel were retained after the purchase. Within Wisconsin, PSI has four (4) offices located in Waukesha, Ripon, Kaukauna, and Chippewa Falls. PSI is well-poised geographically to efficiently provide the subsurface exploration and geotechnical engineering services for the City of Oshkosh from this network of branch offices. PSI has the necessary experience, personnel, and equipment resources to complete assignments in a professional manner on a timely basis, at a reasonable cost. We have performed geotechnical services for numerous private development and public works projects throughout Wisconsin, including for the City of Oshkosh 2021 Capital Improvement Projects. The requested workscope will be performed by our Kaukauna branch office. Additional company and personnel information is provided in the Statement of Qualifications in Appendix B. Based on the information provided in your June 29, 2022, Request for Proposal (RFP), a brief description of our understanding of the projects and a discussion of the scope of services to be provided are included in the following paragraphs. PROJECT AND SERVICES OVERVIEW It is understood the proposed 2023 Capital Improvement Projects will consist of utility and pavement construction along portions of Coolidge Avenue, West Lincoln Avenue, McKinely Street, Arthru Avenue, Tyler Avenue, Bauman Street, Lake Butte Des Morts Drive, Oak Street, Beech Street, Hollister Avenue, Clarks Court, Lakeshore Park Trail, Parking Lot Improvements, Miscellaneous Additional Projects and Environmental Only Drilling. A total of 94 soil Proposal for Subsurface Exploration and Geotechnical Engineering Services 2023 Capital Improvement Projects PSI Proposal No.: PO-0094-378510 July 18, 2022 Page 2 www.intertek.com/building borings extending to depths ranging from about 10 to 25 feet (1,610 lineal feet) have been requested to provide subsurface information for design of these projects. Based on a site reconnaissance, it is anticipated that traffic control consisting of flagging personnel will be required in some locations. The work scope is divided into sixteen (16) contracts. The requested work scope and services to be provided by contract are documented in Scope of Services section of the RFP, provided in Appendix A. Preliminary meetings for boring layout will be coordinated with utility locators and City of Oshkosh personnel to determine the specific soil boring locations. PSI will coordinate planned drilling schedules with City of Oshkosh personnel, for traffic control and environmental issues, as required. As requested, 94 soils borings will be drilled to depths ranging from 10 to 25 feet (1,610 lineal feet), or to auger penetration refusal depths, will be performed. Drilling without sampling and rock coring at offset locations may be necessary to confirm refusal depths and the presence of bedrock. It is understood the sites are accessible with a standard truck-mounted drill rig. The subsurface exploration will be performed with a truck- mounted drill rig or an all-terrain (ATV) mounted rig drill rig, utilizing continuous flight hollow stem auger to advance the test holes. Soil samples will be secured by the Standard Penetration Test method at 2.5-ft. intervals throughout the borings. Laboratory visual classification and other testing, as applicable, will be performed to determine the behavioral characteristics of the subsurface materials encountered. Following the completion of drilling activities and groundwater observations, the boreholes will be backfilled with bentonite chips and the surface pavements patched with asphalt, as needed. The field work will be performed in general accordance with the RFP Scope of Services Requirements, which are included in Appendix A. The results of the subsurface exploration and laboratory testing will be utilized in an engineering evaluation and presented in written reports for each contract, summarizing the soil and groundwater conditions encountered, and provide engineering evaluation in general accordance with the RFP Scope of Services requirements. COST ESTIMATE PSI proposes to perform these services in accordance with the RPF-Proposal Cost Breakdown and PSI’s Standard Fee Schedule, both of which are enclosed in Appendix A. A summary of the anticipated cost for the outlined services is the sum of the individual contract totals. An additional cost is included for steam cleaning, rock coring, drilling without sampling, miscellaneous additional projects, and environmental only drilling, if required. The sum for the requested services will be on the order of $54,224.50. Final compensation will depend upon the actual number and depth of borings drilled and laboratory tests performed. Where an alteration to the