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HomeMy WebLinkAboutWWP273473 (13)REN !NN IRS E NW December 11, 2006 RH2 ENGINEERING, INC City of Renton r,ttp I IIo.11snz cntr, Attention: SOQ/Proposal Sumerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor Design "'�°� `p" m6th Floor Customer Service 1-800.120.81052 1055 South Grady Way Renton, WA 98055 Sent Via: USP Next Day Air WESTERN WASHINGTON 121000E Subject: Summerwind/Stonegate Wastewater Consolidation Project Proposal I%?'St SIfeTIJ0 BodwIl, WA 91Cr15 Dear Dave: W1425.95 +.51Li0 ibO 425.3%.2774 RH2 Engineering is delighted to present our proposal to the City of Renton for engineering services for the construction of the Summerwind/Stonegate Consolidation project. We are 4-4 WP-4 Hwan Raae confident that the results of our services will exceed your expectations on this project as we at,a t INA are proposing an outstanding team that has successfully completed many similar projects. „l ai r1{ Our proposal demonstrates a sampling of the relevant experience that our firm and our team I,;,; 39;.;-; 4; ,. has for this project. This proposal illustrates our qualifications and abilities, introduces key, personnel and their relevant experience, and highlights some of our past experience on similar Oral Pac�irc {i:Jlt�jF7[ projects. 62'1 PwIc Av~, suns° 1a4 The key personnel for this project have been working together on a variety of wastewater Tamim WA 1 e4W2 collection and lift station designs over the last five years. These include the design of the Lake Ael) 253 272 3C59 Chelan Reclamation District's Northshore Improvements; the Port of Douglas's PMA Sewer Improvements; and further back, the City of Renton's Devil's Elbow Lift Station and Forcemain Replacement. Our key strengths include our extensive knowledge of the City's standards and goals for its EASTERN WASHINGTUN wastewater system. This will provide invaluable insights for this project. In addition, we are able to provide in-house expertise on some of the key elements on this project, including scree, SE. sane 5 Ea environmental and permitting and telemetry. This will allow us to seamlessly include the asi We tWt�ra,ctaee, WA 9saoz required project elements in the design. 5o9.ae6.�soc fro(b4 We appreciate the opportunities the City has provided our firm in the past and are looking SIN P3n3 forward to the new and challenging project on which we may provide our expertise and services. If you have any questions or need additional information, please feel free to contact anyone on the project team. Sincerely, KITSAP PENINSULA 6W KeWs Strom Sl,we 101 RH2 ENGINEERING, INC. ia[xt Qrchard. WA 98366 M) 360 876 7960 ' fW) 3W $76 7` S Mark Miller, P.E. Project Manger Enclosures: Statement of Qualifications for Summerwind/Stonegate (5 copies) 12/I I/2006 3:54:28 PM JAdat&\RENMW40\2006 Lift station- Summerwind-Stonegat6cover letter.doc RH2 ENCINE:ERINC, INC. Engineers, Planners, Scientists PROPOSAL FOR: CITY OF RENTON Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor PREPARED DECEMBER 2006 Project Approach a m m m PROPOSED IMPROVEMENTS: *REMOVE EXISTING LIFT STATION *RESTORE AREA PROPOSED IMPROVEMENTS: *VERIFY OPTIMAL LOCATION FOR NEW LIFT STATION *MEET WITH HOMEOWNERS' ASSOCIATION *LOCATE NEW BELOW GRADE WET WELL AND VAULT *INCREASE CAPACITY OF LIFT STATION TO SERVE SATURATION *LOCATE PERMANENT EG AND ELECTRICAL IN LOW PROFILE BUILDING *BE SENSITIVE TO PROPERTY OWNERS *PROVIDE ODOR CONTROL SYSTEM PROPOSED 8" FORCE MAIN PROPOSED 8" GRAVITY SEWER REVIEW DIRECTIONAL DRILLING OPTION PROPOSED IMPROVEMENTS: *EVALUATE ALTERNATIVES FOR INSTALLING NEW FORCE MAIN AND GRAVITY SEWER *MINIMIZE IMPACTS TO SLOPE AND LANDSCAPING *STAY WITHIN EXISTING EASEMENTS *NEGOTIATE WIDER EASEMENT ONLY IF NECESSARY EXISTING SUMMERWIND LIFT STATION MAINTAIN EXISTING GRAVITY APPROX. ELEVATION 400' COLLECTION SYSTEM EXISTING FORCE MAIN; EVALUATE POTENTIAL REUSE EXISTING STONEGATE LIFT STATION APPROX. ELEVATION 320' ABANDON EXISTING 8" GRAVITY SEWER PROPOSED RECEIVING MANHOLE APPROX. ELEVATION 470' KEYS TO A SUCCESSFUL PROJECT: 1. GOOD COMMUNICATION WITH CITY STAFF 2. MINIMIZE IMPACTS TO NEIGHBORHOOD 3. SERVE LARGEST AREA POSSIBLE, COST EFFECTIVELY 4. QUALITY DESIGN THAT MEETS CITY EXPECTATIONS 5. DESIGN DELIVERED WITHIN BUDGET 6. CONSTRUCTION COMPLETED WITHIN BUDGET SUMMERWIND/STONEGATE LIFT STATION CONSOLIDATION AND FIELD AVENUE INTERCEPTOR NEW 12" OR 15" INTERCEPTOR IN FIELD AVE. d \DATA\$LNM R t-STCNECATE HYDRA JC PROPU Y O ♦ Project Approach Task No. 1— Establish Good Communications Task Lead: Mark Miller ' Rationale: Get all vested parties involved in the project early, including engineering, operations and Homeowners. Action Outline (Task Objective) ' 1. Meet with City Engineering and-�e� tion�ff at the beginning of project to discuss issues/criteria. Prepare detailed scope of work. 2. Meet with Homeowners Association Board to discuss Tract H and the proposed improvements. 3. Keep project communications open with Client and RH2 Engineering (RH2) by reviewing design issues in a weekly phone meeting. 4. Identify task items to be completed each week to keep project on schedule. ' 5. Develop basis of design document for all aspects of the project. Task No. 2 — Alternative Analysis Task Lead: Marshall Meyer Rationale: Determine the optimal sewer improvements for the proposed service area. �l Action Outline (Task Objective) 1. Collect all available information, as-builts, soil conditions, modeling data and construction ' photos. 2. Use GIS for creating figures that can be used for developing and evaluating alternatives. 3. Use RH2 geologist for preliminary soil exploration. ' 4. Evaluate the use of trenchless technologies to help minimize impacts to the neighborhood. 5. Develop and evaluate alternatives based on City operational goals, environmental and neighborhood impact, permitting, constructability, estimated cost and full build -out of area. ' 6. Identify if additional easements will be required. 7. Compile existing information on the area, including topography, utilities and soil conditions. 8. Prepare cost for each feasible alternative and perform a constructability review. 9. Prepare draft and final report with recommendation. y� Task No. 3 — Permitting (Environmental) Task Lead: Gene Peterson \Rationale: Aggressively pursue permitting compliance to eliminate delays due to agency concerns. Action Outline (Task Objective) 1. Perform an initial assessment of regulatory permitting requirements. 2. Prepare and submit for SEPA 3. Prepare and submit for building permit, if necessary for lift station. 4. Verify on -site and proximal wetlands and streams via GIS database inventory (King County and City) and site investigation. 5. Coordinate, define and address compliance issues, as needed. ' _—Task No. 4 — Project Management and QA/QC Task Lead: Mark Miller Rationale: Project needs to be delivered on time and under budget. Quality of project needs to be excellent. This can only happen with aggressive project management and consistent quality control ' of project from beginning to end. Action Outline (Task Objective) 1. Monitor team and assure that required coordination is occurring. ' 2. Assure that Client is advised of potential changes and opportunities. 3. Provide continuous QA/QC review of design package. Assure that separate QA/QC review is done. ti'v o .�� ' 4. Make sure assigned staffs have required availability to assure that appropriate 35 percent , 65 percent and 95 percent submittals are delivered on time. ' S. Provide timely and appropriate reporting to the City on the progress of the project. 6. Assist City with application to potential funding sources such as PWTF. 1 /Task No. 5 - SurveyTask Lead: Triad and Associates Rationale: Obtain good survey data that will provide good control for the design. ' Action Outline (Task Objective) 1. Hire locating services for private property. 2. Field check survey data at the beginning of the design and at the end of the design. Task No. 6 - Geotechnical Investigation Task Lead: Kleinfelder Rationale: Identify soil dewatering conditions so that proper construction techniques can be identified; there ore, reducing the ri-sk involvement in the project. Action Outline (Task Objective) 1. RH2 geologist to identify areas of concern. ' 2. Take soil samples to identify construction conditions. 3. Prepare report to be included in project bid documents. Task No. 7 - Sewer Interceptor Design Task Lead: Doug Schlepp Rationale: Develop a design that minimizes impacts to the neighborhood during construction in a cost effective manner. ' Action Outline (Task Objective) 1. Design interceptor to flow full build -out of the development, as calculated from the City's computer model of the sewer system. ' 2. Prepare plan and profile of interceptor alignment to identify all potential conflicts. 3. Use City standard details where applicable. Provide new detail as necessary. 4. Perform a constructability review. Notify City of potential construction challenges. Task No. 8 - Collection System Improvements (New 8-inch gravity) Task Lead: Doug Schlepp Rationale: Minimize impacts to steep slopes and neighboring homes. Action Outline (Task Objective) Al. Meet with effected homeowners to gain their acceptance of the project. 2. Double check that proposed construction methods will work. Identify all risks and rewards to City. Task No. 9 - Force Main Design Task Lead: Doug Schlepp Rationale: Design a force main that requires minimum maintenance and avoids adding additional easements. Action Outline (Task Objective): 1. Design force main that maximizes pumping efficiencies and meets full build -out of lift station. 2. Prepare plan and profile of force main alignment to identify all potential conflicts. I�Q T ask No. 10 - Lift Station Design Task Lead: Mark Miller Rationale: Keep lift station design consistent with what the City operations staff is comfortable with operating and maintaining. fi ,4V, Action Outline (Task Objective) ' �1. A low profile lift station that is easy to maintain with an odor management system, emergency ower su ly and weather protective electrical �,tiuippment. vtures that re es uponto and maintain their lift station in a safe ' and efficient manner. Task No. 11— Services During Bidding Task Lead: Marshall Meyer ' Rationale: Assist City staff as needed to achieve the successful bidding of the project. A lion Outline (Task Objective) ' 1. Prepare bid schedule and Engineer's Opinion of Probable Construction Cost. 2. Respond to bidder questions and issue addenda, if needed. 3. Assist in review of bids, low bidders' references and prepare recommendation of award. Task No. 12 — Services During Construction Task Lead: Marshall Meyer Rationale: Assist City staff as needed to achieve the successful construction of the project. Action Outline (Task Objective) 1. Provide engineering services, including review of shop drawings and submittals, and responding to contractor's Requests for Information (RFD. `2. Provide experienced staff to perform construction management services. Ensure that the ' Contractor is meeting the contract requirements and that changes are being addressed in a timely and appropriate manner. 3. Assist the City with testing and commissioning of the lift station, including all telemetry aspects. 1 Project Overview City of Renton Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interce 2007 Feb Marl Apr I MavI Jun I Jul I Aug I Sep I Octl NovI Dec I Jan I Feb Project Award and Budget Preparations Data Collection Develop Design Criteria Prepare Conceptual Plans Develop Alternatives and Cost Estimates Geotech n ical Investigation Draft Plan City/Internal Review Final Report Design Force Main Design Interceptor Design Lift Station 30% and 65% Reviews Internal Reviews SEPA and Permitting Final Design Mark Miller: 45 hrs Gene Peterson: 10 hrs Geoff Clayton: 20 hrs Doug Schlepp: 30 hrs Kleinfelder: 80 hrs Alicia Pettibone: 20 hrs Marshall Meyer: 120 hrs Staff Engineer: 60 hrs 95% Review Final CIA/QC Finalize Plans Prepare Bid Sets Bid Project Award Construction Mark Miller: 20 hrs Doug Schlepp: 20 hrs Tony Pardi: 5 hrs Mark Miller: 5 hrs Doug Schlepp: 5 hrs Gene Peterson: 10 hrs Alicia Pettibone: 20 hrs Mark Miller: 60 hrs Doug Schlepp: 45 hrs Tony Pardi: 10 hrs Alicia Pettibone: 5 hrs Marshall Meyer: 240 hrs Staff Engineer: 120 hrs Chris Roberts: 80 hrs Triad: 236 hrs Karen Kornher: 40 hrs Mark Miller: 2 hrs Marshall Meyer: 5 hrs Staff Engineer: 5 hrs 0 Mark Miller: 20 hrs Doug Schlepp: 20 hrs Tony Pardi: 10 hrs Marshall Meyer: 80 hrs Staff Engineer: 60 hrs Mark Miller: 20 hrs Marshall Meyer: 20 hrs Doug Schlepp: 20 hrs Mark Miller: 10 hrs Marshall Meyer: 20 hrs Doug Schlepp: 5 hrs 2008 avI Jun Mark Miller: 120 hrs Marshall Meyer: 48C hrs James Swanson: 40 hrs Lee Tumbleson: 20 hrs Karen Kornher: 10 hrs Kleinfelder: 60 hrs Chris Roberts: 40 hrs Project Management lopm = = M = = M am= M ♦�Y O ' Project Management The basic goals that will guide all of our efforts are to provide services that meet the City's requirements on schedule and within budget. The key to achieving these goals is to continually strive to understand ' the City's needs during all phases of the project, and to be very flexible in addressing the changing needs of the project. This begins with the first phase of the project — negotiating the scope of work and fee. It is important to agree on what we will do to successfully complete this project, as well as to reach an agreement on what we are not doing. To prepare the scope of work, we will work together to identify the specific