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Statement of Qualifications Kennydale Lakefront Sanitary Sewer Replacement Project Submitted to. - City of Renton Submittal Date: October 5, 1998 RUSS SNOW, P.E. - HCW-L HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. 4010 Stone Way N., Suite 300 CONSULTING ENGINEERS Seattle, WA 98103-8090 LAND SURVEYORS (206)632.2664 OFFICES IN SEATTLE, WENATCHEE, & CHELAN FAX (206) 632-0947 ROBERT BERGSTROM, KE HCW-L Richard Q. Gilmore, P.E. URS Greiner Woodward Clyde A Division of URS Corporation 1500 Century Square 1501 4th Avenue, Suite 1500 Seattle, WA 98101-1662 Tel. 206.343.7933 Fax'. 206 343.0513 HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. 4010 Stone Way N., Suite 300 CONSULTING ENGINEERS Seattle, WA 99103-8090 LAND SURVEYORS (206)632-2664 OFFICES IN SEATTLE, WENATCHEE, & CHELAN FAX (206) 632-0947 Hammond, Collier & Wade - Livingstone Associates, Inc. HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. CONSULTING ENGINEERS LARRY R. WADE, P.E. ' BRUCE LIVINGSTONE, P.E. FREDERICK G. KERN, P.E. ROBERT E. BERGSTROM. P.E. JORGE GARCIA, P.E. WILLIAM REYNOLDS, P.E. ERIK DAVIDO, P.E. TRACEY L. WENTZ, P.E. RUSS SNOW, P.E. ' KENNETH L. EDINGTON, P.L.S. DALE D. ERDAHL, P.L.S. JOHN M. TILLEY, P.L.S. HENRY H. BRADLEY. P.L.S., P.E. ROY EARL MORRISS, P.L.S. Mr. Dave Christensen Wastewater Utility Supervisor City of Renton Utility Systems Division Renton City Hall, 5th Floor 1055 S. Grady Way Renton, WA 98055 PROFESSIONAL SERVICES SINCE 1943 4010 STONE WAY NORTH, SUITE 300 SEATTLE, WASHINGTON 98103-8090 TELEPHONE: (206) 632.2664 1-800-562-7707 FAX (206) 632-0947 Re: Kennydale Lakefront Sanitary Sewer Replacement Project Dear Mr. Christensen: October 5, 1998 DEANNE M. REYNOLDS, P.E. DON PHELPS, P.E. LAWRENCE E. RIEGERT, P.E. LARRY M. CORDES, P.E. PETER J. WEBER, P.E. TOM HAGEMEN, MGR. MTL. TESTING Thank you for the opportunity to present our professional experience and qualifications in response to the City of Renton's request. The recent experiences we've had with your Public Works Department has made us knowledgeable about your City and it's needs. HCW-L's many years in the field of sanitary sewer engineering have created a team of seasoned design professionals very well suited for this project. We are pleased to have RickGilmore, P.E. with URS on our team as well as, Julia Walton of Arai/Jackson and Colie Hough -Beck of Hough Beck & Baird. Each brings specialized experience to the team, that this project may require. On the attached pages we have provided the following information at your request: ♦ Qualifications and Expertise ♦ Recent Project Experience ♦ References ♦ Team Qualifications • Project Understanding and Project Approach ♦ Resumes Our team is very excited about this project and performing services for the City of Renton. We are looking forward to your interview. Sincerely, HAMMOND, COLLIER & WADE - LIVINGSTONE A SOCIA C. 111� ru e Livingsto e, P.E. Table of Contents Firm Background, References & Client List Section 1 Project Understanding & Approach Section 2 Relevant Experience Section 3 - A variety of projects that touch upon possible Kennydale solutions Local Experience Section 4 - Projects done recently in Renton and Vicinity Team Organization & Resumes Section 5 Certificate of Insurance - Showing over $1,000,000 in coverage HCW-L Firm Background m Municipal/District Engineering Experience & References Since 1943, Hammond, Collier & Wade - Livingstone has specialized in serving municipal clients on a continuing basis. In fact, over 85% of our work is for government agencies. Our approach is to emphasize relationships with clients, not focus solely on individual projects. Each municipal client is assigned a project manager/senior engineer to meet the agency's needs over the long term. All of HCW-L's senior staff members, and most of our project managers, currently serve as consulting municipal City Engineer, or Water/Sewer District Engineer for HCW-L's municipal clients. They are familiar with the complete process of planning, funding, administering, and providing engineering design for capital improvement programs. All have experience with making public presentations to City/County/District meetings, citizen meetings, and public hearings. Examples of Municipal Clients ♦ City of Lake Forest Park - City Engineer for this densely populated suburb of Seattle since the City's inception in 1963. Reference: Doug Jacobson, City Administrator, 206-368-5440. ♦ City of Marysville - HCW-L has been City Engineer or designated Consulting Engineer for Marysville since 1952 and has recently provided utility planning for this rapidly growing city with a population of 20,000. Reference: Ken Winckler, Public Works Director, 360-651-5100. ♦ City of Brier - Consulting City Engineer since 1997 for this city in rural Snohomish County with a population of 6,000. Day-to-day services for this client include plat review and public works staff technical support for roads, sanitary sewers, and storm sewers. Reference: Dick Russel, Public Works Superintendent 425-775-5440. ♦ City of Duvall — Historically, HCW-L served as Duvall's City Engineer approximately 25 years ago. The firm continues to provide on -call plan review, water systems engineering, and comprehensive design standards. Reference: John Light, Public Works Superintendent, 425-788-5858. ♦ Covington Water District - Consulting Engineer since 1987 for the Maple Valley area of King County with a service population of approximately 30,000 persons. Reference: Judy Nelson, District Manager, 253-631-0565. HCW-L Work With Local Governments Hammond, Collier & Wade - Livingstone Associates, Inc. has, throughout its years of service, been oriented toward the public works sector and service to local governments. We are