workscope may be warranted, or additional services are needed, prior authorization from the client Proposal for Subsurface Exploration and Geotechnical Engineering Services 2023 Capital Improvement Projects PSI Proposal No.: PO-0094-378510 July 18, 2022 Page 3 www.intertek.com/building will be obtained, and any additional work will be charged at the unit rates shown on the accompanying Standard Fee Schedule. AUTHORIZATION PSI will proceed with the work on the basis of written approval. Please provide formal acceptance by having an appropriate party sign in the space below. The return of only the signature page will indicate acceptance of the entire proposal document, including Appendix A and Appendix B. Should you have any questions regarding this proposal, or if we could be of any other assistance, please call at any time. We are looking forward to working with you on this project. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Patrick Bray, E.I.T. James M. Becco, P.E. Branch Manager Vice President Accepted by: City of Oshkosh Name: Signature: Title: Date: Appendix A: Request for Proposal Information Standard Fee Schedule Insurance Certificate Appendix B: Statement of Qualifications APPENDIX A A Request for Proposal Information Standard Fee Schedule Insurance Certificate ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȧȱȱ ȏŜȬŘşȬŘŘǯ¡ȱ ȱ ȱŗȱȱŘȱ &LW\+DOO&KXUFK$YHQXH32%R[2VKNRVK:,KWWSZZZFLRVKNRVKZLXV ȱŘşǰȱŘŖŘŘȱ ȱ ȱ¢ȱ ȱȱǰȱǯȱ ŗŗŘśȱȱ ¢ȱǰȱȱȱ ǰȱȱȱśŚşśŘȱ ȬǱȱȱǯ¢ȓǯȱ ȱ Ǳȱ ȱȱȱȱȱ¡ȱȱ ȱȱȱ ȱŘŖŘřȱȱȱȱ ȱ ȱǱȱ ȱ ȱ ¢ȱ ȱ ȱ ȱ ¢ȱ ȱ ȱ ȱ ȱ ȱ ȱ ¡ȱ ȱ ȱȱȱȱȱȱ¢ȂȱŘŖŘřȱȱȱǯȱ ȱȱȱȱȱȱ ȱȱȱȱ¡ȱȱȱȱ¢ȱȱȱȱ ȱȱ ȱȱ ȱȱȱȱ¡ǯȱȱȱȱȱȱȱȱ£ȱȱȱȱȱ ȱǲȱȱ¢ȱǲȱȱǰȱȱǲȱȱ ȱǯȱȱȱ ǰȱȱȱȱȱȱȱȱȱȱȱȱ¢ȱȱ¢Ȭ ȱǯȱȱȱȱ ȱ ȱȱȱǰȱȱȱǱȱȱȱȱ¡ǰȱ ȱ ȱ ȱ ȱ ǰȱȱȱǰȱȱȱ ȱȱǰȱȱȱȱȱȱ ȱȱ ǯȱȱȱȱ ȱȱȱǻŗřǼȱȱǰȱȱ ȱȱȱȱȱ ȱȱȱȱȱȱȱǯȱȱȱȱ ȱȱ ȱȱȱȱ ȱ ȱȱ ȱȱȱȱȱȱ¢ȱȱȱȱȱǯȱȱȱ ȱȱȱ ȱ ȱȱȱȱ ¢ȱȱȱȱȱǯȱ ȱ ȱȱȱȱȱȱȱȱȱȱȱȱȓǯǯ ǯȱ ǻ ȱȱȱȱȱȃŘŖŘřȱȱ¡ȱȱ ȱȱȱ ȱȄǼȱ¢ȱŗŘǱŖŖȱȱȱ¢ǰȱ¢ȱŗŚǰȱŘŖŘŘǯȱȱȱȱȱȱȱ ȱȱȱȱȱȱȱȱȱȱȱ¢ȱŗŘǱŖŖȱȱȱ¢ǰȱ¢ȱŗśǰȱ ŘŖŘŘǯȱȱȱȱȱǻŗǼȱȱ¢ȱȱȱǻŗǼȱȱ¢ȱȱȱȱȱ¢ȱ¢ȱȱȱ ȱȱȱ¢ǰȱ¢ȱŗşǰȱŘŖŘŘǯȱȱȱȱȱȱ ȱȱȱȱ ȱȱȱ¢ȱ ¢ǰȱ¢ȱŘŜǰȱŘŖŘŘǯȱȱȱȱ¢ȱȱȱȱȱ ǰȱȱȱ ȱȱȱ ¢ǯȱ ȱ ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȧȱȱ ȏŜȬŘşȬŘŘǯ¡ȱ ȱ ȱŘȱȱŘȱ ȱ ȱȱȱȱȱȱȱȱȱǰȱȱȱ ǰȱȱȱ ǰȱȱȱǰȱȱȱȱǰȱȱȱ£ȱ ǰȱȱȱ¢ȱȱǰȱȱȱȱ¡ȱ¢ȱ ȱǯȱȱȱȱȱ ȱȱȱȱȱȱȱȱȱ ȱ ȱȱȱȱȱȱȱǯȱ ȱ ȱ¢ȱȱ¢ȱǰȱȱȱȱȱȱȱǯȱ ȱ ¢ǰȱ ȱ ȱȱ ȱȱȱ ȱ Ȧȱ ȱ ȱ ȱ Ǳȱ ȱǰȱǯǯǰȱǰȱȱȱȱȱ ȱ ȱǯȱ ǰȱǯǯǰȱȱȱȱȱȱȦȱȱ ȱȱ ȱ ȱ ǰȱǯǯǰȱȱȱȱȦȱ¢ȱȱ ȱȱ ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱȏŜȬŘşȬŘŘǯ¡ȱ ȱŗȱȱŜȱ ȱȱȱȱȱȱ ȱ ȱ ȱȱȱ ŘŖŘřȱȱȱȱ ȱ ŗǯȱȱȱȱȱȱȱȱȱ¢ȱȱȱ ȱȱȱȱ ȱ ȱ ¡ǯȱ ȱ ȱ ȱ ȱ ȱ ȱ ȱ ȱ £ȱ ȱ ¡ȱ ȱ ȱ ȱ ȱ ǲȱ ȱ ǲȱ ȱ ǰȱ ȱ ǲȱ ȱǲȱȱȱ¢ȱȱǯȱȱȱȱȱȱȱ ȱ ȱ ȱ ȱ ȱ ȱ ȱ ȱ ȱȱȱȱ¢ȱ ȱ¢Ȭȱǯȱȱȱȱȱȱȱȱȱ ȱ ¢Ȭȱȱȱǯȱȱȱ ȱ ȱȱȱşŜȱȱȱȱȱȱȱ ȱȱȱǱȱȱȱ ȱ ǯȱȱǻȱȱȱȱ¡ȱǼȱ ŗǯǻŘǼȱȮȱŘŖȬǯȱǯȱ Řǯȱ¢ȱȱȱ¡ȱ ȱŘŖŗřȱŘȄȱȱ¡ȱ¢ǯȱ ȱ ǯȱȱȱǻ ȱȱȱȱǼȱ ŗǯǻŝǼȱȮȱŘśȬǯȱǯȱ Řǯȱ¢ȱȱŗşŝŝȱȱ¡ȱǯȱ ȱ ǯ ¢ȱȱǻȱȱȱȱȱǼȱ ŗǯǻŚǼȱȮȱŗśȬǯȱǯȱȱ Řǯȱ¢ȱȱŗşŖśȱȱ¡ǯȱ ȱ ǯȱȱǻȱ ¢ȱȱȱȱǼȱ ŗǯǻŜǼȱȮȱŘŖȬǯȱǯȱ Řǯȱ¢ȱȱŗşŘşȱȱ¡ȱǯȱ ȱ ǯ¢ȱȱǻȱ ¢ȱȱȱȱǼȱ ŗǯǻŜǼȱȮȱŘśȬǯȱǯȱ Řǯȱ¢ȱȱŗşřşȱǯȱ ȱ ǯȱȱǻ¢ȱȱȱȱȱǼȱ ŗǯǻŘǼȱȮȱŘśȬǯȱǯȱ Řǯȱ¢ȱȱŗşŘśȱȱ¡ȱǻŘŖŖřȱȱȱǻŗȄǼȱȱ¡ȱȱ¢Ǽǯȱ ȱȱ ǯȱȱȱȱȱǻ¢ȱȱȱ ȱǼȱ ŗǯǻŗŗǼȱȮȱŘśȬǯȱǯȱ Řǯȱ¢ȱȱŘŖŗŖȱǯȱ ȱ ǯȱȱǻȱȱȱȱ ȱǼȱ ŗǯǻŜǼȱȮȱŗśȬǯȱǯȱ Řǯȱ¢ȱȱŗşŞŞȱŝȄȱǯȱ ȱ ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱȏŜȬŘşȬŘŘǯ¡ȱ ȱŘȱȱŜȱ ǯȱȱǻȱȱȱȱȱǼȱ ŗǯǻŞǼȱȮȱŗśȬǯȱǯȱ Řǯȱ¢ȱȱŗşŞŖȱŝȄȱǯȱ ȱ ǯ ȱȱǻȱȱȱȱǼȱ ŗǯǻśǼȱȮȱŗśȬǯȱǯȱ Řǯȱ¢ȱȱŗşşśȱŝȄȱǯȱ ȱ ǯȱȱǻ ȱȱȱȱȬȬǼȱ ŗǯǻŘǼȱȮȱŗśȬǯȱǯȱ Řǯȱ¢ȱȱŗşŞŖȱȱ¡ǯȱ ȱ ǯȱȱȱ ŗǯǻŝǼȱȮȱŗŖȱǯȱǯȱ Řǯȱ¢ȱȱȱȱǯȱ ȱ ǯȱȱȱǻřŖŖȱȱȱȱȮȱŗŗśȱȱǼȱ ŗǯǻřǼȱȮȱŗśȬǯȱǯȱ Řǯȱȱȱȱǯȱ ȱ ǯȱȱȱǻŚŖŖȱȱȱȱȮȱŗŝȱȱǼȱ ŗǯǻŚǼȱȮȱŗśȬǯȱǯȱ Řǯȱȱȱȱǯȱ ȱ ǯȱȱǻǼȱ ŗǯǻśǼȱȮȱŗśȬǯȱǯȱ ŘǯǻśǼȱȮȱŘŖȬǯȱǯȱ řǯȱȱȱ¢ȱȱǻǼȱȱȱȱȱȱ ǯȱȱȱ ȱ ǯȬ¢ȱȱ ŗǯǻŗŖǼȱȮȱŗŖȬǯȱǯȱ ŘǯȬ¢ȱȱȱȱ¡ȱȱȱǯȱ ȱ Řǯȱ¢ȱȱȱǻ¢Ǽȱ ȱȱȱ ȱǱȱ ǯȱ ȱȱȱ ȱȦȱȱȱȱȱ ȱȱȱȱȱȱȱ ȱǯȱȱ ǯȱȱȱȱȱȱȱȱȱȱȱȱ ȱȱȱȱǰȱȱȱǯȱȱ ǯȱ ȱȱȱ ȱȱȱȱȱȱȱȱȱ ¢ǯȱ ǯȱ ȱȱȱ ȱȱȱȱ ȱ ȱǯȱ ǯȱȱȱȱȱȱȱȱȱ ȱȱȂȱ ȱȱȱȱǯȱ ȱȱ ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱȏŜȬŘşȬŘŘǯ¡ȱ ȱřȱȱŜȱ ǯȱȱȃȬȱȄȱ ȱȱ ȱȱȱȱȱȱ ǯȱȱȱȱȱȱȱȱȱȱȱȱǰȱȱ ǰȱ ȱȱ¢ȱȱȱȱȱȱȱǯȱȱȱȱ ȱ ȱȱȱȱǯȱ ȱ řǯȱ ȱȱȱ ȱȱȱ ȱǱȱ ǯȱȱ¢ȱȱȱȱȱȱȱȱȱȱǯȱ ǯȱ¡ȱȱȱ ŗǯȱȱȱȱȱȱȱȱ ȱȂȱ ǯȱȱȬȱȱȱ ȱȱȱȱ ȱ ȱȱȱ¢ȱȱȱ ȱȱ ǯȱ Řǯȱȱȱȱȱ¢ȱȱȱ ȱȱȱǰȱȱ Ȃȱ ȱǰȱȱ¢Ȃȱȱǯȱȱȱ¢Ȃȱ¢ȱȱ ȱ ȱȱȱ ȱȱȱǰȱȱȱȱȱȱȱȱ ȱǯȱȱȱ ȱȱȱȱȱȱȱȱȱȱ¢Ȃȱ¢ȱȱ ȱȱ ȱȱȱȱǻ¡¢ȱŘśȂǼȱȱȱȱȱ ǯȱ řǯȱ ȱȱ¢Ȃȱȱȱȱȱȱ ȱ ȱȱȱȱȱȱȱȱǻřǼȱ¢ȱȱȱȱȱȬ ¢ȱǯȱ Śǯȱ ȱ ȱ ȱ ȱ ȱ Ȭȱ ¢ȱ ȱ ȱ ¢Ȃȱ ȱ ȱ ȱ ȱ ȱ ȱȱ ǰȱ ¢ȱ ȱ ȱ¢ȱȱȱȱȱ¢ǯȱ śǯȱȱȱȱȱȱȱǯȱȱȱ ȱȱȱ ȱȱ ȱȱȱȱ¢ȱǰȱǰȱȱǰȱǯȱȱȱ ȱȱȱȱȱȱȱȱȱȱǯȱȱȱȱȱ ȱȱȱŜřŝȱȱŜŚřȱȱȱȱȱȱȱȱȱ ¢ȱ ȱȱǯȱ Ŝǯȱȱȱȱȱȱȱȱȱǰȱȱ ȱ ȱȱȱ ȱ ȱȱ¢ȱȱȱȱȱǯȱ ŝǯ ȱȱȱȱȱȱǰȱȱǰȱ ȱ¢ȱǯȱ Şǯȱ ȱ ȱ ȱ ȱ ŗǯśȂȱ Ȭȱ ǰȱ ȱ ŗȂȱ ǻ¢Ǽȱǰȱȱȱȱȱȱ ȱȱȱǻǯǯȱŗȂǼǯȱȱȱ ȱȱȱȱȱȱȱȱȱȱȱȱǯȱȱȱȱ ȱȱȱȱȱ¢ȱȱȱȱȱȱȱȱ¢ȱȱȱ ¡ȱȱǯȱȱȱȱȱȱȱȱȱȬ ȱȱȱȱȱȱǯȱ şǯȱȱȱȱȱȱȱȱȱǰȱȱȱ¢ȱ¢ȱȱ ȱȱȱȱȱȱȱ¢ǯȱȱȱȱȱȱȱȱȱȱȱ ȱȱȱȱǰȱȱȱȱ ȱȱȱȱȱ ȱ ȱȱȱȱȱ¢ǯȱȱȱȱȱȱȱȱȱȱȱȱ ȱǲȱǰȱȱȱȱȱ¢ȱȱȱȱȱ ȱ¢ǯȱȱȱȱȱȱȱȱȱȱȱȱ¢ȱȱǰȱ ȱ ȱȱȱȱȱȱȱȱȱǯȱ ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱȏŜȬŘşȬŘŘǯ¡ȱ ȱŚȱȱŜȱ ŗŖǯȱȱȱȱȱȱȱȱȱȱȱǯȱȱ¢ȱ¢ȱ ȱȱȱȱȱȱȱ ȱȱȱȱȱȱȱ ȱ ȱ ȱ ǯȱ ȱ ȱ ȱ ǰȱ ȱ ȱ ȱ ȱ ȱȱȱȱȱȱȱȱȱǯȱ ŗŗǯȱȱȱȱȬǯȱȱȱȱȱ ȱȱ Ȃȱ ¢ȱȱ ȱȱȱ¢ǯȱ ŗŘǯ ȱȱȱȱȱȱ¢ȱǯȱ ǯȱȱȱȱ ŗǯȱ ȱ ȱ ȱ ȱ ȱ ȱ ȱ ȱ ȃȱ ȱ Ȅȱȱȱ¢ȱȱ ȱȱȱȱȱȱȱȱ ȱ ȱ¢ȱȱȱȱ¢ȱȱǯȱȱȱȱ ȱ ȱȱȱȱ¢ȱȱȱǰȱ¢ȱȱ¢ȱȱ ¢Ȃȱȱȱȱȱȱȱȱ ȱ ȱ ¢ǯȱ Řǯȱȱȱȱȱȱȱȱȱȱȱȱȱǯȱȱ ȱȱȱȱȱȱȱ¢ȱȱȱǯȱȱȱȱȱȱȱ ȱȱȱȱȱȱ¢ȱȱȱȱǯȱ řǯȱȱȱȱȱȱȱȱȱȱȱȱ ǯȱȱȱȱȱȱ ǯȱȱ ŗǯȱ ǯȱ Řǯȱǯȱ řǯ¢ȱǯȱ Śǯ¡ȱȱǻȱ ȱ¢ȱǼǯȱ śǯȱȱȱȱ ǯȱȱȱ¢ȱ ȱȱȱȱ ǻǯǯȱ ȱ ¢ȱȱ Ǽǯȱȱȱ ǯȱȱȱǯȱ Ŝǯ ȱǯȱ ŝǯȱȱȱǯȱ Şǯȱȱȱǯȱ şǯ¢ȱȱǻȱȱȱȱǼȱȱ ǯȱǯȱ ǯȱȱǻȱȱǼǯȱ ǯȱǯȱ ǯȱȱǯȱ ǯȱǯȱ ǯȱȱȱȱǰȱȱǯȱ ȱ Śǯȱȱ ǯȱȱȱȱ ŗǯȱȱȱȱ¢ǰȱȱŗŞǰȱŘŖŘŘǯȱ Řǯȱȱȱȱȱ¢ǰȱȱŞǰȱŘŖŘŘǯȱ řǯ ¢ȱȱȱȱ¢ǰȱȱŞǰȱŘŖŘŘǯȱ Śǯȱȱȱȱ¢ǰȱȱŗŞǰȱŘŖŘŘǯȱ śǯ¢ȱȱȱȱ¢ǰȱȱŗŞǰȱŘŖŘŘǯȱ ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱ ȏŜȬŘŚȬŘŘǯ¡ȱ ȱŗȱȱşȱ ȱȱ ȱȱȱȱ ȱ ȱ ȱȱȱ ŘŖŘřȱȱȱȱ ȱ ȱȱǻȱȱȱ ȱȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŚŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱ Ǟȱ ȱ ȱ ȱ ȱ ȱȱȱǻȱȱȱ ȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŗŝśȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱȱ Ǟȱ ȱ ȱȱ 100.00 100.00 100.00 100.00 13.95 558.00 500.00 500.00 1,258.00 325.00 325.00 400.00 400.00 13.95 2,441.25 1,300.00 1,300.00 4,466.25 ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱ ȏŜȬŘŚȬŘŘǯ¡ȱ ȱŘȱȱşȱ ȱȱǻȱȱȱȱȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŜŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱ Ǟȱ ȱ ȱ ȱ ȱ ȱȱǻ ȱȱȱȱȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŗŘŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱ Ǟȱ ȱ ȱȱ 125.00 125.00 125.00 125.00 13.95 837.00 500.00 500.00 1,587.00 250.00 250.00 275.00 275.00 13.95 1,674.00 900.00 900.00 3,099.00 ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱ ȏŜȬŘŚȬŘŘǯ¡ȱ ȱřȱȱşȱ ȱȱǻ ȱȱȱȱȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŗśŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱ Ǟȱ ȱ ȱ ȱ ȱ ȱȱǻȱȱȱȱȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ śŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱ Ǟȱ ȱ ȱȱ 300.00 300.00 325.00 325.00 13.95 2,092.50 1,125.00 1,125.00 3,842.50 100.00 100.00 100.00 100.00 13.95 697.50 500.00 500.00 1,397.50 ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱ ȏŜȬŘŚȬŘŘǯ¡ȱ ȱŚȱȱşȱ ȱȱȱȱȱǻȱȱȱȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ Řŝśȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱȱȱȱ Ǟȱ ȱ ȱ ȱ ȱ ȱȱǻȱ ȱȱȱȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ şŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱ Ǟȱ ȱ ȱȱ 550.00 550.00 625.00 625.00 13.95 3,836.25 2,050.00 2,050.00 7,061.25 175.00 175.00 200.00 200.00 13.95 1,255.50 675.00 675.00 2,305.50 ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱ ȏŜȬŘŚȬŘŘǯ¡ȱ ȱśȱȱşȱ ȱȱǻ ȱȱȱȱ ȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŗŘŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱ Ǟȱ ȱ ȱ ȱ ȱ ȱȱǻ ȱȱȱ ȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŝśȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱ Ǟȱ ȱ ȱȱ 250.00 250.00 275.00 275.00 13.95 1,674.00 900.00 900.00 3,099.00 150.00 150.00 150.00 150.00 13.95 1,046.25 550.00 550.00 1,896.25 ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱ ȏŜȬŘŚȬŘŘǯ¡ȱ ȱŜȱȱşȱ ȱȱǻ ȱȱȱ ȱȬȬȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ řŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱȱ Ǟȱ ȱ ȱ ȱ ȱ ȱ ȱȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŝŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱ ȱ ȱȱ Ǟȱ ȱ ȱȱ 100.00 100.00 100.00 100.00 13.95 418.50 500.00 500.00 1,118.50 150.00 150.00 150.00 150.00 13.95 976.50 525.00 525.00 1,801.50 ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱ ȏŜȬŘŚȬŘŘǯ¡ȱ ȱŝȱȱşȱ ȱȱȱǻřŖŖȱȱ ȱȱȮȱŗŗśȱ ȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ Śśȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ řŖŖȱȱ ȱȱ Ǟȱ ȱ ȱ ȱ ȱ ȱȱȱǻŚŖŖȱȱ ȱȱȮȱŗŝȱ ȱǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŜŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ŚŖŖȱȱ ȱȱ Ǟȱ ȱ ȱȱ 100.00 100.00 100.00 100.00 13.95 627.75 500.00 500.00 1,327.75 125.00 125.00 125.00 125.00 13.95 837.00 500.00 500.00 1,587.00 ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱ ȏŜȬŘŚȬŘŘǯ¡ȱ ȱŞȱȱşȱ ȱȱǻǼȱ ȱ ȱ ȱ ȱ ǯȱ ǯȱ ȱȱȱ ȱ ȱȱȱ ŗǯȱ ȱ¢ȱ ȱ ȱ ŗśȱ Ǟȱ ȱ Ǟȱ Řǯȱ £Ȧ¢ȱ Ȧȱȱ ȱ ȱ ŗŖȱ Ǟȱ ȱ Ǟȱ řǯȱ ȱȱ ȱ ŘśŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ȱȱȱ ȱ ȱ ȱ ŗŖȱ Ǟȱ ȱ Ǟȱ ȱ ȱ Ǳȱ ȱǻǼȱ Ǟȱ ȱ 50.00 750.00 50.00 500.00 13.95 3,487.50 150.00 1,500.00 6,237.50 ǱȧȧŘŖŘŗȱȬȱŘŖřŖȱȧŘŖŘřȱȧŘŖŘřȱȱȧȧȱȱ ȏŜȬŘŚȬŘŘǯ¡ȱ ȱşȱȱşȱ Ȧȱȱ ȱ ȱ ȱ ȱȱȱ ȱȱǻȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŝȱȱƽȱȱǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ ȱ ȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŗŖŖȱȱƽȱǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ ȱ ȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŗŖŖȱȱƽȱǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ ȱ ȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŗŖŖȱȱƽȱȱ Ǟȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ Ȭȱȱ ȱ ȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŗŖŖȱȱƽȱǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ ȱ ȱȱȱǰȱ ȱȱȱȱȱ ȱ ȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱśȱȱƽǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏ ȱȱ ȱ ȱ ȱ ȱ ȱȱȱ 100.00 75.00 13.95 9.00 13.95 50.00 700.00 7,500.00 1,395.00 900.00 1,395.00 250.00 BBBBBBBBBBBBBBBBBBBBBBBBBB54,224.50 PROFESSIONAL SERVICE INDUSTRIES, INC. GEOTECHNICAL SERVICES STANDARD FEE SCHEDULE ENGINEERING SERVICES Engineering & Technical services for site reconnaissance, boring locations, field supervision, water level measurements & sampling, engineering evaluation, analysis & consultation. Staff Engineer or Geologist $75.00 Per Hour Sr. Engineering Technician $50.00 Per Hour Project Engineer or Geologist $85.00 Per Hour Engineering Technician $40.00 Per Hour Principal Engineer or Geologist $100.00 Per Hour Secretarial Services $25.00 Per Hour Principal of Firm $110.00 Per Hour FIELD SERVICES Mobilization of Drilling Equip. $3.00 Per Mile ($450.00 Minimum) Boring Layout $90.00 Per Hour Support Vehicle $0.55 Per Mile (Min. $85.00 Per Day) Standby & Problem Access Time $150.00 Per Hour All-terrain Drill Rig $750.00 Per Day 2-Man Crew Per Diem $200.00 Per Day Soil Drilling with Split-spoon (ASTM D-1586) or Shelby Tube (ASTM D-1587) sampling at 5-foot intervals: Depth Range Unit Charges Per Foot, Unit Charges Per Foot Extra SS or ST Samples 3 ¼”, 4 ¼ “ I.D. Auger 6 ¼” I.D. Auger Easy Drilling* Hard Drilling** Easy Drilling* Hard Drilling** 0 - 25 ft. $11.00 $13.00 $14.00 $16.00 $10.50 25 - 50 $13.00 $15.00 $16.00 $18.00 $14.00 50 - 75 $16.00 $18.50 $20.00 $22.00 $17.50 75 - 100 $18.00 $22.00 $24.50 $28.00 $22.50 * N-count of 40 blows or less, or Qu or Qp less than 4 tsf ** N-count greater than 40 blows, or Qu or Qp greater than 4 tsf Drilling with 12-1/4 “ I.D. Auger will be quoted upon request. Auger Drilling without sampling $9.00 Per Foot Shelby Tubes, 3” diameter $40.00 Each Rock Coring with Diamond Bit $75.00 Per Foot DOT 55-Gallon Drums - Soil Cuttings $60.00 Each Rock Boring with 3” Roller Bit $45.00 Per Foot Drilling mud, as needed $3.00 Per Foot Rock Coring & Boring Set-up Charge $350.00 Per Hole Pavement Cold-Patch at boreholes $25.00 Per Hole LABORATORY TESTING Visual Engineering Classification $4.00 Per Test Unconfined compression tests, Hand Penetrometer Test $4.00 Per Test remac $5.00 Per Test Moisture Content Test $5.00 Per Test without stress-strain curve $30.00 Per Test Organic Content Test $35.00 Per Test with stress-strain curve $45.00 Per Test Density Determination with Moisture Content $30.00 Per Test California Bearing Ratio (CBR) $250.00 Per Test Atterberg Limits Determination $85.00 Per Test Permeability, Rigid Wall $250.00 Per Test Grain Size Analysis, Sieve $65.00 Per Test Permeability, Flexible Wall $300.00 Per Test Grain Size Analysis, Sieve & Hydrometer $95.00 Per Test Shelby Tube sample preparation/remolding $40.00 Per Tube Moisture Density Relationship Standard Method, ASTM D-698 $150.00 Per Test Modified Method, ASTM D-1557 $175.00 Per Test REMARKS Charges for monitoring well installation, analytical testing services, and special equipment or sampling techniques not included herein, will be quoted upon request. Rental equipment & commercial transportation charges will be billed at cost plus 20%. A per diem charge of $100.00/day per person will be billed as applicable. Invoices will be submitted monthly, with payment due within 30 days of invoice date. Interest will be added at a rate of 1½% per month of delinquency. Proposal estimates & verbal quotations will remain valid for 60 days, at which time they may be subject to change or withdrawal. APPENDIX B A Statement of Qualifications STATEMENT OF QUALIFICATIONS GEOTECHNICAL ENGINEERING SERVICES City of Oshkosh 2023 Capital Improvement Projects SUBMITTED TO: City of Oshkosh July 18, 2022 PSI Proposal No.: 0094-378510 July 18, 2022 www.intertek.com/building Professional Service Industries, Inc. 3009 Vandenbroek Road Kaukauna, Wisconsin 54130 Phone: (920)-735-1200 Mr. Michael Blank City of Oshkosh Department of Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 Re: Statement of Qualifications Geotechnical Engineering Services Dear Mr. Blank, Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit this Statement of Qualifications (SOQ) for your review. This information should provide you with a general overview of our company, and demonstrate that PSI has the equipment, experience and personnel resources to provide quality subsurface exploration and geotechnical engineering services for the City of Oshkosh 2023 Capital Improvement Projects. It is our aim to provide: • Prudent and Reliable Engineering Recommendations • Timely Submittal of Reports • Consistent Report Format • Ready Access to Project Engineers and Principals of the Firm • Reasonable Fee Structure 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. Sincerely yours, PROFESSIONAL SERVICE