points during the project where you would like to have input or an opportunity to review the progress of the 'work. We will also discuss how we can best augment City s uring the cons hase. There are a number of elements to successfully performing the design phase. One o the critical ' elements is getting early input from you on your desires and preferences. If we clearly understand your operational goals, your concerns and desires related to maintenance features, and the City's budgetary constraints, we can make the necessary key decisions early. This will lead to an efficiently completed ' design and a project that meets the City's expectations and budget. The project schedule is a key tool to achieving a successful project. This rovides anc at staff is available wh�ez� enquired. It will also be a guideline for scheduling City staff time for their require reviews. Our goal in staffing this project is to provide a consistent project team (as shown on the following page). Keeping on schedule is the best way of making sure those key people are providing concentrated focus at the right time. Our standard approach to QA/QC is to provide independent senior review of the project concurrent with the City's review. We have been involved in Value Engineering studies, and would certainly ' welcome a completely independent peer review; however, we find that a more continuous process allows us to make any needed changes in a more timely and cost-effective manner. Client input is critical to the success of the project. This must occur, not only during the formal plan reviews at 35%, 65% and 95%, but as the project progresses so that decisions can be made in a timely manner. We believe that a critical element leading to the success or failure of the project is the construction phase. We are dedicated to providing timely and appropriate input to ensure that the project is successful. Because we understand how critical the construction phase of the project is, we prioritize construction work over our other work to make sure that our best and most knowledgeable people are ' available when they are needed. There are elements of project management that we practice throughout the project. These include client communication, budget tracking and reporting, and change order management. RH2 strongly believes that excellent communication is the key to a successful project. One of Mark's responsibilities is to be the point person for the City. Since Mark will be intimately involved in the execution of the project, he will make sure the rest of the project team effectively addresses your requests. Aswith hoother aspects of the project, flexibility is key to communication, so feel free to contact anyone on - the project team while knowing there is one point of contact you can always count on. ' Mark closely tracks the budget and work accomplished in order to prevent budget overruns. If there are specific items of extra work needed or requested, we will certainly try to accomplish them within the framework of the existing budget. If the extra work is extensive, we will discuss the need for the work and anticipated costs with the City's project manager before we proceed. IRH2 Engineering, Inc. ♦ 1.800.720.8282 ♦ www.rh2.com ' INV RH2 does not employ any one single method of reporting the status of a given project to our clients. tWe have a multitude of tools at our disposal to develop a reporting program that meets the City's preferences and the specific challenges of each project. We typically provided our clients with very detailed monthly invoices. We include a detailed report that includes the number of hours for each day t and a description of the work performed for each daily entry. This provides the City with considerable insight into what was accomplished in the previous month. ' Changes are inevitable during a project. These can be kept to a minimum through early and continuous communication, and with good planning. Beyond that, we fully understand that the City has a budget for this project and that if the work cannot be completed within that budget, there are serious ramifications for all of the City's involved staff. If we are continually sensitive to that, it is usually always possible to work together to find a way to bring the project in under budget. At RH2, the most important measure of the success for the project is the satisfaction of our client. This ' can only be achieved by maintaining a clear vision of the project goals and by positive teamwork, both internal and external, to achieve those goals. CI r1l I RH2 Engineering, Inc. ♦ 1.800.720.8282 4 www.rh2.com 1 'SPECIALIZED TECHNICAL TEAM SuMMERWIND/STONEGATE Open Communication ell �a NT der°' tia Q Mark Miller Lift Station Design Manager Mark Miller, P.E. Tony Pardi, P.E. Project Manager Principal In Charge QA/AQC Review Lee Tumbleson, P.E. Jim Swanson Chris Roberts Marshall Mayer Geoff Clayton Karen Kornher, P.E. HMI Upgrades Rugid Programming Electrical Design Staff Engineer Geotechnical Structural Design Lift Station Design T A S SOCIATES r3 ARKE NNDSCAPr I CIS, Rti RH2 ENGINEERING + 800.720.8052 ♦ EAST WENATCHEE + BOTHELL ♦ PORT ORCHARD+ TACOMA + BELLINGHAM 1 Alternative Analysis Preparation will involve the entire team Doug Schlepp, P.E. Marshall Meyer Geoff Clayton Interceptor/Forcemain Design Geotechnical Forcemain and Gravity System - Evaluation and Design KLEINFELDER Gene Peterson Permitting Assistance 3g Alicia Pettibone Environmental Impacts I I Permitting and ROW Negotiations Project Team Members am RH2 TEAM MEMBERS AND AVAILABILITY 2007 2008 PROJECT TASKS 1ST QTR 11 2ND QTR I 3RD QTR 4TH QTR 1ST QTR11 2ND QTR11 3RD QTR11 4TH QTR ANALYSIS/DESIGN JAN APRIL JULY FINAL DESIGN AND PERMITTING COMPLETE OCT BIDDING AND CONSTRUCTION JAN APRIL JULY OCT Mark will he the Project Manager and the main contact point for the City during the entire project. Ile will also be responsible for the design of the lift station. Mark has the most knowledge of the City's lift station and has worked with all parties involved on numerous occasions. Additia..Il LMark is a licensed electrical engineer MARK MILLER, P.E. — and will oversee the electrical and control design. WENATCHEE 40%11 SO%11 SO%11 2S%11 2S% 2S% 25% 25% ELECTRICAL Tony will he the Principal -in -Charge and utilize his extensive engineering background and familiarity with the City to provide overall project review, quality control and quality assurance. TONY PARD1, P.E. BOTHELL 10% 10% 10% 10% 10% 10% 10% 10% MECHANICAL Doug will be the Project Manager under the direction of Mark for all underground sewer improvements, including the evaluation of the altematives. Like Mark, Doug has worked on several underground utility projects in the City of Renton and is familiar with their staff and preferences. Doug is the company expert in DOUG SCHELPP, P.E. trcnchless technologies, should it be a viable option. BOTHELL 25%11 40%11 40% 15% 15% 15% 15% 15% CIVIL Gene will be responsible for Regulatory Compliance, Permitting and Easement Negotiations, if necessary. Along with this, Gene will focus on delivering products within the timeframes established during contract preparation by assuring that permitting milestones are met. GENE PETERSON, P.E. BOTHELL 1S% 10%11 25% 10% 10% 10% 10% 10% PLANNER Jim will provide consultation on communication and control issues during the design of the lift station. At the end of the project he will provide the programming and commissioning of the City's standard controller. J JIM SWANSON � n < BOTHELL SO% J CONTROL ENGINEER Lee will provide F-IMI improvements. 16 3 G a t (A LEE TUMBL ESON, P.E. BOTHELL S% CONTROL ENGINEER Asa Geologist' Geoff will provide valuable insight to the special geotechnical needs of the lift station and underground utility design. He will work closely with Kleinfelder and the Owner to determine risk associated with the available construction methods. GEOFF CLAYTON BOTHELL 10% 10% 10% 10% 10% 10% 10% 10% GEOLOGIST/HYDROGEOLOGIST Karen will be the lead structural engineer on this project. Her vast experience in wastewater projects both lift stations and collection systems will make her a valuable asset on all aspects of the project She previously `� managed the construction and design of a large collection system in Issaquah before coming to work at RH2. KAREN KORNHER, P.E. Karen has worked with the City on structural projects in the past. WENTACHEE 10% 10%11 20% 10% 10% 10% 10% 10% STRUCTURAL Marshall has just completed the design of a large lift station and force main project. Marshall will be a Staff Engineer for the entire project and provide AutoCad design capabilities. Marshall will also be the lead engineer during construction; therefore, we intend to have him involved early in the project. MARSHALL MEYER BOTHELL 75%11 75%11 7S%11 75%11 7S%11 75% 75% 75% CIVIL Alicia Pettibone is an environmental specialist who will support the project with permitting, evironmental aspects and GIS. .w_ ALICIA PETTIBONE BOTHELL 15% 10% 10% 15% 10% 10% 10% 10% 1� ENVIRONMENTAL Chris will design the electrical and control systems for the lift sttion under Dlark's supervision. Chris has iworked for Mark for four years. CHRIS ROBERTS BOTHELL 10% 25%11 25% 10% is% 15% 2S% 25% ELECTIRCAL % SHOWS AVAILABILITY SCHEDULED FOR THIS PROJECT PER QUARTER RH2 ENGINEERING FIRM PROFILE RH2 ENGINEERING RH2 Bothell 12100 NE 195th Street Suite 100 Bothell, WA 98011 11142 Port Orchard 600 Kitsap Street Suite 101 Port Orchard, WA 98366 RH2 Tacoma One Pacific Building 621 Pacific Avenue, Suite 104 Tacoma, WA 98402 RH2 Bellingham 454 West Horton Road Bellingham, WA 98226 RH2 East Wenatchee 300 Simon Street SE Suite 5 East Wenatchee, WA 98802 �01 fly,. �� r BRAND NEW LOCATION Port • • ' ' RH2 Mukilteo 11524 Mukitteo Speedway Suite 203 MuWlileo, WA 98275 www.t Zcom . t100 710.8052 Who We Are RH2 Engineering, Inc. has been in business for 28 years working for municipal clients throughout Washington State. RH2 is a medium-sized professional services firm that currently employs over 70 professionals, including engineers, planners and scientists, who work together seamlessly throughout our five office locations. We are able to do this through the use of state of the art communication technology. Each office is linked via T-1 lines and equipped with video conferencing capabilities. Travel time among employees is greatly reduced, as is the cost of travel and data sharing. What We Do RH2 Engineering offers a multitude of municipal engineering services. The following is a list of some of the services we provide. Engineers Water, Sewer and Stormwater Design Transportation Design Electrical Design Structural Design Water and Wastewater Treatment Hydraulic Modeling Telemetry Design Site and Facility Design Engineering Design Review Contract Administration, Management and Observation Planners Urban Growth Planning Water, Sewer and Stormwater Planning Environmental Planning Capital Facilities Planning Project Permitting Endangered Species Act Compliance Scientists Biological Assessments Geological Sciences Water Supply Development Surface and Groundwater Monitoring Salmonid Fisheries Biology and Habitat Aquatic Sciences Wellhead Protection Special Services GIS Mapping Expert Witness Public Relations and Community Involvement Loan and Grant Program Assistance IRH2 ENGINEERING. BOTHELL ♦ BELLINGHAM ♦ EAST WENATCHEE. PORT ORCHARD. TACOMA. 800.720.BO52. WWW.RH2.COM tip' o •, SUMMARY OF SIMILAR EXPERIENCE The four recent projects noted below represent RH2 has a clear understanding of the design issues that will be faced during the construction of the proposed improvements. Most of the photos are from projects that demon- strate our experience with sewer main construction, although one water project is mentioned to highlight our ex- perience with trenchless technologies. We have extensive experience in lift station design. Installation of a Pre -fused %inch HDPE Forcemain Lift Station No. 4 at Chelan Hills PDC Lift Station and Forcemain Design WASTEWATER COLLECTION SYSTEM Lake Chelan Reclamation District 2003— 2006 • Replacement of five existing lift stations. • 12.5 miles of HDPE force main pipe. • Installation of gravity sewer to serve additional customers and reverse flow direction. • Public coordination critical during design and construction. • Assisted District with obtaining PWTF loan for the design and construction. • Completed ahead of schedule and under budget. • Construction Cost: $3.6 million. • Client Contact: Paul Cross, P.E. • Mark Miller — Lift Station Design Manager. • Doug Schlepp — Forcemain and Gravity Design Manger. • Tony Pardi — Qa/Qc. • Gene Peterson — Permit coordinator. • Geoff Clayton — Geologist. DESIGN OF COLLECTION SYSTEM, INTERCEPTOR AND LIFT STATION Port of Douglas County —Completed June 2004 • Approximately 2 miles of new 12- inch sewer main in highly traveled road. • 4,200 feet of 6-inch collection sewer and 5,800 of 6-inch HDPE force main. • 250 gpm submersible lift station. • Successfully submitted and obtained PWTF loan for the design and construction of this project. • Completed ahead of schedule and under budget. • Construction Cost: $1.8 million. • Client Contact: Pat Haley. • Mark Miller — Project Manager and Electrical Designer. • Tony Pardi — Qa/Qc. RH2 ENGINEERING + BOTHELL + BELLINGHAM + EAST WENATCHEE + PORT ORCHARD +TACOMA +800.720.8052 + WWW.RH2.COM ISUMMARY OF SIMILAR EXPERIENCE —CONTINUED This does not have a caption 711 ✓"�law Reaming Head Applied to Complete Initial Bore Connections to Existing Well Field Piping LIFT STATION ELIMINATION City of Kirkland —Completed October 2002 • RH2 provided engineering services, easement negotiation assistance, alignment analysis, and construction inspection services for a critical section of gravity sewer necessary to eliminate a sewage lift station. • Vertical depth ranged from a minimum of 12 feet to a maxi mum of 28 feet. • RH2 developed traffic control plan. • Completed on time and under budget. • Construction Cost: $350,000. • Client Contact: Rob Weberg and Dave Snider. • Doug Schlepp — Project Manager. • Geoff Clayton — Geologist WATER DISTRIBUTION AND TRANSMIS- SION —NE SAMMAMISH SEWER AND WATER DISTRICT Completed 2006 • A 1,400-foot trenchless section of water main was installed to complete a 2,500-foot extension. • RH2 provided engineering services, easement negotiation assistance, alignment analysis and construction inspection ser- vices for a pipeline necessary to intertie two water districts. • Critical area was preserved and permitting was eliminated by using trenchless technologies saving the District money. • Construction Cost: $750,000. • Client Contact: Laura Szentes. • Doug Schlepp — Project Manager. • Geoff Clayton — Geologist. • Marshall Meyer — Pipeline designer. • Gene Peterson —Environmental issues/permitting. RH2 ENGINEERING ♦ BOTHELL * BELLINGHAM + EAST WENATCHEE + PORT ORCHARD +TACOMA ♦ 800.720.8052 ♦ www.RH2.COM ' SUMMARY OF SIMILAR EXPERIENCE -CONTINUED KLEINFELDER ' Since 1961, Kleinfelder has been providing quality, responsive, and value-added service to their clients. Today they are a $200-million environmental and geotechnical engineering, construction management and materials testing firm with offices and laboratories located throughout the United States. Their staff of ' approximately 2,000 professional, technical, and administrative support personnel represent a wide range of disciplines in the fields of geotechnical engineering, hydrogeology, environmental science, construction management, materials testing, and information system management. With a wide range of technical re- sources and geographic convenience, Kleinfelder provides the advantages of a large corporation with the personalized service that is typically available only from smaller firms. Founded in 1988, the Bellevue office has grown to 70 personnel and currently has a geotechnical engi- neering staff of 13 geologists and engineers. Our team has a diverse and well -respected track record of ' providing geotechnical design and construction services to local municipalities and utilities. Our project experience includes pump and lift stations, water and wastewater treatment systems and conveyance pipe- lines. We have completed numerous projects that have utilized trenchless technologies including horizon- tal directional drilling, microtunneling and pipe jacking. We have completed projects for the City of Ren- ton and within the City while working for other agencies. TRIAD ASSOCIATES ' Qualifications and Expertise of Firm Triad Associates provides a full range of surveying services to both public and private clients. Triad has one of the largest surveying staff located in one office in the Pacific Northwest. Currently, we have 13 Profes- sional Land Surveyors, 12 field crews, and 8 survey technicians on staff. We have served clients in the Pacific Northwest for since 1975. Our office is located in the Totem Lake area of Kirkland, approximately one block off I-405. With convenient access to I-405, we can easily reach projects in the City of Renton. Also, we have ' several field crew members who live in the south King County area that could be dispatched to projects in Renton. ' In-house Expertise In order to run an efficient operation, we emphasize the effective use of the latest technological advances. All of our drafters and technicians work at CAD workstations that are connected through an in-house network. ' Each station runs AutoCAD 2006 and Softdesk Land Development Desktop software. We also incorporate up-to-date technology in our field surveying operations for accurate and efficient data gathering. This includes Leica System 500 Global Positioning System surveying equipment. We are one of the few firms in the Pacific Northwest using Real Time Kinematic GPS technology for construction staking. Triad's field crews are currently using Leica TCRA 1103P1us Total Stations. The TCRA 1103P1us is a robotic total station that incorporates a reflectorless distance meter. Each crew is equipped with a Tripod Data Sys- tem Ranger electronic field book, which collects data and can be uploaded for construction staking. Relevant Project Experience Triad Associates currently works with several public sector clients, including the Lake Washington School District, Snohomish County PUD NO. 1 and the City of Renton. We have worked with both the City of Renton and RH2 Engineering on many types of projects and would like to continue that working relation- ship. Within the past few years, we have also designed a substantial amount of roadway and utility infra- structure within the City for private land development projects. Having worked in and for the City of Ren- ton, we are familiar with the surveying standards established by the City. ' The following chart lists representative projects for the City of Renton and some of our other public sector clients. 1 Triad Associates - Qualifications and Expertise of Firm Project / Location Services Provided Client Date Cost Project Type RH2 Engineering In 2005 Triad Associates began a strategic partnership with RH2 Engineer headquartered in Bothell, RHS Engineering On- 114,000 Various on - Various Locations Washington. Triad's role in the partnership is to provide surveying services to support their Rick Harbert going going municipal engineering design services. The types of surveys we typically provide are boundary, 425.951.6384 surveying topographic, utility locating, and GPS control. projects supporting Locations include: Manchester Water District, City of Renton, City of Edmonds, University of engineering Washington, City of Marysville, Bryant Well Field Treatment Plant desi n work City of Renton Triad Associates provided a topographic survey including locating existing utilities for the City of Renton 2005 8,250 Route surveys Earlington Sewer design/upgrade of sanitary sewer facilities. The length of the project is approximately 1,000 lineal Dave Christensen for Extension Project— feet. 425.430.7212 infrastructure Renton, WA design City of Renton Aberdeen Triad Associates provided a topographic survey including locating existing utilities for the City of Renton 2000 21,000 Route surveys Avenue Sewer Extension design/upgrade of sanitary sewer facilities. The length of the project is approximately Dave Christensen for Project — Renton, WA 4,700 lineal feet. 425.430.7212 infrastructure design City of Renton Triad Associates provided a topographic survey including locating existing utilities for the City of Renton 2000 21,000 Route surveys Downtown Sewer design/upgrade of sanitary sewer facilities. The length of the project is approximately Dave Christensen for Extension Project— 7,900lineal feet. 425.430.7212 infrastructure Renton, WA design Lake Washington School Site 52 — Triad Associates provided a boundary and topographic survey for a proposed elementary Lake Washington 2006 28,000 Boundary and District Modernization school site in the City of Sammamish. Included in the survey work being done is a topographic School District topographic Project — Redmond, WA survey of approximately 1,500 lineal feet of street right of way for the extension of a sewer line to Roberto Zamora surveys the proposed site. 425.882.5115 Snohomish County PUD On -call surveyor for Snohomish County PUD No. 1 since 1992 having completed numerous Snohomish County On- 187,500 On -call No. 1 Water Division On- projects including: PUD No. 1 call surveying Call Services — Everett, - Sultan Water Line Extension Brant Wood services WA Survey included the proposed crossing of the Sultan River, legal description for pipeline right- 425.783.8609 of -way, and preparation of Department of Natural Resources right of way plats. - Lake Stevens Office Site Boundary and topographic survey for the purchase of a proposed office site. - May Creek Reservoir and Pump sites Survey to locate the boundary of the two sites together with locating the centerline of several waterline easements for Snohomish County Public Utility District No. 1. Seattle Monorail Project Triad Associates was part of the team of local surveying firms working on the preliminary design Seattle Monorail 2003 158,000 Topographic — Seattle, WA survey for the Green Line of the Seattle Monorail Project. Triad provided a topographic survey Project survey along the proposed monorail route through the SODO District of Seattle, which was approximately John Sleavin 2 miles in length. The survey was unique in that it required the acquisition of the location and 206.587.1711 elevations of feature from the street level to a point approximately 100 feet above the street. This included all overhead wires and cables. Using our state-of-the-art "reflectorless" robotic surveying instruments we were able to complete the survey in a short time frame as requested by the Seattle Monorail Project. A second project we completed for the Seattle Monorail Project was topographic survey of a 15- acre site in the Interbay area of Seattle. This site is proposed to be one of the operation centers for the monorail. The current occupants of the site could not be disturbed during the day so all our work took place at night and on weekends. LO C 3 3 X O `1 M X T m X Z n m n O Z _q C m v References m IMPM m m m w= m am==== m m� ' REFERENCES Project Manager References Port of Douglas County, Pangborn Airport Business Park —Director Mr. Pat Haley, 509.884.4700 City of Bonney Lake —City Engineer ' Mr. John Woodcock, 253.862.8602 Karcher Creek Sewer District —District Engineer Mr. Chuck Mayhew, 360.871.6861 RH2 Engineering References ' Lake Chelan Reclamation District —Manager Mr. Paul Cross, 509.687.3548 NES Sewer and Water District —District Manager ' Ms. Laura Szentes, 425.868.1144 City of Marysville —Project Manager 1 Mr. David Zull, 360.363.8100 RH2 ENGINEERING ♦ BOTHELL ♦ BELLINGHAM ♦ EAST WENATCHEE f PORT ORCHARD ♦ 800.720.8052 1 www.RH2.COM = loom m = = m = =am mm = = m M m = MARK MILLER, P.E. PROJECT MANAGER Mark serves as Project Manager overseeing multi -disciplinary teams on construction of water and wastewater pump stations throughout Eastern and Western Washington. He works well with all involved members of the clients' staff, including the maintenance and operation staff and various permitting and review agencies to meet all the specific needs on a project. His 15 years of work experience (all with RH2) preparing detailed plans and specifications for all aspects of a pump station facility including mechanical, electrical, control and utility designs gives him a great ability to monitor the design of the complete project from the initial concept to the final constructed facility. Mark specializes in the design of replacement lift stations and has successfully managed all aspects of project execution including planning, permitting, production of bid sets and engineering services during construction. He has significant field construction experience with the start-up and testing of new facilities and works well with contractors to resolve construction issues quickly. Mark is the Senior Electrical Engineer for the company. ' REPRESENTATIVE PROJECT EXPERIENCE Project Manager —Lift Station Replacement for Northshore Server Interceptor Replacement ' Client: Lake Chelan Reclamation District and the City of Chelan. Project manager for the design of five replacement lift stations that delivery the residential and industrial waste from the Town of Mason to the City of Chelan Wastewater Treatment Plant. Worked with several ' project and staff engineers in developing cost effective alternatives for replacement of their existing lift stations that had reached their useful life. Assisted client with construction issues during construction of the lift stations. Project Manager — PMA Sewer Extension, Phase I and II Client: Port of Douglas County and Douglas County Sewer District. Project manager for the construction of two miles of gravity sewer pipe in a busy corridor in East Wenatchee under Phase I. Project manger for the design and construction of a sewer lift station, 4,200 feet of 8- inch gravity pipe, and 5,800 feet of 6-inch forcemain pipe. Assisted client in obtaining a $2M ' PWTF loan for project. Coordinated public approval process. Project Manager— Main Isft Station Rehabilitation Client: Town of Conconully. Project manager for the design and construction of a replacement lift station that pumps all the wastewater from the Town to treatment lagoons outside of Town. Managed the project under a Community Block Development Grant. Project Manager— East Valley Lift Station and 2004 Sewer Lift Station Improvements ' Client: City of Renton. Project manager for the design and construction of replacement of the existing East Valley Lift Station located in a busy industrial area with highly variable flows and improvements to a wastewater flushing station that needed to a neighbor friendly design. RH2 ENGINEERING ♦ BOTHELL ♦ BELLINGHAM ♦ EAST WENATCHEE + PORT ORCHARD +TACOMA +800.720.8052 + www.RH2.COM 1 MARK MILLER, P.E. PROJECT MANAGER Project Manager— Irrigation SCADA System Replacement at East Unit and Bray''s landing Client: Greater Wenatchee Irrigation District. Project manager for the total replacement of the aging control system at two of the District's pumping systems. Work involved the management of the design, construction and programming of the replacement system. Assisted the District in obtaining partial funding for the project from the Bureau of Reclamation. Client Service Manager— Engineering Services ' Client: Port of Douglas County. Provide engineering services on a variety of Port projects including industrial site development and airport related work. Provide reviews of planned improvements on Port owned property. Provide general engineering consultation on a variety of projects and issues including funding; permitting; land use planning; facilities planning; stormwater; site development; and utility design. Client Service Manager— Engineering Services Client: City of Renton Wastewater Utility Division. Provide reviews of lift station plans and specifications by others. Work includes start-up, testing and recommendation of acceptance at completion of work. RH2 ENGINEERING + BOTHELL + BELLINGHAM + EAST WENATCHEE + PORT ORCHARD +TACOMA +800.720.B052 + www.RH2.COM 0 Un q TONY PARDI, P.E. DESIGN GROUP DIRECTOR Tony has been with RH2 for over 20 years and is the director of RH2's Design Group. The majority of his professional career has been dedicated to the design of water and sewer facilities, first as a designer and now as a project manager. His extensive design background, field experience and project management experience has provided him with the tools to deliver a very successful project to our clients. His group specializes in using AutoCAD® and proprietary design tools to design water and wastewater systems. He has been instrumental in advancing the latest in technology including 3-D modeling and the use of color plans to increase drawing accuracy and clarity, thereby reducing construction costs. His design and project management experience includes both concrete and steel reservoirs; booster pump stations; well buildings; water treatment facilities; wastewater treatment plants; above- and below -grade pumping facilities; water and sewer pipelines; bridge and arch culverts; and computer analysis of sewer, water and storm systems. REPRESENTATIVE PROJECT EXPERIENCE Design Engineer, Lift Stations Clients: City of Kirkland, Lake Plaza Lift Station. Northeast Sammamish Sewer and Water District, Lift Station No. 5. City of Renton, Cottonwood Lift Station. QA/QC Review, Lift Stations Clients: Northeast Sammamish Sewer and Water District, Lift Station No. 3. City of Renton, Talbot Crest Lift Station, Devil's Elbow Lift Station. Quality Control Review, Lift Stations Clients: Lake Chelan Reclamation District, Northshore Interceptor and Lift Stations. City of Renton, Devils Elbow Lift Station. City of Renton, Talbot Crest Lift Station. Northeast Sammamish Sewer and Water District, Lift Station No. 3. Project Manager, Pump Station Design Clients: City of Renton, Rolling Hills BPS. City of Bonney Lake, Lakeridge BPS. City of Bellevue, Crossroads BPS Rehabilitation. Chelan County PUD, Knowles Road BPS. City of Stanwood, 300/400 BPS. Design Engineer, Pump Station Design t Client: City of Renton, Maplewood BPS. City of Bellevue NE 40th Street & Pike's Peak Rehabilitation, and Foresthill. Rock Ridge and City of Anacortes 489/590 Zone BPS. Shoreline Water District, Reservoir BPS Rehabilitation. QA/QC Review, Pump Station Design Clients: East Wenatchee Water District, Regional Booster Station, 5th & Grover BPS, Grant & Nile BPS. Chelan County PUD, Lovell BPS. City of Chelan, Darnell's BPS. 1 RH2 ENGINEERING ♦ BOTHELL + BELLINGHAM ♦ EAST WENATCHEE ♦ PORT ORCHARD ♦TACOMA ♦ 800.720.8052 ♦ WWW.RH2.COM PAGE 2 TONY PARDI, P.E. DESIGN GROUP DIRECTOR Project Manager, Reservoir Design Clients: Town of Eatonville, Hilltop Reservoir. Lakewood Water District, Hemlock Elevated Tank. Chelan County PUD, Circle Street Reservoir. 1800, 1500, and 1266 Sunnyslope Reservoirs. City of Bellevue, Cherry Crest Reservoir. City of Renton, Rolling Hills Reservoir. Woodinville Water District, 1.0 MG Aspenwood Standpipe. City of Stanwood, 1.0 MG Knittle Reservoir., and Cedarhome Elevated Tank. City of Puyallup, 15th Avenue Reservoir II. Design Engineer, Reservoir Design ' Clients: Northeast Sammamish Sewer and Water District, 196th Avenue 0.5 MG Reservoir. City of North Bend, 710 Zone Reservoir. Shoreline Water District, 2.0 MG 424 Zone Reservoir. City of North Bend, Gardiner Creek Reservoir. ' Reservoir Improvements Clients: City of Mercer Island, (2) 4.0 MG Reservoirs Seismic Improvements. Shoreline Water District, 3.7 MG Reservoir Seismic Improvements. City of Bellevue, Parksite Reservoir Exterior Improvements. City of Bellevue, Safety Equipment for Reservoirs. Shoreline Water District, 3.7 MG Reservoir Seismic Improvements. Quality Control Review, Reservoirs ' Clients: Union Hill Water Association, PEPS Reservoirs. East Wenatchee Water District, Canyon Hills Reservoir. Riviera Country Club, Breakerway Reservoir. City of Bonney Lake, Ponderosa Reservoir. Project Manager, Water Main Replacements, Improvements, and Transmission Mains. Clients: Shoreline Water District, North City Water System Improvements, Phase I, 15th Avenue; 492 Zone Transmission Main. City of Mercer Island, East Mercer Way Water Main. Annapolis Water District, Bethel Avenue and Salmonberry Road Water Main. East Wenatchee Water, 24-inch Regional Transmission Main. City of Renton 690 and 565 Zone Transmission Mains. City of Stanwood 272na St. and 80,, Ave. Replacements. Shoreline Water District 1451h Ave. 340/240 Zone PRV and Phase II Water Main, and 1996 Improvements. Project Manager, Pressure Reducing Station Design Clients: City of Bonney Lake, City of Stanwood. Project Manager, Well Design Client: City of Stanwood, Bryant Well. City of Renton, Well 12. Project Engineer, Well Design Client: City of Renton, Well Nos. 11 and 17. Design and Construction Project Manager, Waste Water Treatment Plants Client: City of Port Orchard/Karcher Creek Sewer District, Joint Waste Water Treatment Facility Expansion, Phases I and II. Creek Crossings Clients: City of North Bend, Ribary Creek Arch Culvert Crossing. Northeast Sammamish Sewer and Water District, Bear -Evans Creek Bridge Crossing. City of Renton, Maplewood Creek and Cedar River Utility Crossing. RH2 ENGINEERING ♦ BOTHELL ♦ BELLINGHAM ♦ EAST WENATCHEE ♦ PORT ORCHARD +TACOMA ♦ 800.720.8052 ♦ N'WW.RH2.COM DOUG SCHLEPP, P.E. PROJECT MANAGER Doug manages RH2's Construction Management Group. Doug specializes in sewer and water system utility design and construction management of road, storm, sewer, and water system improvements. His experience includes comprehensive planning of sewer and water systems and annexations, as well as the design of trunk sewers, force mains, lift stations, transmission mains, and reservoirs. Doug has expertise involving the use of trenchless technologies, such as directional drilling, auger boring, and micro -tunneling with emphasis on the former. He has served as District Engineer for a local special purpose district and on -site Project Manager for a local municipality. REPRESENTATIVE PROJECTS Comprehensive Planning Clients: Northeast Sammamish Sewer and Water District - Sewer and Water Plans, Riviera Community Club - Water Plan, City Normandy Park - Sewer System Study. Project Manager Clients: City of Kirkland, City of Marysville, Northeast Sammamish Sewer and Water District, Riviera Community Club, Chelan County PUD No. 1, Union Hill Water Association. Recent Projects: City of Kirkland - NE 90th Lift Station Abandonment; City of Marysville - ' 132nd and 152nd Street NE 16-inch Transmission Water Mains; Northeast Sammamish Sewer and Water District - Sammamish View Park AC Water Main Replacement, SR202 16" Force Main Relocation, and Lift Station 9 Upgrades; UHWA/NESSWD - Emergency Intertie ' On -Call or On -Site Engineering Services Clients: Northeast Sammamish Sewer and Water District, Riviera Community Club, City of Issaquah Major Development Review Team and the Union Hill Water Association. Construction Management Clients: City of Issaquah, City of Bellevue, and Northeast Sammamish Sewer and Water District, and the Union Hill Water Association. Recent Projects: City of Issaquah - Central Park Road and Utilities, North Park Sewer Lift Station, and Talus 752 Reservoir and Booster Pump Station, City of Bellevue - 161st Street Booster Pump Station, NESSWD - Sammamish View Park AC Water Main Replacement, ' SR202 16" Force Main Relocation, Forest Hills Estates Sewer and Water Developer Extension, and the Union Hill Water Association/NESSWD - Emergency Intertie. Water and Sewer Mains Trenchless Design ' Clients: City of Renton, Northeast Sammamish Sewer and Water District, and Union Hill Water Association. Designs involved use of auger bores, micro tunneling and directional drilling. Plat and Development Plan Review ' Client: City of Issaquah, Issaquah Highlands and Talus. Engineering review of proposed residential and commercial plats; utility infrastructure including potable water, sewer, stormwater, and road system plans; site grading and building permits. RH2 ENGINEERING + BOTHELL + BELLINGHAM ♦ EAST WENATCHEE * PORT ORCHARD ♦TACOMA ♦ 800.720.8052 ♦ www.RH2.coM GENE PETERSON SENIOR PLANNER Mr. Peterson has over 25 years experience in both the public and private sector. Gene has managed numerous water, sewer, transportation and environmental planning and design efforts. He has experience with project funding and approval; SEPA/NEPA compliance; comprehensive land use planning; land use regulation and permitting; and resource and sensitive area preservation. He has far ranging experience with public involvement and preparation of environmental compliance documents. In addition, he has experience with international energy policy evaluation and development working with elected officials and policy makers in Stockholm, Sweden and Seattle, Washington to evaluate and revise energy policies. Gene held numerous professional positions in a diverse range of programs during a thirteen -year career with King County, Washington. His experience spans a broad range of water and land resource issue areas as well as program development and administration. REPRESENTATIVE PROJECT EXPERIENCE NEPA and SEPA Gene has extensive and intensive experience with both SEPA and NEPA. This ranges from the development and review of simple SEPA Checklists and NEPA Environmental Assessments to large and complex Environmental Impact Statements (EISs). The EISs have included large master planned communities, wastewater treatment facilities, water pipeline projects, sewer interceptors, university campuses and freeway relocations. He has directed complex environmental assessments for siting and development of wastewater treatment facilities, solid and hazardous waste facilities, as well as solid waste landfill siting and redevelopment. Resource and Sensitive Area Management and Preservation Over his career Gene has developed programs, policies and regulations to identify, protect, and preserve resource areas such as shoreline and coastal zones, riparian reaches, farmland, wetlands, gravel resources, groundwater recharge areas and floodplains. Community Involvement Mr. Peterson has extensive experience with projects requiring community outreach and involvement. These have included project such as waterfront property excavation, stream relocation, sewer interceptor extensions; waste and wastewater facility siting; freeway relocation and transit center siting. Water Resource Management Gene has an extensive range of experience in Water Resource Management; including wastewater, surface and groundwater. He has managed both Wellhead Protection and Groundwater Management Programs as well as countywide and local sewer system planning. His experience includes flood control projects, stream relocation and wetland enhancement projects. Gene has managed projects to develop new surface water and ground water supply. He is also active in influencing the development of water resource and water right policies in Washington and Oregon through his involvement in the American Water Works Association. RH2 ENGINEERING ♦ BOTHELL ♦ BELLINGHAM ♦ EAST WENATCHEE ♦ PORT ORCHARD ♦TACOMA ♦ 800.720.8052 ♦ W .RH2.COM PAGE 2 GENE PETERSON SENIOR PLANNER Transportation Mr. Peterson has managed and contributed to a wide variety of transportation projects. These ' have included large, multi -jurisdictional projects involving limited access highway relocation and bridge replacement as well as smaller road and intersection improvements. Gene has managed site selection and evaluation for proposed transit centers. He has also overseen corridor analysis for location and design of new arterials and intersections. Other transportation projects have included non -motorized improvements to existing corridors as well as urban design improvements to streetscapes to enhance community vitality. Program Development and Administration Gene has developed numerous programs over his career including Wellhead Protection, Shoreline Management, Floodplain Management, Utilities Coordination, Farmland ' Preservation and SEPA Administration. Intergovernmental Coordination Projects involving multiple jurisdictions have been a main element of Mr. Peterson's career. He has managed projects requiring Federal, Tribal, State and local cooperation entailing a diverse array of topics such as: ♦ Stormwater management planning; ♦ Utility pipeline construction; ♦ Aquifer protection; ♦ Sewer planning and construction; ' ♦ Coordinated water system planning; ♦ Flood control; ♦ Stream restoration and fisheries enhancement, ♦ Freeway construction; ♦ Site remediation; ♦ Solid and hazardous waste facilities; and ♦ University campus siting and construction. Solid and Hazardous Waste Mr. Peterson has managed numerous projects in Washington State to close, convert, site or operate solid and hazardous waste facilities including transfer stations, landfills, and waste -to - energy facilities. These projects have included both publicly and privately owned facilities. He has worked on projects in Kitsap, Pierce, King, Snohomish, Grant and Klickitat Counties and is familiar with the different issues and challenges posed by varying geo-political, geologic and meteorological conditions. Waste projects Gene has managed have ranged from relatively benign construction/demolition waste facilities to sanitary landfills to dangerous waste incinerators. Community Service Gene has served on numerous commissions and boards including, by appointment of the King County Executive, the Seattle Comprehensive Water Plan Advisory Committee and the School ' Impact Mitigation Task Force. He has also served, by appointment of the Mayor of Seattle, on the Water Conservation Potential Advisory Committee. RH2 ENGINEERING ♦ BOTHELL ♦ BELLINGHAM f EAST WENATCHEE f PORT ORCHARD +TACOMA ♦ 800.720.8052 ♦ www.RH2.COM JAMES SWANSON 000001110-- CONTROL SYSTEMS ENGINEER/PROJECT MANAGER James is a senior control systems engineer with over 14 years of experience in ' control system design and programming for water, wastewater, storm and irrigation systems. He also has 22 years of experience in programming, networking and systems integration. James is an active member of the King County American Water Works Association and has assisted the certification of Washington State Water/ Wastewater System Operators over the last 6 years by teaching a number of control system workshops for Washington Environmental Training Center (WETRC). CAPABILITIES •l Education B.S. ElecUical Engineering Technology Northem Illinois Univ./DIT, 1986 Microsoft Certified Systems Engineer Affiliations American Water Works Association Kng County American Water Works Association Washington Environmental Training Center—Conbol Sysiem Inslnxtor (PT) • Control/SCADA/Telemetry system design and planning for water, wastewater, stormwater, treatment, irrigation, CSO and environmental facilities. ' • PLC programming experience in Allen Bradley, GE, Siemens, Control Microsystems, Rugid, Automation Direct and Omron systems. • Advanced backend computer design knowledge of HMI, historical trending, operations alarming and object oriented SCADA systems. • SCADA system backend programming abilities in Wonderware InTouch, Industrial SQL Server, Industrial Application Server, SCADAlarm and SuiteVoyager. Also experienced with RSView, Cimplicity and Citect backend control system software packages. • Communications proficiency in LAN/WAN/Intranet/Internet networking, OPC ' connectivity, routers/switches, frame relay, licensed and unlicensed radio technology, analog/digital phone systems and CDMA 1xRTT cell packet switching. • IT expertise in Microsoft Windows/Novell/Unix systems and networking, Microsoft and Oracle SQL Systems, Intranet/Internet software technology, real-time web programming and publishing. • Windows application programming in Visual Basic, Active Server Pages, ActiveX components, HTML, JavaScript, PHP, Pearl, SQL scripting and VBA. • Environmental telemetry monitoring design of manholes, CSO sites, weather, streams and ' lakes using low powered radio/cell, solar/battery technology. • Experience with water and wastewater modeling calibration using telemetry historical data sets. • Extensive instrumentation selection, integration, communication and calibration experience. ' 11H2 ENGINEERING ♦ BOTHELL ♦ BELLINGHAM ♦ EA5T WENATCHEE ♦ PORT ORCHARD ♦ TACOMA+ 800.720.8052 + WWW.RH2.coM JAMES SWANSON CONTROL SYSTEMS ENGINEER/PROJECT MANAGER REPRESENTATIVE PROJECT EXPERIENCE Water SCADA System Replacement Irrigation SCADA System Design and Client: City of Bonney Lake Programming Client: Greater Wenatchee Irrigation Wastewater SCADA System Design District/Brays Landing Client: Seattle Public Utilities/Wastewater Irrigation SCADA System Design and Water System HMI Programming Programming Client: Seattle Public Utilities/Water Client: Lake Chelan Reclamation District Water/Wastewater SCADA System Design Water SCADA System Design and and Programming Programming Client: City of Renton Client: Annapolis Water District Water/Wastewater SCADA System Design Water SCADA System Design and and Programming Programming Client: Northeast Sammamish Sewer and Client: Peshastin Water District Water District Water SCADA System Design and Programming Client: Shoreline Water District Water/Wastewater SCADA System Design and Project Management Client: City of Bonney Lake Water SCADA System Design and Programming Client: Union Hill Water Association Water SCADA System Programming Client: Silverdale Water District ' Irrigation SCADA System Design and Programming Client: Greater Wenatchee Irrigation District/ ' East Unit Water SCADA System Design Client: Manchester Water District Joint Wastewater Treatment Plant Control System Design Client: City of Port Orchard RH2 ENGINEERING 1 BOTHELL 1 BELLINGHAM ♦ EAST WENATCHEE ♦ PORT ORCHARD ♦ TACOMA+800.720.8052 ♦ www.RH2.COM L. LEE TuMBLESON, P.E. CONTROL SYSTEMS ENGINEER/PROJECT ENGINEER Lee specializes in control system design for municipal water and wastewater systems. He is proficient in the installation and programming of state-of- the-art HMI systems using Wonderware® InTouch software to provide an easy to use operator interface. He has over 12 years of experience in the design and inspection of water storage facilities and pump stations, which gives him the necessary background to understand the hydraulics of the systems to be controlled. He works with Visual Basic® to create custom applications for control system applications. He is also skilled in the use of Excel®, Access® and SQL Server® for working with complex data sets and presetting this data in easy to understand formats. REPRESENTATIVE PROJECT EXPERIENCE Engineering Design and Implementation, Telemetry SCADA System Clients: Greater Wenatchee Irrigation District; Northeast Sammamish Sewer and Water District; City of Renton. Design and Programming — Water SCADA System Client: City of Renton. Designed and implemented an upgrade of HMI computer system, incorporating IndustrialSQL and configuring data access across the City LAN for data retrieval by Public Works personnel. Design and Programming — Water SCADA System Client: Shoreline Water District. Designed, programmed and installed new HMI computer system for Shoreline Water District. HMI Programming — Irrigation SCADA System Client: Greater Wenatchee Irrigation District. Designed, programmed and integrated new radio based irrigation HMI system for primary irrigation system. Construction Inspection, Major Development Review Team Client: City of Issaquah. This involved working closely with a developer, his engineers, and contractors, to ensure that the facilities and utilities for a new housing development were constructed to the City's standards. Design and Construction, SMART Monitoring System Client: City of Renton. The Cedar River Monitoring System consists of three remote water quality stations transmitting hourly data by radio to a relay station. The relay station then sends hourly summaries to a Windows NT® computer by cellular phone, where it is integrated into a real-time database. Construction Inspection Client: City of Bonney Lake, Ponderosa 2.8 MG Reservoir Engineering Design and Construction Inspection, Maplewood Creek and Cedar River Utility Crossing Client: City of Renton. Engineering Design and Construction Inspection, 1.0 MG Aspenwood Standpipe Client: Woodinville Water District. Engineering Design, 1.0 MG Knittle Reservoir Client: City of Stanwood. RH2 ENGINEERING + BOTHELL + BELLINGHAM + EAST WENATCHEE + PORT ORCHARD +TACOMA + 800.720.8052 + www.RH2.COM GEOFF CLAYTON, L.G., L.E.G., L.HG. ENGINEERING GEOLOGIST Mr. Clayton explores and analyzes the local geology for all RH2 projects that require ground support of improvements or earth moving to establish "ground truth;" he anticipates design and construction issues, recommends mitigations for potential problems, and commonly conducts inspections to ensure that contractors actions are consistent with the plans and the earth and water conditions encountered. One of Geoff's primary roles is critical analysis of the assumptions and previous interpretations of geologic, geotechnical and hydrologic information. For complex projects, he manages and interprets geotechnical information from a specialty firm supporting RH2. This begins with field work and photogrammetric analysis, which may yield new data that improves site -specific design criteria and evaluation of risks for projects. Site evaluation includes analysis of soil profiles, stratigraphy, hydrogeology, characterization of subgrade conditions and landslide, erosion and seismic hazards. Once construction has begun, he is involved with contractors conducting clearing, excavation and placement of fill to quickly respond to issues that may arise and thus avoiding delay and/or change orders. REPRESENTATIVE PROJECT EXPERIENCE Licensed j Geologist, Hydrogeologist, EngF neering Geologist j Education I M.S. Geology of the White Pass 1 Area South Central Cascade Range University of Washington,1983 B.S. Botany and Geology Tufts University,1975 Affiliations Northwest Geological Society Citizens Advisory Conxnittee, Nng County Flood Hazard Reduction Plan Rural Character Task Force, lGng County Growth Management Fisheries -Livestock Mediation Panel Scientist Issaquah Highlands Construction Monitoring Monitored stormwater runoff and infiltration, erosion, slope stability, wetland changes, spring discharge, alluvial fan aggradation, and protection of native vegetation. Stemilt Landslide Analysis, Chelan County A road was being displaced at the toe of a large slump. Geologic analysis of the morphology, hydrology, and composition of the local bedrock and soils resulted in prioritization of a number of alternative actions to be taken by the County. Chelan County PUD — Reservoirs Sunnyslope 1800, 1500 Zone reservoirs in gneissose bedrock and 1266 Zone reservoirs in Chumstick sandstone and volcaniclastic rocks close to the Entiat fault. Traced fault for miles looking for evidence of recent surface rupture potentially associated with North Cascades earthquake. Analyzed clays to determine risk of swelling and strength and jointing of gneiss to determine ripability and risk of block failure in deep cuts into steep hillside. Steep Slope Failures, City of Issaquah Field inspection of grading and slope stability which supervises and permits the development of the Issaquah Highlands and "Talus," large master -planned development. Inspection and monitoring of slope stability and seeps and springs in response to construction and monitoring of the largest stormwater infiltration system in Washington beneath the proposed Microsoft campus. Saturated Ground Creep, City of Chelan Long Drive road failure occurred where a road embankment built against steep bedrock slopes settled causing rupture of the road surface and expansion of a lobe of earth onto residential property below. Analysis of the earth and hydrology revealed that stormwater improvements could substantially improve subgrade stability without costly reinforcement of toe or keying roadway into bedrock. RH2 ENGINEERING + BOTHELL + BELLINGHAM ♦ EAST WENATCHEE + PORT ORCHARD +TACOMA +800.720.8052 + www.RH2.COM cm PAGE 2 GEOFF CLAYTON, L.G., L.E.G., L.HG. ENGINEERING GEOLOGIST Rotational Slump, Chelan County A road was being displaced (uplifted) at the toe of a large slump called the Stemilt landslide. Analysis of the geomorphology, hydrogeology and composition of the local bedrock and soils resulted in prioritization of a number of alternative actions to be taken by the County. Damage and costs were minimized and risks assessed and emergency plans outlined. This deep-seated failure was largely due to the interaction of water with weak volcaniclastic bedrock in an area of steep topography. Hydrogeologic Studies, Maplewood Wellfield Development Client: City of Renton. Conducted production optimization studies for a new wellfield along the Cedar River. Improved geologic models of the aquifers. Supervised hydraulic continuity and water quality data gathering for mitigation and adaptive management of the river, provided by state of the art, real-time monitoring instrumentation. Groundwater Resource Analysis Client: Shoreline Water District. Analyzed groundwater resources and Lake Washington basin water resource issues. Proposed that the District provide leadership in exploring Lake Washington as a source of drinking water supply and storage. Hydrogeologic Exploration, Upper Snoqualmie Valley Clients: City of North Bend, Misc. King County Water Purveyors. Exploration for groundwater supplies, discovered 50 to 100 MGD source of supply, the largest groundwater reservoir in Western Washington. Outlined exploration program, located potential well fields, and identified appropriate mitigation for the proposed withdrawal. Lower Cedar River Valley Aquifer Characterization Client: City of Renton. Developed compositional and facies characterization of aquifers in the lower Cedar River Valley to improve inter -well correlation of sediments and 3-dimensional reconstruction of the subsurface geologic and hydrologic environments. Water Resource Evaluation Client: City of Enumclaw. Evaluation of groundwater, spring, and surface water resources of the Enumclaw plateau and Osceola mudflow. 