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09. 20-398
SEPTEMBER 22, 2020 20-398 RESOLUTION (CARRIED 7-0 LOST LAID OVER WITHDRAWN ) PURPOSE: APPROVE PROFESSIONAL SERVICES AGREEMENT FOR SUBSURFACE EXPLORATION & GEOTECHNICAL ENGINEERING EVALUATION FOR THE 2021 CAPITAL IMPROVEMENT PROGRAM / PROFESSIONAL SERVICE INDUSTRIES, INC. ($82,697.75) INITIATED BY: DEPARTMENT OF PUBLIC WORKS BE IT RESOLVED by the Common Council of the City of Oshkosh that the proper City officials are hereby authorized to enter into and take those steps necessary to implement an appropriate professional services agreement with Professional Service Industries, Inc. for providing subsurface exploration and geotechnical engineering evaluation services for the 2021 Capital Improvement Program in the amount of eighty- two thousand six hundred ninety-seven dollars and seventy-five cents ($82,697.75). Money for this purpose will be appropriated from the Street Paving, Storm Water, Water, Sanitary Sewer, and Property Improvement portions of the 2020 Capital Improvements Budget. Acct. 03210410-6801-04091 Contract Control-Paving 03210410-6804-04091 Contract Control-Storm Sewer 03210410-6802-04091 Contract Control-Sanitary Sewer 03210410-6803-04091 Contract Control-Water Main 03231717-7216-63001 Land Improvement-Parking Lot Improvements City0 Oshkosh MEMORANDUM TO: Honorable Mayor and Members of the Common Council FROM: Justin Gierach, Engineering Division Manager / City Enginee/ DATE: September 17, 2020 RE: Approve Professional Services Agreement for Subsurface Exploration and Geotechnical Engineering Evaluation for the 2021 Capital Improvement Program (CIP) / Professional Service Industries, Inc. (PSI) ($82,697.75) BACKGROUND The Department of Public Works requested proposals from six (6) geotechnical engineering consulting firms for subsurface exploration, soil classification, geotechnical engineering, and construction recommendations for the proposed 2021 CIP. Soil borings will be completed within the right-of-way for street and utility projects. ANALYSIS The Department of Public Works requested proposals from six (6) firms. After a thorough review of the 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 2021. FISCAL IMPACT The cost of these services is estimated not to exceed $82,697.75 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 2020 CIP. RECOMMENDATIONS 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. Approved, '" k A. Rohloff i City Manager JLG/tlt 1: \Engineering\2021 - 2030 Contracts\2021 CONTIUM\PSI 2021 Sub Inv\Mark R Memo-Agreement_9-1]- Page I of I 20.docx intertek psi PROPOSAL FOR SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES City of Oshkosh 2021 Capital Improvement Projects W ^A - Oshkosh Prepared for: City of Oshkosh Department of Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 September 11, 2020 PSI Proposal No. PO-0094-321302 iritertc+k , psi 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 2021 Capital Improvement Projects PSI Proposal No.- PO-0094-321302 Dear Mr. Blank, PSI Proposal No.: 0094-321302 2021 Capital Improvement Projects September 11, 2020 Professional Service Industries, Inc. 3009 Vandenbroek Road Kaukauna, Wisconsin 54130 Phone: (920)-735-1200 Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit this proposal to provide geotechnical engineering services for the City of Oshkosh 2021 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 2021 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 www.intertek.c om/building ton PSI Proposal No.: 0094-321302 2021 Capital Improvement Projects September 11, 2020 SUBJECT: Proposal for Subsurface Exploration and Geotechnical Engineering Services 2021 Capital Improvement Projects City of Oshkosh, Wisconsin PSI Proposal No. PO-0094-321302 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 2021 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 2019 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 August 28, 2020 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 2021 Capital Improvement Projects will consist of utility and pavement construction along portions of Oregon Street, West 91" Avenue, Rainbow Memorial park Path, Ceape Avenue, Knapp Street, Bradley Street, Sawyer Creek Rural II, Erie Avenue, Florida Avenue, Rugby Street, Sanders Street. The projects will also include the Lakeshore Park Four Seasons Building, Parking Lot Improvements (900 Block of Oregon Street, West 0 OA www.intertek.c om/building Proposal for Subsurface Exploration and Geotechnical Engineering Services 2021 Capital Improvement Projects PSI Proposal No.: PO-0094-321302 On September 11, 2020 Page 2 side of 210 West loth Avenue), Miscellaneous Additional Projects and Environmental Only Drilling. A total of 113 soil borings extending to depths ranging from about 10 to 35 feet (2,445 lineal feet) and 7 rock cores extending 5 to 10 feet into the bedrock (45 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 fourteen (14) 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, 113 soils borings will be drilled to depths ranging from 10 to 35 feet (2,445 lineal feet), or to auger penetration refusal depths, and 7 rock cores extending 5 to 10 feet into the bedrock (45 lineal feet) 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 www.intertek.c om/building Proposal for Subsurface Exploration and Geotechnical Engineering Services 2021 Capital Improvement Projects PSI Proposal No.: PO-0094-321302 On September 11, 2020 Page 3 $82,697.75. 