INDUSTRIES, INC. Patrick Bray, E.I.T. James M. Becco, P.E. Branch Manager Vice President TABLE OF CONTENTS EXECUTIVE SUMMARY PROJECT STAFFING LABORATORY TESTING CAPABILITIES IN-HOUSE DRILLING CAPABILITIES PROJECT EXPERIENCE • Municipal Water/Wastewater Projects • State/County/City Roadway Projects • Subgrade Stabilization Projects • Renewable and Alternate Energy Projects RESUMES OF KEY PERSONNEL www.intertek.com/building EXECUTIVE SUMMARY 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 offices are very large and well equipped with the necessary resources and workspace to manage any project under this contract. Further illustrating our depth of operations, PSI recently merged with Intertek, a 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 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. PSI is well-poised geographically to efficiently provide the subsurface exploration and geotechnical engineering services for the City of Oshkosh from this network of Branch offices. PSI has the necessary experience, personnel, and equipment resources to complete assignments in a professional manner on a timely basis, at a reasonable cost. PERSONNEL STAFFING PSI’s collective Wisconsin staff numbers approximately 100 personnel during peak season, including 17 professional engineers, EITs, and professional geologists, and approximately 60 technical personnel and support staff. 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. All engineering reports generated by the Branch offices are reviewed by one of the three senior engineers in our firm. James M. Becco, P.E., Vice President Bradley Broback, P.E., Department Manager Daniel B. Anderson, P.E., Department Manager www.intertek.com/building This type of vested interest is one of the key factors affecting our un-matched commitment to client satisfaction. The resumes of these engineers, 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 close 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 engineers are readily available to meet with clients to discuss the particulars of any project, adding a personal element to the consulting process. A distribution of professional personnel by Branch location is shown below. Waukesha, Wisconsin Kaukauna, Wisconsin Jim Becco, P.E. Patrick Bray, E.I.T. Dan Anderson, P.E. Whitney Bauman, Geologist Brad Broback, P.E. Marisa Leidig, Geologist Larry Raether, P.E. Ross Domier, Geologist Pat Patterson, P.E., P.G. Matt Poehlman, P.E. Ripon, Wisconsin Shelley Hildebrandt, P.G. Jeff Fischer, Geologist Mike Rehfeldt, Geologist Chippewa Falls, Wisconsin Jeff Manninen, E.I.T. The organizational chart on the following page depicts the staffing arrangements proposed by PSI for the City of Oshkosh 2023 Capital Improvement Projects. www.intertek.com/building ORGANIZATIONAL CHART FOR PROJECT ADMINISTRATION AND IMPLEMENTATION FOR CITY OF OSHKOSH PROJECTS Patrick Bray and James Becco will serve as the liaisons between the City of Oshkosh and the PSI field, laboratory and engineering personnel, for project set-up and assignments of work. Mr. Bray will oversee the field and laboratory activities, geotechnical report preparation, and have direct contact with the City of Oshkosh Project Managers for project implementation. Patrick Bray Liaison Coordinator Branch Manager Kaukauna, Wisconsin PSI Drilling Personnel CITY OF OSHKOSH James M. Becco, P.E., V.P. Principal Engineer PSI Laboratory Testing Services PSI Engineering Personnel PROJECT STAFFING The Kaukauna Branch office will coordinate and perform the requested workscope for the City of Oshkosh projects. The Kaukauna Branch office is managed by Mr. Patrick Bray under direct supervision of Mr. James Becco, a registered professional engineer with 30 years of experience in geotechnical and construction materials testing. Mr. Bray will be the engineer directly overseeing the day-to-day technical services performed for the City of Oshkosh and along with the corporate staff, will be readily available for client meetings. Resumes of some of the key personnel to be used on this project are included herein. Equipment and technical staff from the Kaukauna Branch, Ripon and Waukesha branch offices will be utilized as necessary to meet your project specific needs. LABORATORY TESTING CAPABILITIES PSI branch offices are fully equipped and capable of performing most soil, concrete, and asphalt materials testing procedures. Our laboratory testing is conducted in accordance with ASTM, AASHTO, and WDOT test procedures. The Waukesha lab maintains US Army Corp of Engineers and WDOT accreditations. PSI is capable of providing physical property soil testing including such test procedures as grainsize analysis, Atterberg Limits, modified and standard proctors, CBR, unconfined