2 Seismic Risk, Liquefaction, Settlement/Preparation of Subgrades Buildings, Reservoirs Complete regional and site -specific analysis to determine suitability of earth to support improvements including design requirements for essential infrastructure like water reservoirs. Exploration typically included photogrammetric analysis, fieldwork and test pits or borings. Analysis included composition, structure, earth strength parameters, ground bearing capacity, excavation slope stabilities and characterization of in -situ earth in terms of moisture sensitivity and potential for use as structural fill. Inspection during excavation and construction was recommended. ' City of Renton — Rolling Hills Reservoir This project is a major reservoir in the City of Renton located on an up -thrown block of the Seattle Fault. Evaluated risk of settlement due to past coal mining and determined depth of ' embedment to found slab entirely on un-weathered glacial till. Inspected base prior to placement of subgrade and pouring of slab. RH2 ENGINEERING + BOTHELL + BELLINGHAM + EAST WENATCHEE + PORT ORCHARD +TACOMA +800.720.8052 + WWW.RH2.COM KAREN KORNHER, P.E., S.E. STRUCTURAL ENGINEER/PROJECT MANAGER Karen serves as Lead Structural Engineer working with multi- disciplinary teams on multi -phase design projects. Her extensive structural design experience includes cast -in -place and pre -cast concrete; welded steel; masonry; wood; aluminum; metal buildings; pile support systems; retaining walls; cable systems; and structural fabric. She has significant field construction experience and works effectively with contractors to resolve issues quickly. She works well with all involved stakeholders, including other team member, clients, and various permitting agencies, to meet their specific needs. Karen has significant experience in all phases of project execution including planning, permitting, production of specifications and drawings, and engineering services during construction. REPRESENTATIVE PROJECT EXPERIENCE Structural Engineer— Water Facilities Clients: Highline Water District; City of Bonney Lake; Town of Eatonville; City of Wenatchee; Union Hill Water District; City of Monroe; Annapolis Water District; Chelan County PUD; City of Stanwood; City of Bellevue; Seattle Water Department; City of Richland; City of Issaquah; City of Bellevue; Modern Electric Water Company. Projects: Above and below -grade buildings including water pump stations, treatment buildings and maintenance and operations buildings. Concrete structures including filtration facilities; rectangular and circular tanks; concrete line valve stations; and a 95-foot-deep by 20-foot blow - off shaft. Welded steel structures including reservoirs; standpipes; elevated water storage reservoirs; and a steel girder bridge for a 60-inch water line spanning 120 feet. Seismic evaluation and retrofits for existing facilities. Miscellaneous structures including fabric baffles for chlorine detention and a pile -supported pond crossing. Structural Engineer — Domestic and Industrial Wastewater Facilities Clients: Port Orchard; Northshore Utility District; City of Anacortes; Kitsap County; City of Spokane; City of Bellingham; City of McMinnville; Quadrant Corporation; City of Redmond; U.S. Navy; Department of Energy. Projects: Sewage lift stations; wastewater treatment plants (buildings including headworks; screening; lab, office; chemical storage; MCC; engine generator; UV and blower buildings; and concrete tanks including membrane bioreactor, biofilter, sequencing batch reactor, Oxygen - activated sludge, and aeration basins and primary, secondary and teriary clarifiers). Wet wells including concrete caisson pump well. Prefabricated buildings for effluent treatment including all pipe and conduit support systems. Structural Engineer— Stormwater Facilities Client: King County Intalco Aluminum Corporation Cadman Corporation. Projects: Detention system including pond inlet and outlet structures. Diversion structures and pond inlet and outlet structures. A pre -cast wet well detention vault. Structural Engineer — Solid Waste Clients: Snohomish County; City of Port Townsend; Stevens County. Projects: Modifications required for compactor installation at a transfer station; pole building; process slabs; batch reactor basin; transfer station tipping pit; and retaining . wall. RH2 ENGINEERING BOTHELL BELLI NGH AM ♦ EAST WE NATCHEE + PORT ORCHARD ♦TACOMA ♦ B00.720.B052 + WWW.RH2.COM ' MARSHALL MEYER STAFF ENGINEER ' Marshall specializes in utility and site design for municipalities. He works closely with senior staff members in the design of water, sewer and storm conveyance systems. Most of his work has involved the analysis and design of public water systems. His work has involved the use of AutoCAD; WaterCAD; WaterGEMS; GIS applications; EaglePoint; Autodesk Civil 3D; Autodesk Map as well as RH2's own ' proprietary applications. Additionally, Marshall has experience creating customized programs that work with AutoCAD and WaterCAD to increase productivity and provide better results for ' our clients. REPRESENTATIVE PROJECT EXPERIENCE 4 Education B.S. Civil Engineening T University of Washington, 2003 Frgir w4n-Traig (Cgypp (U stADdWmWngion 1 ASCE, Seattle Secbm Staff Engineer, Waste Water Infrastructure Design Joint Wastewater Treatment Plant Clients: City of Port Orchard and the Karcher Creek Sewer District. Design of mechanical and structural features. ' SR202 Force Main Facilities Modification Client: Northeast Sammamish Sewer and Water District. Realignment of approximately 200 lineal feet of force main due to state highway widening. South 132n' Street Sewer Replacement Client: Val Vue Sewer District. Approximately 400 lineal feet of 8-inch gravity sewer main and ' services. 121 Avenue South Sewer Replacement Client: Val Vue Sewer District. Approximately 500 lineal feet of 8-inch gravity sewer main and service laterals using Cured -in -Place Pipe restoration methods for both main and laterals. South 129' Street Easement Line 1 Client: Val Vue Sewer District. Approximately 500 lineal feet of 2-inch PVC force main sewer serving six homes. ULID 43—South 175th Street Gravity Sewer ' Client: Val Vue Sewer District. Approximately 4,250 lineal feet of 8-inch and 6-inch gravity sewer main serving approximately 43 homes. Proposed ULID No. 41 Client: Val Vue Sewer District. Gravity sewer extension to extend sewer service to 13 homes. Proposed ULID No. 42 ' Client: Val Vue Sewer District. Gravity sewer extension to extend sewer service to 11 homes. ULID No. 43 Client: Val Vue Sewer District. Gravity sewer extension to extend sewer service to 43 homes. • RH2 ENGINEERING ♦ BOTHELL + BELLINGHAM + EAST WENATCHEE + PORT ORCHARD +800.720.8052 + WWW.RH2.COM I 1 ALICIA PETTIBONE ENVIRONMENTAL SERVICES Alicia is a Wetlands Scientist and Geographic Information Systems (GIS) Specialist within the RH2 Environmental Services Group. Her wetland experience includes plant identification; delineation; rating; functional and hydrologic assessment; permitting; mitigation and restoration. Alicia is fluent with ESRI's ArcView software, including ArcMap and Arc Extension 3-D Analyst. Her GIS experience spans a wide variety of services ranging from basic map creation to data collection and maintenance, surface analysis and spatial data manipulation. Alicia has a background in aquatic ecology, which includes not only wetlands and GIS experience, but also stream ecology, water quality monitoring, fish and wildlife field studies, and erosion and sedimentation plan design and construction monitoring. Alicia has also been involved in the development and agency coordination of environmental permits such as Biological Assessments, SEPIA, DARPA and various County Critical Areas Ordinance compliance documents. REPRESENTATIVE PROJECT EXPERIENCE Joint Water Purveyors Emergency lntertie Client: Union Hill Water Association and Northeast Sammamish Sewer and Water District Northeast Sammamish Sewer and Water District and Union Hill Water Association are adjoining water purveyors in Redmond, Washington. The District and the Association operate their systems within the Evans Creek Basin, which is considered an important fisheries and wildlife resource in the area. To reduce summer peak withdrawals and the potential impact on the Evans Creek system, the District and the Association are pursuing the development of an emergency intertie. RH2's Environmental Group completed critical areas field assessments and compiled local environmental permitting documents to facilitate this project. Peak Storage Reservoir Wetlandnensitive Areas Site Review Client: Union Hill Water Association RH2 Engineering is assisting the Association to site, design and permit a peak extended storage facility in Redmond, Washington. Alicia performed sensitive areas assessments, wetland delineations and GIS mapping of sensitive areas for this project. Alicia also designed wetland and buffer mitigation plans and specifications in coordination with King County Department of Development and Environmental Services. Bear/Evans Creek Basin, Watershed Management Client: Northeast Sammamish Sewer and Water District and Union Hill Water Association Northeast Sammamish Sewer and Water District and Union Hill Water Association are conducting a cooperative assessment to balance municipal water supply and ESA fisheries in the Evans Creek Basin. Alicia and the Environmental Services Group are monitoring and assessing surface and groundwater temperature; instream flows; salmon; habitat; shading; wetlands; and regional processes. GIS was utilized to analyze data trends. RH2 ENGINEERING ♦ BOTHELL • BELLINGHAM ♦ EAST WENATCHEE + PORT ORCHARD ♦ TACOMA 1800.720.8052 1 www.RH2.COM PAGE 2 �D AL ICIA PETTI BON E ENVIRONMENTAL SERVICES n �. Lift Station No.3 Wetlands Restoration4. n. Client: Northeast Sammamish Sewer and Water District The District completed construction of an underground sewage lift station in August 2001. n ' The facility is located adjacent to Evans Creek and Wetland 18, a complex and extensive wetland system. The Environmental Services Group facilitated permitting, designed wetlands reconstruction plans and provided field oversight for this project. Alicia is currently ' conducting compliance monitoring of wetlands and buffers for this project and directing restoration efforts, in accordance with King County standards. Peaking Storage Site Assessment and Off -Site Transmission Main t Client: City of Bonney Lake The City of Bonney Lake retained RH2 Engineering to site, design and permit a peak extended storage facility and associated water transmission main to supplement their existing water system. Alicia and the Environmental Services Group performed a wetland delineation, flood zone assessment, stream characterization, GIS mapping of sensitive areas and facilitated local environmental permitting. ' Comprehensive Plan Mapping Client: City of Stanwood RH2 Engineering was retained by the City of Stanwood to complete their 2004 ' Comprehensive Plan maps using GIS. Alicia obtained digital data from various sources including, local, state and federal government agencies and completed the maps in accordance with the City's revised Comprehensive Plan. ' Sensitive Areas and Pierce County Development Compliance Client: Riviera Community Club (Anderson Island, Pierce County) RH2 Engineering was retained by Riviera Community Club following issuance of a Cease and Desist Order from Pierce County to stop all work on a community parcel due to impacts to on -site wetlands. Alicia conducted wetland assessments and classifications and designed mitigation in coordination with Pierce County Planning and Development Services. Municipal Water Transmission Mains and Sisco Reservoir ' Client: City of Marysville The Environmental Services Group assisted the City in facilitating regulatory approval for water main installations adjacent to wetlands and Quilceda Creek, a stream with ESA regulated salmon species. Alicia is participating in the project by conducting stream and wetland assessments, preparing a Biological Assessment, JARPA, Habitat Management Plan and Critical Areas Study for the project. Bryant Well No. 1 Rehabilitation and Transmission Main Client: City of Stanwood The City retained RH2 to design and facilitate federal, state and local environmental permitting for reconstruction of a municipal supply located adjacent to Church Creek. Due to federal project funding (Community Development Block Grant), Alicia and the Environmental Services Group prepared permitting documents, including a Biological Assessment, and facilitated ESA and other regulatory compliance with NOAA Fisheries, the U.S. Fish and Wildlife Service, the Washington Department of Fish and Wildlife, the City of Stanwood and Snohomish County. RH2 ENGINEERING ♦ BOTHELL f BELLINGHAM ♦ EAST WENATCHEE ♦ PORT ORCHARD +TACOMA ♦ 800.720.8052 ♦ www.RH2.COM CHRIS ROBERTS STAFF ENGINEEI Chris specializes in electrical and control system design for municipal water and sewer systems. He works closely with our senior electrical and control engineers in the design of electrical and control systems for water and wastewater systems. His work involves performing load calculations, sizing electrical conductors, designing conduit and cable layouts