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 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. Branch Manager 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 James M. Becco, P.E. Vice President www.intertek.c om/building Request for Proposal Information Standard Fee Schedule Insurance Certificate SCOPE OF SERVICES FOR SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES 2021 CAPITAL IMPROVEMENT PROJECTS 1. The scope of services for this agreement is to identify subsurface conditions within the depths of various project excavations. The final reports are to provide a summarization of existing pavement and base coarse thicknesses; soil classifications; bedrock depth, if encountered; groundwater levels; and deep utility construction recommendations. Soil samples shall be split and provided to the Environmental Services Consultant for field screening and to identify potential environmentally -impacted soils. Reports shall be prepared in general accordance with normally -accepted geotechnical engineering practices. A total of 108 soil borings are anticipated for the following Capital Improvement projects: A. Oregon Street (West 281h Avenue to West Waukau Avenue) 1. (11) — 25-ft borings. 2. (5) — 5-ft rock cores. 3. Pavement type is 1975 concrete. B. West 91h Avenue (Sawyer Creek to Linden Oaks Drive) 1. Sawyer Creek to Oakwood Road a. (4) — 25-ft borings. b. Pavement type is 1992 concrete. 2. Oakwood Road to Linden Oaks Drive a. (18) — 25-ft borings. b. Pavement type is 1980 hot mix. C. Rainbow Memorial Park Path 1. (5)—10-ft. borings. 2. Park area (mowed grass). D. Ceape Avenue (Bowen Street to Lake Street) 1. (9) — 30-ft borings. 2. Pavement type is 1979 hot mix. E. Knapp Street (Osborn Avenue to West 181h Avenue) 1. Osborn Avenue to South Park Avenue a. (6) — 20-ft borings. b. Pavement type is 1972 concrete. 2. South Park Avenue to West 18ffi Avenue a. (9) — 20-ft borings. b. Pavement type is 1977 concrete. F. Bradley Street (West Waukau Avenue to West 281h Avenue) 1. (8) — 25-ft borings. 2. (2) —10-ft rock cores. I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Scopeof Services 8-28-20.docx Page 1 of 6 3. Pavement type is 1977 road mix. G. Sawyer Creek Rural II 1. (4) - 35-ft borings. 2. (4) - 30-ft borings. 3. Pavement type is agricultural. H. Erie Avenue (Knapp Street to Rugby Street) 1. (1) -15-ft borings. 2. Pavement type is 2005 2" cold mix overlay. I. Florida Avenue (Knapp Street to Sanders Street) 1. (4) -15-ft borings. 2. Pavement type is 2010 2" cold mix overlay. J. Rugby Street (West South Park Avenue to Florida Avenue) 1. (3) -15-ft borings. 2. Pavement type is 2005 2" cold mix overlay. K. Sanders Street (West South Park Avenue to Florida Avenue) 1. (3) -15-ft borings. 2. Pavement type is 2005 2" cold mix overlay. L. Parking Lot Improvements (900 Block of Oregon Street, West Side - 210 West 101h Avenue) 1. (4) -15-ft borings. 2. Pavement type is asphalt parking lot. M. Miscellaneous Additional Projects) 1. (5) -15-ft borings, (5) - 20-ft borings. 2. Miscellaneous borings for any potential project(s) added to the Capital Improvements Program. N. Environmental -Only Drilling 1. (10) -10-ft borings. 2. Environmental -only borings to document extent of potential contamination. 2. The City of Oshkosh (City) will perform the following tasks: A. Provide Geotechnical Services Provider with diagrams/maps indicating general locations and drilling depths of individual borings prior to work commencing. B. Retain services of an Environmental Services Consultant to provide suspect locations for sampling and other pertinent information, prior to drilling. C. Provide Geotechnical Services Provider with an engineering staff member to assist in boring layout. D. Provide Geotechnical Services Provider with final location diagrams with GPS coordinates. E. Provide ground elevations for each boring location for the Geotechnical Services Provider's use in boring log development. I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Scopeof Services 8-28-20.docx Page 2 of 6 F. Set a "Pre -Construction Conference" with the Geotechnical Services Provider prior to starting work. The Environmental Services Consultant shall also be present at this meeting, as well, to discuss any issues and to coordinate the drilling schedule. Communication protocol will be established at this meeting. 3. The Geotechnical Services Provider will perform the following tasks: A. All items necessary to perform the tasks detailed in this Scope of Services. B. Subsurface Exploration and Reporting 1. Mark the borings in the field and coordinate with Digger's Hotline. Re -marking of soil boring locations due to weather will be the responsibility of the Geotechnical Services Provider. 