compressive strength tests and permeability testing. In addition, concrete, mortar and grout compressive strength testing, concrete mix design, and asphalt testing. Lime, Cement and Flyash soil stabilization mixture analysis can also be performed in our materials lab. www.intertek.com/building SUMMARY OF LABORATORY TESTING SERVICES AGGREGATE ASTM MORTAR ASTM Sieve Analysis C136 Mortar Compressive Strength C109 Material Finer than No. 200 C117 Mortar Tensile Strength C190 Unit Weight C29 Mortar Air Content C185 Specific Gravity/Absorption C127/128 Mortar Water Retention C91 Soundness C88 Mortar Mix Property Analysis C270 Abrasion C131/535 Mortar Aggregate Testing C144 Organic Impurities C40 Clay Lumps, Friable Particles C142 GROUT Lightweight Pieces C123 Grout Compressive Strength C1019 Aggregate Quality Analysis C33 Grout Mix Property Analysis C476 Grout Aggregate Testing C404 ASPHALT Bulk Specific Gravity/Density D2726 SOILS Percent Air Voids D3203 Water Content D2216 Maximum Theor. Specific Gravity D2041 Organic Content D2974 Extraction/Gradation D2172 Specific Gravity D854 Marshall Stability/Flow D1559 Dry Density D2937 Marshall Mix Design Amount Finer than No. 200 D1140 Bituminous Paving Mix Analysis Grainsize Analysis D422 Bituminous Pavement Core Ana. Atterberg Limit D4318 Bituminous Aggregate Testing Shrinkage Limit D427 Moisture-Density Relationship D698/D1557 CONCRETE California Bearing Ratio D1883 Compressive Strength C39 Unconfined Compressive Strength D2166 Flexural Strength C78 Permeability (Constant Head) D2430 Splitting Tensile Strength C496 Permeability (Falling Head) D5084 Concrete Mix Strength Verification ACI214 Consolidation D2435/D4186 Concrete Mix Strength ACI214 Concrete Aggregate Testing C33 SOIL/LIME AND SOIL FLYASH MIXTURE CONCRETE CORES Moisture Density D558 Compressive Strength C42 Compressive Strength D1633 Unit Weight C642 Bearing Ratio D3668 Chloride Ion Content FHA Mix Analysis Air Content Analysis C457 Petrographic Analysis C856 CONCRETE MASONRY UNITS SPRAYED FIREPROOFING CMU Compressive Strength C140 Thickness/Density E605 CMU Unit Weight/Absorption C140 Masonry Prism Strength E447 Hollow Unit Quality Analysis C90 Solid Unit Quality Analysis C145 www.intertek.com/building IN-HOUSE DRILLING CAPABILITY PSI provides field drilling services from each of our branch office locations for a wide variety of projects. This includes soil borings for conventional geotechnical or environmental sampling and monitoring well installation, by hollow stem auger or rotary drilling techniques. We also perform Pressure-meter testing in house, with our own experienced personnel, utilizing a Menard Type G-Am device. Our drilling crew chiefs have a wide range of experience in a variety of drilling techniques, in various parts of the country. Drilling personnel are typically assigned to projects on the basis of related experience in recognition of specific project tasks. During the initial project planning stage, the project specific needs and activities are reviewed by a senior/project engineer, with the intent of developing the most efficient approach to completing the field activities. The field work is performed by the crew and equipment deemed to be best-suited for that job. PSI is currently operating 7 drill rigs/crews in Wisconsin, including 4 track mounted all-terrain (ATV) units used for sites with difficult access conditions. We function effectively as a company in providing interoffice support and cooperation, able to mobilize the equipment necessary to meet project timing objectives. SUMMARY OF SUBSURFACE EXPLORATION EQUIPMENT 2018 DIEDRICH D-50 All-Terrain Rig 4-cylinder Turbo-Diesel rig, with 3-L6 Moyno pump, mounted on a radio controlled, rubber tracked carrier. Utilized for shallow to moderate depth hollow stem and rotary drilling applications, with auger up to 9 1/4" I.D. Low ground pressure (<3.5 psi) and high level of maneuverability make this rig suited for your most challenging site. 2006 DIEDRICH D-50 Truck Mounted Rig 4-cylinder Turbo-Diesel rig, with 3-L6 Moyno pump and 250-gallon water tank, mounted on 2007 Freightliner truck. Utilized for shallow to moderate depth hollow stem and rotary drilling applications, with auger up to 9 1/4" I.D. 2016 DIEDRICH D-50 All-Terrain Rig 2015 DIEDRICH D-50 Truck Mounted Rig 2007 DIEDRICH D-50 All-Terrain Rig www.intertek.com/building 1996 DIEDRICH D-120 Truck Mounted Rig 6-cylinder John Deere Diesel Engine, 14,500 ft.