using AutoCADO, researching and selecting electrical equipment, and detailing ladder control logic. Chris is also involved in assisting in the design of telemetry systems. Chris was also involved in the mechanical system design for a large wastewater project near Lake Chelan. REPRESENTATIVE PROJECT EXPERIENCE ' Engineering Design Assistance, Water SCADA System Replacement Client: City of Bonney Lake Engineering Design Assistance, Telemetry SCADA System Programming Client: City of Cashmere. Engineering Design, Telemetry SCADA System Client: City of Cashmere, Union Hill Water Association, Annapolis Water District. ' Engineering Design, Electrical and Control Systems, Wastewater Lift Station Client: City of Marysville, Port of Douglas County, Northeast Sammamish Sewer and Water District. Engineering Design, Electrical and Control Systems, Waste Water Treatment Facility Client: City of Port Orchard/Karcher Creek Sewer District. Engineering Design, Electrical Systems, Water Treatment Facility Client: Highline Water District, City of Bonney Lake. Engineering Design, Electrical and Control Systems, Booster Pump Station Client: Union Hill Water Association. Engineering Design and Inspection, Instrumentation installation Client: City of Mercer Island. Mechanical Engineering Design, Wastewater Lift Stations Client: Lake Chelan Reclamation District, Northeast Sammamish Sewer and Water District. PM I RH2 ENGINEERING ♦ BOTHELL ♦ BELLINGHAM ♦ EAST WENATCHEE ♦ PORT ORCHARD +TACOMA +800.720.8052 ♦ WWW.RH2.COM k'4KLE1 N FELDER Lawrence M. West, LHG Principal Hydrogeologisf Education MBA, Seattle City University,1981 BS, Geology, California State University, 1972 Certif ications/ Registrations Registered Geologist, OR, 1977 License #188 Certified Engineering Geologist, OR, 1977 License #E188 Licensed Geologist, Engineering Geologist, Hydrogeologist, WA License #1257 Affiliations Association of Ground Water Scientists and Engineers Geological Society of America Larry has 34 years of experience in ground water management, development, control and protection. He has designed and installed a number of construction dewatering systems ranging from simple pipeline and basement installations to multi -system extraction/recharge systems for major dam and treatment plant construction. He routinely provides consultation on geotechnical investigations including excavation below the water table. Larry's dewatering consulting includes: evaluations, specification tailoring, system design, operational monitoring and expert testimony. He teaches classes in construction dewatering and routinely gives presentations on various aspects of construction dewatering including. dewatering technology, system design, and project management considerations. Selected Relevant Experience Brightwater Construction Dewatering Monitoring, Bing County Wastewater Division/Hoffman Construction; Woodinville, WA —Developed specifications for multiple dewatering systems to complete site preparation and excavation for major structures of new reclaimed wastewater treatment plant, including deep pumped wells, 300 foot long, 300 GPM vacuum wellpoint systems, 1,700 foot and 400 foot long eductor/ejector wells and 600 foot long dewatering trenches. Provided oversight for site preparation system installation and operation. Bravern Construction Dewatering Monitoring System Design, Schnitzer Development/Malcolm Drilling Company, Inc.; Bellevue, WA —Designed 35 deep well construction dewatering system and vacuum well point system to stabilize soil nail walls and maintain dry excavation over 40 feet deep for a half -block 30 story multi -use high-rise. Also provided oversight for system installation and operation. Pacific Pump Station 3fd Party Dewatering Support, MWH Global/Bing County Wastewater Division; Pacific, WA —Evaluated King County's Engineer's geotechnical investigations and assisted in developing construction dewatering specifications for the County's new Pacific Pump Station. Logged 100-foot deep test wells and determined that the formations below the pump station were of sufficient strength to overcome artesian pressures. North Creek Sewer Replacement Dewatering Evaluations, HDR/Alderwood Water & Sewer District; Snohomish County, WA —Conducted analyses for alternative alignments for 3.5 miles of sewer in Bothell, Washington. Analyses included determining most appropriate approach for construction dewatering, evaluation of dewatering discharge disposal options and cost estimates. Final design studies include installation of deep confined aquifer k4KLEI N FELDER ' observation wells, pumping tests, calculation of dewatering flows and preparation of dewatering specifications for bidding. ' Renton Lakeshore Landing Utilities Dewatering; City of Renton, WA —Evaluated dewatering options for buried utilities in streets for more than 10,000 feet of trench and provided dewatering consultation during construction. ' City of Longview Emergency Sewer Dewatering, Holt Drilling; Longview, WA — Design and system installation oversight for a 10 well, 1,500 GPM dewatering system to allow repair for a ruptured sewer. The design, well construction and drawdown was achieved in less than 3 weeks allowing the contractor to effect repairs in a shored excavation in record time. ' Mountain Star Sewer Dewatering Evaluation, Malcolm Drilling/Wilder Construction; Cle Elum, WA —Designed and oversaw detailed subsurface investigation along 7,000 foot sewer alignment supporting a 4,000+ acre development by Mountain Star. Based on the ' investigation determined likely construction dewatering flows for trench excavation and appropriate wellpoint spacings. Kenmore Pump Station, King County Wastewater Treatment Division; Kenmore, ' WA —Installed monitoring wells to measure ground water fluctuation in support of design for a new generator building and chemical injection tank. Lakeland Hills Pump Station, King County Wastewater Treatment Division; Auburn, WA —Evaluated ground water conditions and designed dewater system for proposed pump station improvements. Lift Station #3 Sewer Dewatering, Northeast Sammamish Sewer & Water District; Redmond, WA —Managed and conducted hydrogeologic evaluations for design and construction of a dewatering system to depressurize an artesian aquifer along the 600 foot alignment for the connection sewer between the old and new lift stations. Project included construction of 10 dewatering wells, pumping tests and computer modeling to ensure contractor had sufficient capacity to control artesian pressures during excavation and sewer installation. CSI Brightwater EIS Dewatering Evaluation, Unocal to Highway 9 Alignment; King and Snohomish Counties, WA— Managed and conducted EIS level dewatering evaluations for deep and shallow tunnel options associated with the 15+ miles of proposed tunnel/pipeline alignment associated with the proposed plant siting. ' Renton Treatment Plant Phase II Expansion, METRO; Renton, WA —Aquifer testing, well construction, dewatering system design and recharge system design for major expansion of treatment plant. System included over 60 wells and dewatering lasted a year and a half. Renton Treatment Plant, Phase III Expansion, METRO; Renton, WA—Hydrogeologic analysis and evaluation of 3,000+ GPM construction dewatering impacts on ground and ' surface water, wetlands and existing ground water contamination. Included three-dimensional computer modeling, water quality sampling, and dewatering system design. Design included hydraulic barrier system of injection wells to reduce contaminant transport from adjacent ' landfill to dewatered areas. k4KLEI N FELDER David Cotton, PE Lead Geotechnical Engineer Education BS, Civil Engineering, Purdue University, Indiana, 1973 MS, Civil Engineering, University of California: Berkeley, California, 1977 Registrations Professional Engineer, NV, 2002 License No.016008 Professional Engineer, WA, 1978 License No.17418 Professional Engineer, AZ, 2000 License No.36800 Professional Engineer, AK, 1984 License No.CE 6568 Professional Affiliations American Society of Civil Engineers International Society for Soil Mechanics and Foundation Engineers Structural Engineers' Association of Washington ' With over 32 years of experience, Mr. Cotton has been involved with all aspects of geotechnical engineering and project management, including value engineering on a wide array of project types. His background includes management and performing of geotechnical investigations, studies, and designs for slope stabilization, geologic hazard identification, ' seismic analysis, retaining walls systems, and foundation stabilization techniques. He has provided technical expertise and has managed numerous projects (including design/build) ranging from commercial developments to large industrial facilities including lowrise and highrise structures, waste water treatment plants, transportation facilities and infrastructure including culverts, roadways, highways, light rail, bridges and interchanges, waterfront facilities, mining facilities, pipelines, tunnels, and water and oil storage tanks and distribution systems. Mr. Cotton's geotechnical management experience consists of wide variety of studies that have included inventories of soil, geologic, seismologic, and hydrogeologic conditions. Select Project Experience Geotechnical Investigation and Design, South Interceptor, King County; Kent, WA — Project Geotechnical Engineer responsible for completing a design -level investigation for the South Interceptor Parallel Phase III project. The project included a 108-inch-diameter concrete pipe, extending approximately 15,000 feet in length from South 180th Street to South 216th Street in Kent, Washington. The pipeline parallels an existing 72-inch-diameter sewer constructed in the early 1960's, at an average depth of 20 feet below the ground surface and 15 ' feet below the static groundwater table. Design issues included: protection of the adjacent sewer line; protection of adjacent buildings; an evaluation of liquefaction potential along the alignment; construction alternatives (open -cut methods versus trenchless alternatives); baseline report for a section of tunnel requiring EPB techniques, railroad undercrossings; stream crossings; and use of on -site materials for trench backfill. Following construction of Phase 3, David provided claims review and support during arbitration. ' Geotechnical Engineering Design, Cedar River Pipeline Tunnels, City of Seattle Water Department; Renton, WA —Relocation of Cedar River Pipelines 1, 2, and 4 at Interstate 405 crossing in Renton, Washington for the City of Seattle Water Department and WSDOT. David served as Project Manager for the geotechnical aspects of the project, which included three 20-foot diameter tunnels 1,500 feet in length in soft ground and three -drop shafts 70 k4KLEI N FELDER feet deep. The tunnels and drop shafts carry 75 percent of the City of Seattle's water supply 1 under I-405 and into the City for distribution. A project specific tunneling Geotechnical Baseline Report was also completed for the project. ' Geotechnical Engineering Services, NE 4th Street and Sunset Boulevard Sewer Upgrades, City of Renton On -Call Services; Renton, WA —David performed geotechnical studies for upgrading the NE 4th Street and Sunset Boulevard stormwater sewer systems for ' the City. A portion of the NE 4th Street system was directionally drilled from the Highlands down to the Maple Valley Highway adjacent to the Cedar River. This was the first directionally drilled pipeline in the City. The Sunset Boulevard stormwater system was the first pipeline installed in the City using microtunnelling. He was responsible for the soil and groundwater characterization as well as providing guidance to the City in the use of directional drilling and microtunnelling. Geotechnical Study, Renton Wastewater Treatment Plant; Renton, WA —Performed geotechnical studies for expanding the Renton Wastewater Treatment Plant and Pump Station. Alki Transfer CSO Project, West Seattle Tunnel; Seattle, WA —David was responsible for the design of the soldier pile and tie back system for the 40 foot deep portal excavation on the ' east and west portals of the Alki Tunnel. The east portal excavation included over 16,000 square feet of shoring design that included the first application of soil nailing for a 15 foot deep excavation at the base of the pit for a permanent pump station. The excavation support also had the unique constraints of being located in an active landslide and having Elliott Bay ' immediately to the east. During completion of the tunnel his company was also a consultant to McNally Construction where we provided input to the muck conditioning agents and final evaluation of the hydraulic capacity of the tunnel, when final construction geometry and ' grades didn't meet design geometry and grades. Contract Document Review, Downtown Seattle Transit Tunnel and Stations, Seattle Engineering Department; Seattle, WA —Project Manager responsible for review of all contract documents beginning at 75 percent completion through to 100 percent during preconstruction permitting for the Seattle Engineering Department and then extending into construction. David was responsible for identifying project inconsistencies in design and scheduling, and fatal flaws related to the City of Seattle providing utility and transportation services. During the same period, he was contracted as part of a team of specialists to do value engineering of the University Street Station, Pioneer Square Station, and International District Station. David identified $1.2 million savings for the foundation design of the International District Station and $2 million savings on the ground support systems of the University Street and Pioneer Square Stations. iGeotechnical Investigation and Special Inspection, Seattle Light Rail, Sound Transit; Seattle, WA —Project Director for a $1.6M contract to characterize and provide geotechnical engineering recommendations for a seven -mile section of proposed light rail line. The alignment featured pier -supported elevated guideways and stations, a maintenance facility, and at -grade track; spec geotechnical issues included liquefaction, soft soils, ground improvement pile and pier foundation design retained fills, utility crossings, and retaining wall design. 