2. Set a meeting for boring layout per street with Environmental Services Consultant, all Digger's Hotline locators, and City's Project Manager. The City Utility Locator will NOT mark utilities down the entire street, due to the length of time this will take. The Geotechnical Services Provider shall provide a mark point and the City Utility Locator will locate within a designated radius (approximately 25') around the specific boring locations. 3. Coordinate with the City's Project Manager and Environmental Services Consultant Project Manager on drilling schedule and provide three (3) day notice of the onsite boring - layout meeting. 4. The Geotechnical Services Provider will provide e-mails daily to the City's Project Manager and Environmental Services Consultant Project Manager, identifying which borings they intend to complete each day. 5. All streets are to remain open to traffic. The Geotechnical Services Provider will be responsible for furnishing all necessary barricades, flashers, flag persons, etc. to provide adequate traffic control and still maintain the accesses as described herein. The signs shall conform to Sections 637 and 643 of the State of Wisconsin Standard Specifications for Highway and Structure Construction. 6. If a particular boring cannot be accessed during drilling operations, the Geotechnical Services Provider shall work with the City to determine a revised location. 7. Follow standard geotechnical practices for subsurface sampling, borehole abandonment, and laboratory testing. 8. Perform standard geotechnical sampling with 1.5' split -spoon samples, spaced 1' (vertically) apart, starting at an even point below the pavement (i.e. 1'). Representative soil samples are to be obtained in the borings using split barrel techniques. Soil samples are then to be sealed immediately in the field and returned to the laboratory for further examination and testing. The Environmental Services Consultant shall be provided split - spoon samples of all soil boring samples. 9. If refusal is reached prior to the indicated drilling depth, contact the City immediately and locate an additional boring in the same vicinity. If this boring also has refusal at a depth similar to the initial boring, a collaborative decision will be made to determine whether or not rock coring is necessary. Boring lengths are selected based on the depths of the proposed utilities; therefore, accurate identification of material type to the indicated depth is necessary. Due to the depths of the proposed utilities and material type in Oshkosh, the Geotechnical Services Provider is required to anticipate hard drilling throughout. I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Scopeof Services 8-28-20.docx Page 3 of 6 10. Soil parameters for pavement design are not being requested at this time. Any laboratory testing is at the discretion of the Geotechnical Services Provider in order to provide services as detailed herein. At a minimum, moisture contents and unconfined compressive strengths should be noted on the soil boring diagrams. 11. Pavement shall be restored in -kind. It is the Geotechnical Services Provider's responsibility to know current pavement type. 12. Groundwater elevations shall be estimated for every borehole. C. Field Coordination and Environmental 1. The Environmental Services Consultant will prepare and provide a "quick reference guide" for use by the Geotechnical Services Provider to provide additional information as to what types of environmental impacts may be encountered. Should the Geotechnical Services Provider encounter something they suspect is impacted, they shall notify the City's Project Manager and the Environmental Services Consultant Project Manager immediately. 2. Representative soil samples are to be obtained in the borings using split barrel techniques. Soil samples are then to be sealed immediately in the field. Split samples are to remain cool until PID readings are taken by the Environmental Services Consultant. 3. Split samples shall be provided to the Environmental Services Consultant during drilling operations. D. Reporting Requirements 1. Project Overview. 2. Field Procedures. 3. Laboratory Procedures. 4. Exploration Results (broken down by street). 5. Considerations and Recommendations a. Recommendations for deep sanitary sewer construction are requested (i.e. slope stability and dewatering). b. Other information as appropriate. 6. General Qualifications. 7. Individual Soil Boring Logs. 8. Soil Boring Location Diagram. 9. Summary Table (separate table for each street) a. Boring Identification. b. Boring Depth (proposed and actual). c. Pavement Thickness. d. Base Coarse Thickness. e. Fill Thickness. f. Depth of Bedrock or Refusal, if present. 4. Project Deliverables A. Schedule of Project Deliverables 1. Oregon Street and West 281h Avenue report due Friday, November 6, 2020. 2. West 911, Avenue report due Friday, November 6, 2020. 3. Rainbow Memorial Park Path report due Monday, November 6, 2020. 4. Ceape Avenue report due Monday, November 30, 2020. 5. Knapp Street report due Friday, December 11, 2020. I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Scopeof Services 8-28-20.docx Page 4 of 6 6. Bradley Street report due Friday, December 11, 2020. 