-lb torque, with Moyno 3-LB pump and 250 gallon water tank. Equipped with Automatic Standard Penetration Test Hammer mounted on a Ford F-800 Diesel Truck. Well-suited for deep hollow stem auger drilling and large diameter monitoring or recovery well installation, and rotary drilling techniques. Utilized to turn auger up to 12-1/4" ID. AUGER AND SPECIAL TOOLING • 3 1/4", 4 1/4", 9 1/4" and 12 1/4"I.D. Hollow stem auger • CME 5 ft. Continuous Sampler • NX Core barrels, Tri-cone roller bits, 2 to 6 inch dia. • Hydropunch II Groundwater and Hydrocarbon Sampling Tool • Vane Shear Test with Calibrated Torque Head • 3" Piston Sampler Assembly • In-situ Soil Resistivity Meter Pressure-meter • Menard Type G-AM www.intertek.com/building Municipal Water/Wastewater Projects Project Experience Professional Service Industries, Inc. (PSI) has provided professional consulting services including subsurface exploration, field and laboratory testing, and engineering analysis for numerous municipal water and wastewater projects. Listed below are a few of the projects PSI has had the privilege of working on in Wisconsin. James Road Detention Pond-Oshkosh City of Oshkosh Improvement Projects 2012 to 2019, 2021 City of Oshkosh Aviation Park Water Transmission Main-Suamico Sanitary Sewer Reconstruction-Wind Lake Water Main Extension-Pewaukee Water Main-Crivitz Sewer Extension-Bonduel Sewer Extension-Black River Water Main-Two Rivers Sewer Extension-West Bend Sanitary Sewer/WWTP-Suamico Sanitary Sewer Relocation-Green Bay Kiwanis Park Sewer Relay-Sheboygan Sanitary Sewer Interceptor-Manitowoc Wastewater Treatment Plant Expansion- Waupaca Sewage Force Main-Manitowoc Session Street Sewer Expansion- Waupaca Sanitary Sewer and Sewage Force Mains- Mishicot Water Main and Sanitary Sewer-Darlington Storm Sewer-Manitowoc Sanitary Sewer, Water and Stormwater Pipelines-Oconto Falls Sanitary Sewer Relay-Juneau Water Main Extension-Madison Sanitary Sewer Interceptor and Lift Station-Belleville Water Main Extension-Sussex Sanitary Sewer-Algoma Water Main Replacement-Waukesha Pump Station and Utility Lines-Waterford Transmission Main-Fond du Lac www.intertek.com/building State/County/City Roadway Projects Project Experience Professional Service Industries, Inc. (PSI) has provided professional consulting services, including subsurface exploration, field and laboratory testing, and engineering analysis for numerous new pavement and existing roadway reconstruction projects. PSI has also provided construction quality control testing on many of the projects listed. The following is a list of roadway projects PSI has had the privilege to work on. 2012, 2013, 2014, 2015, 2016, 2017, 2018, 2019, 2021, 2022 City of Oshkosh CIP Projects Oshkosh, Wisconsin CTH U Roadway Reconstruction Outagamie, County STH 145 Road Reconstruction Richfield, Wisconsin CTH CB and Oakridge Road Intersections Winnebago, County STH 164 Reconstruction (I-43 to STH 59) Wisconsin CTH N Outagamie County, Wisconsin CTH JJ Roadway Reconstruction Outagamie, County Libal Street Village of Allouez, Wisconsin County Highway X Waupaca County, Wisconsin Holland Road/Kelbe Drive Village of Little Chute, Wisconsin County Highway VV Menominee County, Wisconsin County Highway OK Sheboygan County, Wisconsin Lake Street Town of Menasha, Wisconsin Tayco Street City of Menasha, Wisconsin Manitowoc Road Reconstruction Menasha, Wisconsin US Highway 14 Reconstruction La Crosse, Wisconsin County Highway VV Reconstruction Fond du Lac, Wisconsin Highways 42/57 Frontage Road Sturgeon Bay, Wisconsin Foote Street Reconstruction Seymour, Wisconsin Helena, Allard, and Erie St. Reconstruction De Pere, Wisconsin Subgrade Stabilization Projects Project Experience Professional Service Industries, Inc. (PSI) has provided professional consulting services, including subsurface exploration, field and laboratory testing, and engineering analysis for numerous pavement and building slab subgrade stabilization projects. PSI has also provided field quality control testing on many of the projects listed. The following is a list of subgrade stabilization projects PSI has had the privilege to work on. STH 32 Road Reconstruction City of Ripon, Wisconsin Rockwood Parking Lot East Troy, Wisconsin I94/STH 20 Interchange Racine County, Wisconsin TRI700E Road Reconstruction Iroquois County, Illinois Hall Street Reconstruction City of Ripon, Wisconsin Meredith Road Reconstruction Kane County, Illinois LaFarge North America Elm Road Generating Station Oak Creek, Wisconsin Harley Davidson Parts Plant Franklin, Wisconsin City of Franklin Pleasant Prairie Power Plant Pleasant Prairie, Wisconsin Building 10501 Lakeview Park Pleasant Prairie, Wisconsin Long Lake Estates Subdivision Wind Lake, Wisconsin Home Depot Grafton, Wisconsin Generac Building Pad Whitewater, Wisconsin Marathon Truck Stop Franklin, Wisconsin 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 2 of 3 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 _________________________________________________Professional Service Industries, Inc. 