11 k4KLEI N FELDER ' Marcus Byers, PE Geotechnical Engineer Education MS, Civil Engineering, University of Washington, 1998 Registrations Professional Engineer, WA, 2001, License No.0037351 ' Mr. Byers has ten years of experience providing geotechnical consulting and engineering solutions for projects involving engineering analyses, report writing, field work and inspection, and construction management. His project experience includes water and wastewater systems, ' structures, highways and roadways, bridges, culverts, retaining structures, and reservoirs. His experience also includes substantial laboratory and field testing of soil, concrete, and asphalt. ' Select Project Experience LOTT Wastewater Project; Lacey, WA —Served as project engineer for a proposed project that includes construction of a new treatment plant, expansion of an existing pump station on ' a separate site and installation of approximately 6,500 feet of conveyance line. Recommendations were provided for excavation and foundation support of the various structures and treatment facility units on both the plant and pump station sites. Lateral earth pressures, buoyancy, ground water pressures and dewatering needs were discussed for buried ' facilities. Recommendations were provided for site grading and drainage, temporary excavations, and pavements. Open -trench and trenchless construction methods were discussed for installation of the underground conveyance lines including two bore and jack ' street crossings. Kalama WWTP Improvements; Kalama, WA —Project manager for geotechnical study in ' support of VAV P upgrade that included expansion of existing facility with the addition of a new influent lift station, two aeration basins and secondary clarifiers, an ultraviolet disinfection system, a new laboratory and control building and other associated system modifications. Recommendations were provided for seismic design considerations, site earthwork and temporary excavations, dewatering, foundation support, caisson installation, buoyancy and uplift considerations and lateral earth pressures. ' Lyle Wastewater Treatment Plant, Lyle, WA —Performed subsurface site investigation, engineering analyses and reporting for the project. The project involved addition of two sequencing batch reactors, a UV disinfection system, new influent sewer lines to the plant and other associated plumbing and electical upgrades. The site presented a variety of geologic conditions ranging from lightweight biosolid fills to highly variable silt and cobble fills and Columbia River alluvium. Basalt bedrock outcrops were visible around several sides of the site. ' Provided recommendations for preparation of the silt and cobble fills and construction of a crushed rock mat to allow structures to be founded on the fill materials, thus eliminating the need for extensive and costly over -excavation and reducing the potential for encountering bedrock. Geotechnical design and construction recommendations were also provided for earthwork, excavations, seismic design, lateral earth pressures for below grade structures, and drainage and erosion control. tDenny Way / Lake Union CSO; Seattle, WA —Performed geotechnical investigation and groundwater monitoring for proposed sanitary sewer pipelines and drop structures. Project involved determination of dewatering requirements, liquefaction potential, settlement analysis, ' and recommendations relating to the use of trenchless technology or microtunneling under an urban environment. K4KLE1 N FELDER Stanwood Wastewater Improvements Project; Stanwood, WA Performed geotechnical investigation for a proposed sanitary sewer pipeline and lift station. Strander Boulevard Pump Station; Tukwila, WA —Managed the geotechnical study for design and construction of a proposed pump station located near the Green River. The proposed pump station consists of a 12-foot diameter concrete structure founded approximately 22 feet below the ground surface. Site conditions included loose alluvial soils and a water table approximately 15 feet below the ground surface. Recommendations were provided for lateral earth pressures, buoyancy issues, temporary excavations, sinking a pre -cast structure, and excavation backfill. North Bend Wastewater Treatment Plant Improvements; North Bend, WA —Performed engineering analyses for proposed expansion of plant headworks and digester building. Recommendations were provided for shallow foundations, excavations, temporary shoring and general site earthwork. Puyallup Wastewater Treatment Facility; Puyallup, WA —Performed geotechnical investigation for wastewater treatment facility expansion at site underlain by loose/soft soil alluvial sediments. Project involved settlement analysis, evaluation of liquefaction potential, determination of dewatering requirements, short-term excavations and ground improvement using stone columns. Bremerton Water System Improvements; Bremerton, WA —Performed geotechnical investigation and engineering analyses for proposed 1MG above -ground reservoir, pump station and over 5,000 feet of transmission line. The site is underlain by glacial soils and bedrock. Recommendations were provided for seismic considerations, reservoir and pump station foundations, trench dewatering and excavation including excavation in bedrock. Tolt Pipeline No. 2, Phase IV; King County, WA —Performed geotechnical investigation for a proposed 6A'/2-mile, 54 inch diameter pipeline extending from Woodinville to Lake Forest Park, Washington. Project involved recommendations relating to construction issues including the use of trenchless methods for stream and roadway crossings. Geotechnical Investigation and Construction Inspection, 228th Ave SE and Kent- Kangley Road Right -Turn Lane; Maple Valley, WA —Performed project management, geotechnical engineering, field exploration and inspection for construction of right -turn lane. The road widening required that cuts ranging from 5 to 17 feet high be made into a hillside with a back slope of about 1A'/2H:1V. Several factors constrained the design including limited closure percussion on Kent-Kangley road, high -voltage overhead power lines, cobbly soils that would not stand without sloping or shoring, and several homes located at the top of the hill, for which back yards could not be disturbed during construction. Through close collaboration with the City and design team, several wall options were evaluated based on their constructability, impact to neighbors and construction cost. Ultimately, a cantilevered soldier pile wall was designed and site conditions documented to facilitate soldier pile installation in difficult soils without any changed condition claims. TRIAD ASSOCIATES Bradley T. Freeman, PLS Survey Project Manager Brad Freeman has over 30 years of surveying experience in the Pacific Northwest, six of which included managing his own firm. He has expertise in boundary, topographic, GPS, utility mapping and ALTA/ACSM Land Title surveying. Brad has been with Triad Associates for 18 years and is an Associate of the firm. He is currently the Survey Project Manager for our work with Lake Washington School District, City of Kirkland, Snohomish County PUD No. 1, and RH2 Engineering. Brad is a member of the Land Surveyors Association of Washington and the National Society of Professional Surveyors. Professional Specialties Project Management Boundary and Topographic Surveying Public Land Survey System ' GPS Surveying Utility Route Surveys Project Experience Lake Washington School District Projects, Redmond, WA City of Kirkland Real Property Data Development, Kirkland, WA Asarco Remediation Project, Tacoma, WA Snohomish County Public Works, On -call Services Snohomish County PUD No. 1, On -call Services RH2 Engineering Misc. Projects, King and Snohomish Counties, WA City of Renton Downtown and Edmonds Avenue Sewer Extension Projects Beaver Crest Residential Development, King County, WA PCC Aerial Mapping Project, Black Diamond, WA Education AAS, Forestry Technology, Green River Community College, Auburn, WA Advance Cadastral Workshop — BLM / US Forest Service course ' Employment History Triad Associates - 18 years Industry Experience - 32 years Professional Registration and Affiliations Registered Professional Surveyor: WA, ID, MT and AK National Society of Professional Surveyors Land Surveyors Association of Washington KEYSTAFF MEMBERS JOHNBARKER, Principal Landscape Architect, is a registered Landscape Architect in Washington State. He is particularly well suited for Heather Downs Park because of his extensive work on neighborhood parks. John has over 25 years experience has worked with local jurisdictions and permitting agencies for approval of sensitive -area recreation, environmental education and wildlife and wetland enhancement projects. John's success as a designer, a project manager and mediator has resulted in a continuous and active relationship with several municipal parks departments, public works departments and private nonprofit organizations spanning ao years. As a project manager, John establishes positive working relation- ships with clients, sub -consultants and contractors, resulting in successfully com- pleted projects within schedule and budget constraints. PAGECRUTCHER, Landscape Architect, is a registered Landscape Architect in Washington and also has a piasters degree in Landscape Architecture W from the University of Washington and an undergraduate degree in geology She brings to the firm a background in sustainable design and an interest in environmen- /Y'� tal behavior. Her broad experience includes large landscape-kwel conservation w planning and design, neighborhood planning, and community -based design of parks, school campuses, play areas, and community gardens. Her work involves extensive research of a site's natural, cultural, and/or historic resources which is often incorpo- rated into the final design. She has extensive experience in facilitating comnuinity- based projects, and managing projects from beginning through final construction. ---� CAROLYNALCORN, Landscape Architect, holds a Bachelor's Degree in Landscape Architecture from the University of Washington. She assists wwith project management, design, and drafting on a variety of projects. She is our �- lead illustrator for all of our work. Carolyn has recently returned from studying in Italy and brings interesting and innovative design ideas and solutions to the office. ANGELIQUED_ -MITZ, Landscape Designer, holds a Bachelor's Degree in Landscape Architecture from the University of Washington. She assists (� with project management, design, and drafting on a variety of projects. She is very proficient at plant selection and AutoCad. MATTHEW V-I . `,.-Z, Graphic Designer & Artist, holds a Bachelors J of Arts and Science Degrees in Design/Art and Philosophy_ Atatthew brings to our !w/+ firm a strong background in presentational graphic design and ability to work in a diversity of mediums. He is well versed in a multitude of computer programs en- abling us to work creatively and seamlessly with a variety of design techniques and interface with other users. DEBORAHBARKER, Office Manager, holds a Bachelor's Degree from the University of Montana and with twenty years of office management experience, ensures that the office runs smoothly with timely accounting and bookkeeping skills. REFERENCES Michael Cogle, Capital Projects Manager Kirkland Parks & Recreation Department 123 Fifth Ave. Kirkland, WA 98033 Telephone: 20 6.828.1215 E-mail: mcogle@ci.kirkland.wa.us David K. Gebert, P.E., City Engineer City of Edmonds Development Services Department 121 Sth Avenue North Edmonds, WA 98020 Telephone: 425.771.0220 Fax: 425.771.0221 Roger Tucker, Architect Environmental Works 40215th Avenue E. Seattle, WA 98112 Telephone: 206.329.830o ext.14 r ^ E-Mail: rtucker@eworks.org v J Laurie Allison Wilson, Architect 415 E. Roy Street U Seattle, WA 98102 Telephone: 206.323.io 18 Fax:2o6.329-3590 E-Mail: akalaw222@msn.com WBarbara Maxwell, Chair ^% The Maple Leaf Community Garden Steering Committee �j 835 NE tooth Street WSeattle, WA 98115 Telephone: 2 o6.S24.1S02 E-Mail: tbmax@juno.com WDan DeWald, Director of Natural Resources Resource Management Bellevue Department of Parks & Community Services PO Box 90012 Bellevue, WA 98009-9012 Telephone: 425•452.6048 Cell Phone: 206.948.9727 Fax: 425.452.6047 E-Mail: ddewald@ci.bellevue.wa.us Pamela Kliment, Neighborhoods Parks Planner City of Seattle Parks & Recreation Department Boo Maynard Ave. S Seattle, WA 98134 Telephone: 20 6-684-7556 Fax: 206-233-3949 E-Mail: pamela.kliment@seattle.gov Pane Hines, Project Manager Delridge Neighborhood Development Association 5411 Delridge Way SW Seattle, WA Telephone: 206.923.0917 ext. 112 Fax: 206.923.0920 E-Mail: parieh@dndg.org