7. Sawyer Creek Rural II report due Friday, December 11, 2020. 8. Erie Avenue report due Friday, December 11, 2020. 9. Florida Avenue report due Friday, December 11, 2020. 10. Rugby Street report due Friday, December 11, 2020. 11. Sanders Street report due Friday, December 11, 2020. 12. Parking Lot Improvements report due Friday, December 11, 2020. 13. Miscellaneous Additional Project(s) report due 14. Environmental -Only Drilling report due B. Drilling can be completed during the week at the Geotechnical Services Provider's convenience, with the exception of the dates listed in this paragraph, as long as the reports are submitted no later than their respective due dates. 5. Proposal Cost Breakdown A. Boring Layout 1. Cost to include coordination with Digger's Hotline, Utility Locators, and the City's Project Manager. 2. Cost to include laying out and marking the borings in the field. B. Mobilization/Daily Travel/Traffic Control for drilling (lump sum) 1. Additional payment for mobilization/daily travel/traffic control will not be considered if the total footage of drilling, including the contingency amount, is not exceeded. C. Soil Borings (per foot) 1. Cost to include proper borehole abandonment and street patching. 2. Cost to include providing cooled split samples to Environmental Services Consultant twice daily. 3. Unit cost will also be used for additional drilling, if needed. The Miscellaneous Additional Project(s) will be handled on a contingency basis, and are not guaranteed. 4. A contingency amount is added to the proposal cost breakdown sheets attached. 5. Anticipate hard drilling throughout the depths of the borings in this cost. A hard drilling surcharge, once the agreement has been awarded, will not be approved. D. Project Engineering and Reporting (lump sum) 1. Additional payment for project engineering and reporting will not be considered if the total footage of drilling, including the contingency amount, is not exceeded. E. Steam cleaning costs will be handled on a contingency basis. If drilling in areas of known contamination, steam cleaning is likely to be required. Steam cleaning shall be completed at the City of Oshkosh Wastewater Treatment Plant in the sweeper dump upon prior authorization by the City's Project Manager. Do not cross contaminate samples. F. Rock coring will be handled on a contingency basis. Quantities are not guaranteed. Be prepared to rock core on a daily basis. G. Blind drilling will be handled on a contingency basis. Quantities are not guaranteed. One (1) possible example where blind drilling might be used is if a boring hits refusal prior to the indicated depth. Another boring would then be located a few feet away and blind drilled to the initial refusal depth. I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Scopeof Services 8-28-20.docx Page 5 of 6 H. Environmental -only drilling will be handled on a contingency basis. Quantities are not guaranteed. Geotechnical information (e.g., blow counts, geotechnical laboratory analysis, etc.) will not be required for these soil borings. The Environmental Services Consultant must be present during these borings to gather soil information, screen soils at regular intervals, and collect samples for environmental laboratory analysis, as needed. I. Provide general rate sheets for items not covered in this Scope of Services. J. Miscellaneous Additional Projects work will be completed on a task order basis. The level of effort and associated unit rate costs will be negotiated per task order request. 6. Additional Information A. All work shall be performed by qualified personnel under the supervision of a Registered Professional Engineer in the State of Wisconsin. Reports shall bear the certificate and seal of said Professional Engineer. ASTM or other recognized standard test methods and soil classifications used in preparation of the reports shall be identified. The Geotechnical Services Provider shall take all necessary precautions to prevent damage to all adjacent property. The site is to be restored upon completion of drilling to its existing condition, including backfilling of borings and patching of slabs and pavements. The City is not responsible for the cost of repair or replacement of any drilling equipment utilized on this project due to difficult or adverse subsurface conditions. B. The entire soil profile is required from the surface to the indicated depth. C. Additional geotechnical recommendations may be required for the structural design of storm water junction chambers. Payment for these extra services will be negotiated at a later date, if necessary. D. The number of borings and depths are subject to change. Additional street borings or pond projects may be added to this agreement, or borings/work may be deleted at any time. E. It is the Geotechnical Services Provider's responsibility to locate a dump site. The City will not provide a location to dump the material for non -impacted soil borings. Impacted soil borings will be containerized in drums and relocated to a dump site selected by the City's Project Manager. F. This agreement will be per the City's