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. Whitney Baumann Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; St. Norbert College – De Pere, WI, Environmental Science, 2021 Professional Registration/Certification Continuing Education and Short Courses Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, September 8, 2021 to present. Ms. Baumann was hired by PSI as a Staff Geologist in September of 2021. Her responsibilities include laboratory testing, concrete testing, foundation subgrade evaluations, classifying soil samples, and preparing geotechnical reports. _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Marisa Leidig Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; University of Wisconsin - Madison, Geology and Geophysics, 2020 Professional Registration/Certification Continuing Education and Short Courses Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, April 18, 2022 to present. Ms. Leidig was hired by PSI as a Staff Geologist in April of 2022. Her responsibilities include laboratory testing, concrete testing, foundation subgrade evaluations, classifying soil samples, and preparing geotechnical reports. _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Ross Domier Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; University of North Dakota, Grand Forks, ND, Environmental Science, 2020 Professional Registration/Certification Continuing Education and Short Courses American Concrete Institute Field Testing Technician – Grade 1 Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, September 23, 2021 to present. Mr. Domier was hired by PSI as a Staff Geologist in September of 2021. His responsibilities include laboratory testing, concrete testing, foundation subgrade evaluations, classifying soil samples, and preparing geotechnical reports. _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Kurt Deprey Drill Rig Operator/Engineering Technician Kaukauna, Wisconsin Office Education and Special Training Associate’s Degree; Northeast Wisconsin Technical College (NWTC), Engineering Technician Continuing Education and Short Courses American Concrete Institute Certification - Grade 1 Nuclear Density Gauge Operation Training – NWTC WisDOT Portland Cement Concrete Technician (PCCTEC-I/IA) Hazmat Radiation Safety Training – March 2015 Experience and Background Professional Service Industries, Inc.; Kaukauna, Wisconsin; April 2014 to Present Mr. Deprey’s responsibilities include operating drill rigs for geotechnical and environmental drilling projects, including drilling of landfills and hazardous waste sites. He is experienced in solid and hollow stem boring, mud rotary soil drilling, soil sampling by split-spoon and direct push methods, rock coring, air or mud rotary rock boring, grouting of bore holes, deep hollow stem auguring, and monitoring well installation to depths of 150 feet. Additional responsibilities include supervision of drilling activities, monitoring well development and abandonment, boring layout, checking utility locates, and maintenance of field equipment involving engine, hydraulic and electronic systems Midwest Engineering Services, Inc.; Green Bay, Wisconsin; 2011 to March 2014 Mr. Deprey’s responsibilities included sampling and testing of concrete, soils, and asphalt. He has also performed laboratory testing of aggregate, concrete, mortar, grout, and soils. In 2014, Mr. Deprey was promoted to Lead Driller. He is responsible for geotechnical drilling, expenses of crew, maintaining logs, records, and filing reports. Mr. Deprey also maintains the repairs to the drill rig, maintains maintenance records, vehicle inspections, and does preventative maintenance. _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Aaron Deering Drill Rig Operator/Engineering Technician Kaukauna, Wisconsin Office Education and Special Training Continuing Education and Short Courses Nuclear Density Gauge Operation Training – PSI Experience and Background Professional Service Industries, Inc.; Kaukauna, Wisconsin; August 2020 to Present Mr. Deerings responsibilities include operating drill rigs for geotechnical and environmental drilling projects. He is experienced in solid and hollow stem boring, mud rotary soil drilling, soil sampling by split-spoon and direct push methods, rock coring, air or mud rotary rock boring, grouting of bore holes, deep hollow stem auguring, and monitoring well installation to depths of 150 feet. Additional responsibilities include supervision of drilling activities, monitoring well development and abandonment, boring layout, checking utility locates, and maintenance of field equipment involving engine, hydraulic and electronic systems