Agreement form only; unless the Geotechnical Services Provider has a previously -approved services agreement on file with the City. A sample agreement form is attached. The Geotechnical Services Provider's standard or general services agreement language will NOT apply. G. Invoices for each Project shall only be submitted for payment after submittal of its report to the City. I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Scopeof Services 8-28-20.docx Page 6 of 6 City o� Oshkosh ADDENDUM NO. 1 TO REQUEST FOR PROPOSAL FOR SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION FOR 2021 CAPITAL IMPROVEMENT PROJECTS TO ALL CONSULTANTS: There were no questions received regarding the Request for Proposal (RFP) to provide subsurface exploration and geotechnical engineering evaluation services for the 2021 Capital Improvement Projects. However, there is an additional project the City will be adding to this program. Please add the following project to your proposal: O. Lakeshore Park Four Seasons Building 1. (6) —10-ft borings. 2. (4) — 20-ft borings. 3. Park area (mowed grass). The report for the Lakeshore Park Four Seasons Building is due on Friday, December 11, 2020. Attached is the Revised Proposal Cost Breakdown, including the Lakeshore Park Four Seasons Building. Also attached are copies of the Boring Location Maps. If you have any questions regarding this information, please contact me at (920)236-5065 between the hours of 5:00 a.m. and 4:30 p.m. weekdays. Sincerel , Mike Blank Construction Management Supervisor MB/tlt Enclosures I:\Engineering\2021 - 2030 Contracts\2021 CONTRACTS\2021 Sub Inv\RFP\RFP Addn'I Info_9-9-20.doe Page 1 of 1 REVISED PROPOSAL COST BREAKDOWN FOR SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES 2021 CAPITAL IMPROVEMENT PROJECTS OREGON STREET (WEST 281h AVENUE TO WEST WAUKAU AVENUE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 600.00 $ 600.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 750.00 $ 750.00 3. Soil Borings Feet 275 $ 13.95 $ 3,836.25 4. Rock Coring Setup Each 5 $ 350.00 $ 1,750.00 5. Rock Coring Feet 25 $ 75.00 $ 1,875.00 Project Engineering and Lump 6. Reporting Sum 1 $ 2,250.00 $ 2,250.00 SUBTOTAL: OREGON STREET $ 11,061.25 I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Revised Proposal Cost Breakdown_9-9-20.docx Page 1 of 9 (Revised) WEST 9TH AVENUE (SAWYER CREEK TO LINDEN OAKS DRIVE) ITEM DESCRIPTION 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings Project Engineering and 4. Reporting SUBTOTAL: WEST 9TH AVENUE RAINBOW MEMORIAL PARK PATH UNIT EST. BID UNIT PRICE QTY. Lump Sum 1 $ 1,100.00 Lump Sum 1 $ 1,375.00 Feet 550 $ 13.95 Lump PRICE BID TOTAL $ 1,100.00 $ 1,375.00 $ 7,672.50 Sum 1 $ 4,125.00 $ 4,125.00 ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 100.00 $ 100.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 125.00 3. Soil Borings Feet 50 $ 13.95 Project Engineering and Lump 4. Reporting Sum 1 $ 375.00 SUBTOTAL: RAINBOW MEMORIAL PARK PATH $ 125.00 $ 697.50 $ 375.00 $ 1,297.50 I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Revised Proposal Cost Breakdown_9-9-20.docx Page 2 of 9 (Revised) CEAPE AVENUE (BOWEN STREET TO LAKE STREET) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE QTY. 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings Project Engineering and 4. Reporting Lump Sum 1 $ 525.00 Lump Sum 1 $ 675.00 Feet 270 $ 13.95 Lump Sum 1 $ 2,025.00 PRICE BID TOTAL $ 525.00 $ 675.00 $ 3,766.50 $ 2,025.00 SUBTOTAL: CEAPE AVENUE $ 6,991.50 KNAPP STREET (OSBORN AVENUE TO WEST 18TH AVENUE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 600.00 $ 600.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 750.00 $ 750.00 3. Soil Borings Feet 300 $ 13.95 $ 4,185.00 Project Engineering and Lump 4. Reporting Sum 1 $ 2,250.00 $ 2,250.00 SUBTOTAL: KNAPP STREET $ 7,785.00 I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Revised Proposal Cost Breakdown_9-9-20.docx Page 3 of 9 (Revised) BRADLEY STREET (WEST WAUKAU AVENUE TO WEST 28TH AVENUE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings 4. Rock Coring Setup 5. Rock Coring Project Engineering and 6. Reporting SUBTOTAL: BRADLEY STREET SAWYER CREEK RURAL II ITEM DESCRIPTION 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings Project Engineering and 4. Reporting Lump Sum 1 $ 400.00 $ 400.00 Lump Sum 1 $ 500.00 $ 500.00 Peet 200 $ 13.95 $ 2,790.00 Each 2 $ 350.00 $ 700.00 Each 20 $ 75.00 $ 1,500.00 Lump Sum 1 $ 1,650.00 $ 1,650.00 $ 7,540.00 UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump Sum 1 $ 525.00 Lump Sum 1 $ 650.00 Peet 260 $ 13.95 Lump Sum 1 $ 1.950.00 $ 525.00 $ 650.00 $ 3,627.00 $ 1,950.00 SUBTOTAL: SAWYER CREEK RURAL II $ 6,752.00 I:AEngineering\2021 -2030 Contracts\2021 CONTRACTS\2021 Sub InvAREP\Revised Proposal Cost Breakdown_9-9-20.docx Page 4 of 9 (Revised) ERIE AVENUE (KNAPP STREET TO RUGBY STREET) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE QTY. 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings Project Engineering and 4. Reporting Lump Sum 1 $ 50.00 Lump Sum 1 $ 50.00 Feet 15 $ 13.95 Lump Sum 1 $ 150.00 PRICE BID TOTAL $ 50.00 $ 50.00 $ 209.25 $ 150.00 SUBTOTAL: ERIE AVENUE $ 459.25 FLORIDA AVENUE (KNAPP STREET TO SANDERS STREET) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings Project Engineering and 4. Reporting SUBTOTAL: FLORIDA AVENUE Lump Sum 1 $ 150.00 $ 150.00 Lump Sum 1 $ 150.00 $ 150.00 Feet 60 $ 13.95 $ 837.00 Lump Sum 1 $ 500.00 $ 500.00 $ 1,637.00 I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Revised Proposal Cost Breakdown_9-9-20.docx Page 5 of 9 (Revised) RUGBY STREET (WEST SOUTH PARK AVENUE TO FLORIDA AVENUE ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings Project Engineering and 4. Reporting SUBTOTAL: RUGBY STREET Lump Sum 1 $ 100.00 Lump Sum 1 $ 100.00 Feet 45 $ 13.95 Lump Sum 1 $ 400.00 $ 100.00 $ 100.00 $ 627.75 $ 400.00 $ 1,227.75 SANDERS STREET (WEST SOUTH PARK AVENUE TO FLORIDA AVENUE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings Project Engineering and 4. Reporting SUBTOTAL: SANDERS STREET Lump Sum 1 $ 100.00 $ 100.00 Lump Sum 1 $ 100.00 $ 100.00 Feet 45 $ 13.95 $ 627.75 Lump Sum 1 $ 400.00 $ 400.00 $ 1,227.75 I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Revised Proposal Cost Breakdown_9-9-20.docx Page 6 of 9 (Revised) PARKING LOT IMPROVEMENTS (900 BLOCK OF OREGON STREET, WEST SIDE — 210 WEST 10TH AVENUE) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE PRICE BID TOTAL QTY. Lump 1. Boring Layout Sum 1 $ 150.00 Mobilization/Daily Lump 2. Travel/Traffic Control Sum 1 $ 150.00 3. Soil Borings Feet 60 $ 13.95 Project Engineering and Lump 4. Reporting Sum 1 $ 500.00 SUBTOTAL: PARKING LOT IMPROVEMENTS $ 150.00 $ 150.00 $ 837.00 $ 500.00 $ 1,637.00 LAKESHORE PARK FOUR SEASONS BUILDING ITEM DESCRIPTION UNIT EST. BID UNIT PRICE QTY. 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings Project Engineering and Lump PRICE BID TOTAL Sum 1 $ 300.00 $ 300.00 Lump Sum 1 $ 350.00 $ 350.00 Feet 140 $ 13.95 $ 1,953.00 Lump 4. Reporting Sum 1 $ 1,050.00 $ 1,050.00 SUBTOTAL: LAKESHORE PARK FOUR SEASONS BUILDING $ 3,653.00 I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Revised Proposal Cost Breakdown_9-9-20.docx Page 7 of 9 (Revised) MISCELLANEOUS ADDITIONAL PROJECT(S) ITEM DESCRIPTION UNIT EST. BID UNIT PRICE QTY. 1. Boring Layout Mobilization/Daily 2. Travel/Traffic Control 3. Soil Borings Project Engineering and 4. Reporting Per Bore 10 $ 50.00 Per Bore 10 $ 50.00 Peet 175 $ 13.95 Per Bore 10 $ 150.00 SUBTOTAL: MISCELLANEOUS PROJECT(S) PRICE BID TOTAL $ 500.00 $ 500.00 $ 2,441.25 $ 4,941.25 I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Revised Proposal Cost Breakdown_9-9-20.docx Page 8 of 9 (Revised) MISCELLANEOUS/UNDISTRIBUTED ITEMS STEAM CLEANING OF DRILLING EQUIPMENT (UNIT COST $ 100.00 ) X 7 TIMES = $ 700.00 ROCK CORING (UNIT COST $ 75.00 ) X 100 FEET = $ 7,500.00 SOIL BORINGS (UNIT COST $ 13.95 ) X 100 FEET = $ 1,395.00 BLIND DRILLING (UNIT COST $ 9.00 ) X 100 FEET= $ 900.00 ENVIRONMENTAL -ONLY DRILLING (UNIT COST $ 13.95 ) X 100 FEET= $ 1, 395.00 DRUMS FOR IMPACTED SOIL, INCLUDING RELOCATION TO CITY PROPERTY (UNIT COST $ 65.00 ) X 5 DRUMS= $ 325.00 TOTAL PROPOSAL COST $ 82,697.75 I:AEngineering\2021 -2030 Contracts\2021 CONTRACPS\2021 Sub InvAREP\Revised Proposal Cost Breakdown_9-9-20.docx Page 9 of 9 (Revised) 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 %", 4 %" I.D. Auger 6 %" 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 Rock Coring with Diamond Bit $75.00 Per Foot DOT 55-Gallon Drums - Soil Cuttings Rock Boring with 3" Roller Bit $45.00 Per Foot Drilling mud, as needed Rock Coring & Boring Set-up Charge $350.00 Per Hole Pavement Cold -Patch at boreholes LABORATORY TESTING Visual Engineering Classification Hand Penetrometer Test Moisture Content Test Organic Content Test Density Determination with Moisture Content Atterberg Limits Determination Grain Size Analysis, Sieve Grain Size Analysis, Sieve & Hydrometer Moisture Density Relationship Standard Method, ASTM D-698 Modified Method, ASTM D-1557 REMARKS $4.00 Per Test Unconfined compression tests, $4.00 Per Test remac $5.00 Per Test without stress -strain curve $35.00 Per Test with stress -strain curve $30.00 Per Test California Bearing Ratio (CBR) $85.00 Per Test Permeability, Rigid Wall $65.00 Per Test Permeability, Flexible Wall $95.00 Per Test Shelby Tube sample preparation/remolding $150.00 Per Test $175.00 Per Test $40.00 Each $60.00 Each $3.00 Per Foot $25.00 Per Hole $5.00 Per Test $30.00 Per Test $45.00 Per Test $250.00 Per Test $250.00 Per Test $300.00 Per Test $40.00 Per Tube 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 1'/2% 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. ACCO " 111 R CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 09/27/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Marsh USA Inc. 500 Dallas Street, Suite 1500 CONTACT NAME: FAX A/CNNo Ext : A/C NO): E-MAIL ADDRESS: Houston, TX 77002 Attn: Houston.Certs@Marsh.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Zurich American Insurance Company 16535 CN102792561-(4B)-Prof'-19-20 INSURED Professional Service Industries, Inc. INSURER B : Greenwich Insurance Company 22322 INSURER C : N/A N/A 3009 Vandenbroek Road Kaukauna, WI 54130 INSURER D: XL Specialty Insurance Company 37885 INSURER E : Navigators Insurance Company 42307 INSURER F : COVERAGES CERTIFICATE NUMBER: HOU-003496920-08 REVISION NUMBER: 3 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICYNUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY GL0541569306 10/01/2019 10/01/2020 EACH OCCURRENCE $ 5,000,000 CLAIMS -MADE 1XI OCCUR DAMAGE TO PREMISESEa occurrDence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 5,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 5,000,000 POLICY JJECT LOC PRODUCTS - COMP/OP AGG $ 5,000,000 $ OTHER: B AUTOMOBILE LIABILITY RAD943781303 10/01/2019 10/01/2020 COMBINEDINGLELIMIT Ea accidentS $ 1,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ D D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N/A RWD300119303(AOS) RWR300119403(WI) 10/01/2019 10/01/2019 10/01/2020 10/01/2020 X PER oTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 E Excess Liability CH19EXR8547521V 10/01/2019 10/01/2020 Each Occurrence 4,000,000 Excess of Auto and Employers Liab. General Aggregate 4,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) RE: Construction Material Testing Services for the 2019 Capital Improvement Projects City of Oshkosh, and its officers, council members, agents, employees and authorized volunteers are included as additional insured (except as respects all coverage afforded by the Workers' Compensation policy) as required by written contract. CERTIFICATE HOLDER CANCELLATION City of Oshkosh SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Clerk THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 215 Church Avenue ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1130 Oshkosh, WI 54903-1130 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. John Shahidi @ 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 4COR" AGENCY CUSTOMER ID: CN102792561 LOC #: Houston annITIONAI RFMARKC CC_NFIII II F AGENCY NAMED INSURED Marsh USA Inc. Professional Service Industries, Inc. 3009 Vandenbroek Road POLICY NUMBER Kaukauna, WI 54130 CARRIER I NAIC CODE EFFECTIVE DATE: DDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Professional Liability: Policy #: E00O20692004 Career: Steadfast Insurance Company - NAIC #26387 Effective Dates: 09/30/2019 to 09/30/2020 Limit: $5,000,000 Each Claim/Aggregate SIR: $1,000,000 Named Insured Includes: Professional Service Industries, Inc. dba Intertek-PSI. Professional Services Industries, Inc. Professional Service Industries Holdings, Inc. Pittsburgh Testing Laboratory, Inc. PSI Acquisitions, Inc. Midwest Engineering Services, Inc. Wilson Inspection X-Ray Services, Inc. Paae 9 of 9 ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Statement of Qualifications STATEMENT OF QUALIFICATIONS GEOTECHNICAL ENGINEERING SERVICES City of Oshkosh 2021 Capital Improvement Projects SUBMITTED TO: City of Oshkosh September 11, 2020 iritertc+k , psi 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, PSI Proposal No.: 0094-321302 September 11, 2020 Professional Service Industries, Inc. 3009 Vandenbroek Road Kaukauna, Wisconsin 54130 Phone: (920)-735-1200 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 2021 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 www.intertek.c om/building ton 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 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, r laboratory, inspection, and testing offices throughout Wisconsin. 11 tek 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 S I 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 Jim Becco, P.E. Dan Anderson, P.E. Brad Broback, P.E. Larry Raether, P.E. Pat Patterson, P.E., P.G. Matt Poehlman, P.E. Shelley Hildebrandt, P.G. Mike Rehfeldt, Geologist Kaukauna, Wisconsin Patrick Bray, E.I.T Zachary Ashauer, Geologist Eric Marnocha, Geologist Logan Joniaux, Geologist Ripon, Wisconsin Jeff Fischer, 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 2021 Capital Improvement Projects. www.intertek.com/building Z O r `Q r Z 5W G W J a Z Z O F— NQ I`i r 5Z_ Q U W O w a w O LL 2 U J Q Z O r N_ Z Q O I d j 0) C/) O w� ��,� Y �� 0)o CO U O U w inO cu>>� Y O> L U O. O LL o� m .LU�c �a� Q o �U) L cu L Q m J J Q U co d i 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. 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 AC1214 Consolidation D2435/D4186 Concrete Mix Strength AC1214 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 3-1_6 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 3-1_6 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 City of Oshkosh Aviation Park Water Transmission Main-Suamico Water Main -Two Rivers Sanitary Sewer/WWTP-Suamico Kiwanis Park Sewer Relay -Sheboygan Wastewater Treatment Plant Expansion- Waupaca Session Street Sewer Expansion- Waupaca Water Main and Sanitary Sewer -Darlington Sanitary Sewer, Water and Stormwater Pipelines-Oconto Falls Sanitary Sewer Interceptor and Lift Station -Belleville Sanitary Sewer -Algoma Pump Station and Utility Lines -Waterford Sanitary Sewer Reconstruction -Wind Lake Water Main Extension-Pewaukee Water Main-Crivitz Sewer Extension-Bonduel Sewer Extension -Black River Sewer Extension -West Bend Sanitary Sewer Relocation -Green Bay Sanitary Sewer Interceptor -Manitowoc Sewage Force Main -Manitowoc Sanitary Sewer and Sewage Force Mains- Mishicot Storm Sewer -Manitowoc Sanitary Sewer Relay -Juneau Water Main Extension -Madison Water Main Extension -Sussex Water Main Replacement -Waukesha 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 City of Oshkosh CIP Projects Oshkosh, Wisconsin STH 145 Road Reconstruction Richfield, Wisconsin STH 164 Reconstruction (1-43 to STH 59) Wisconsin CTH JJ Roadway Reconstruction Outagamie, County County Highway X Waupaca County, Wisconsin County Highway VV Menominee County, Wisconsin Lake Street Town of Menasha, Wisconsin Manitowoc Road Reconstruction Menasha, Wisconsin US Highway 14 Reconstruction La Crosse, Wisconsin County Highway VV Reconstruction Fond du Lac, Wisconsin CTH U Roadway Reconstruction Outagamie, County CTH CB and Oakridge Road Intersections Winnebago, County CTH N Outagamie County, Wisconsin Libal Street Village of Allouez, Wisconsin Holland Road/Kelbe Drive Village of Little Chute, Wisconsin County Highway OK Sheboygan County, Wisconsin Tayco Street City of Menasha, Wisconsin Highways 42/57 Frontage Road Sturgeon Bay, Wisconsin Foote Street Reconstruction Seymour, Wisconsin Helena, Allard, and Erie St. Reconstruction De Pere, Wisconsin www.intertek.com/building 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 194/STH 20 Interchange Racine County, Wisconsin Hall Street Reconstruction City of Ripon, Wisconsin Elm Road Generating Station Oak Creek, Wisconsin Pleasant Prairie Power Plant Pleasant Prairie, Wisconsin Long Lake Estates Subdivision Wind Lake, Wisconsin Generac Building Pad Whitewater, Wisconsin Rockwood Parking Lot East Troy, Wisconsin TR1700E Road Reconstruction Iroquois County, Illinois Meredith Road Reconstruction Kane County, Illinois LaFarge North America Harley Davidson Parts Plant Franklin, Wisconsin City of Franklin Building 10501 Lakeview Park Pleasant Prairie, Wisconsin Home Depot Grafton, 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 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. Zachary Ashauer Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; University of Wisconsin — Green Bay, Geoscience, 2016 Master of Science; University of Wisconsin — Green Bay, Environmental Science and Policy: Environmental Technology and Analysis, 2018 Professional Registration/Certification Certified Soil Tester (CST) - Wisconsin Continuing Education and Short Courses Construction Materials Testing. - Nuclear Density Gauge Operation Training — Professional Service Industries, Inc. Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, June 7, 2018 to present. Mr. Ashauer was hired by PSI as a Staff Geologist in June of 2018. His responsibilities include laboratory testing, classifying soil samples, and preparing geotechnical reports. Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Eric Marnocha Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; University of Wisconsin — Milwaukee, Geological Sciences -Geophysics, 2015 Professional Registration/Certification Continuing Education and Short Courses Construction Materials Testing. - Nuclear Density Gauge Operation Training — Professional Service Industries, Inc. Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, April 8, 2019 to present. Mr. Marnocha was hired by PSI as a Staff Geologist in April of 2019. 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. Logan Joniaux Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Environmental Engineering — Waste and Water Technology Northeast Wisconsin Technical College, Green Bay, 2017 Professional Registration/Certification Continuing Education and Short Courses Construction Materials Testing. - Nuclear Density Gauge Operation Training — Professional Service Industries, Inc. Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, March 16,2020 to present. Mr. Marnocha was hired by PSI as a Staff Geologist in March of 2020. 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. Gary Wellner Drill Rig Operator Kaukauna, Wisconsin Office Education and Special Training High School Diploma; West High School, Waterloo, Iowa Continuing Education and Short Courses OSHA 40-Hour Hazardous Waste Training Course OSHA 8-Hour Refresher Courses - Yearly Drilling Safety Procedures — Midwest Engineering Services (MES) Annual Safety Refresher and Monthly Toolbox Meetings — MES Pressuremeter Testing Procedures and Field Demonstration — MES Experience and Background Professional Service Industries, Inc.; Kaukauna, Wisconsin; April 2014 to Present Mr. Wellner'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.; Appleton, Wisconsin; 1994 to March 2014 Mr. Wellner's responsibilities included operating drill rigs for geotechnical and environmental drilling projects. His duties included operation of drill rigs, locating utilities, shooting elevations and locating borings. Twin City Testing; Appleton, Wisconsin; 1984 to 1994 Mr. Wellner's responsibilities included drilling sites in the Midwest. His duties included operation of drill rigs, locating utilities, shooting elevations and locating borings. 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.