client, project, and municipally focused. Most HCW-L professional staff members have served as municipal city and utility district engineers. In these roles, all have dealt with City Councils, Boards of Commissioners, Public Works Directors, Managers, Utility Supervisors, clerks and attorneys. Presentations have been made at citizen meetings, public hearings, council meetings, and before various boards and commissions. Such presentations and communications are an essential aspect of our engineering. Repeat Client Satisfaction Our performance can be gauged by our repeat clients and the length of time we have continuously served them. Over 85% of our work volume is for government agencies, with many repeat clients. Some examples are: City of Marysville - 44 years City of Duvall - 25 years City of Langley - 30 years King County Water District No. 83 - 35 years City of Entiat - 17 years City of Lake Forest Park - 31 years Covington Water District - 10 years Rainier Vista Sewer District - 40 years Puget Sound Power & Light - 15 years Bryn Mawr-Lakeridge W&S District - 43 years Our Specialty Areas HCW-L has extensive experience in: Municipal Public Works Planning Preliminary Design Engineering Final Design Engineering Complete Construction Phase Services Comprehensive Surveying Services Municipal Grant and Loan Programs Permitting and Environmental Familiarity with Design Standards Each year we complete several projects funded partially by local, state and federal agencies. The projects are reviewed by these agencies for conformance with standards. As a result, we continuously update our knowledge of design standards, and municipal regulation. Condensed Client List Island County Bryn Mawr-Lakeridge Water & Sewer District City of Chelan Covington Water District City of Duvall City of Edmonds City of Entiat Lakehaven Utility District City of Soap Lake KCWD #83 KCWD k111 City of Kittatis City of Lake Forest Park City of Langley City of Leavenworth Town of Mansfield City of Marysville City of Monroe Points Roberts Water District N4 Port of Seattle Puget Sound Power & Light Rainier Vista Sewer District Val Vue Sewer District City of Renton State of Washington I HCW-L Project Understanding m m m m Project Understanding and Approach The Kennydale Lake Front Sanitary Sewer is an 8-inch diameter 7200 foot cast iron sewer pipe installed just offshore in Lake Washington that serves the residential lake front homes in Kennydale. Since its construction in the early 1970's, this sewer has had numerous operational problems generally caused by internal plugging and occasional external damage from boaters and contractors. The City Staff made several emergency repair efforts and installed several cleanout points in the 1980's but operation of the system is still unacceptable. Periodically the sewer line plugs up and raw, untreated sewage discharges directly to the Lake. The Kennydale Sanitary Sewer was designed by in-house City of Renton technical staff, and is similar to other submerged gravity sanitary sewer constructed along the Lake Washington shoreline. The Kennydale sewer was constructed to solve failing septic systems in many of the original shoreline homes. Individual homes are connected by gravity building side sewers out into the lake, and connect to the 8" cast iron sewer pipe at saddles. The sewer line slope / grade is quite flat. To move the waste water, the up stream Flush Station inducts lake water and pumps it from the up hill end, down the pipe to flush the solids down to the bottom end Lift Station. The Kennydale design differs in several key elements from the similar in -lake Bellevue (and Redmond) sewers that are still in service. Design problems are: Vertical Profile Sags This sanitary sewer is configured as a gravity flow sewer, and was installed at little or no slope, with some large sags in the pipe vertical profile that were intentionally designed in. The Kennydale Lake Shore sewer line had a critical design flaw that was constructed at the start, which entrapped waste water debris in the pipe line sag. Inadequate Flushing The key to satisfactory operation of most in -Lake sanitary sewer systems is to adequately flush the gravity lines periodically from the Flush Pump station at the system top end. The Kennydale sewer's vertical grade problems require higher than expected pipeline velocities in each pump system. While the Flush Station has the mechanical capability of injecting flush water into the sewer, several homes along the upper end of the system are too low, and at higher flushes, wastewater can backup in the homes. To avoid sewer backups, the flushing rates are reduced, resulting in inadequate main line sewer flushing conditions. Damage to Pipeline The existing 8-inch cast iron pipe is installed in a shallow trench in the lake bottom. The pipe was installed on a profile that generally follows the lake bottom profile. The main was installed in shallow water and is routed under several long piers. The pipe has the potential to be damaged by boat anchor, barge operators, and dock repair activities. Technical Alternatives The alternatives available to the City are summarized below: Keep existing Kennydale Sewer 1-A Add Intermediate Pump Stations to increase pipe line velocities 1-B Convert to Effluent Conveyance by adding septic tanks and effluent pumping equipment on each home sewer service 1-C Add Cleanouts, make spot improvements HCW-L Project Understanding and Approach Replace with New On -Shore System 2-A New Conventional Gravity Collection Sewer and Lift Station 2-B New Vacuum Sewer System 2-C New Effluent Pumping — Pressure Sewer Collection Piping 2-D New Grinder Pumping — Pressure Sewer Collection Piping Keep existing Kennydale Sewer - Discussion of Alternatives The Kennydale sewer facility could be modified while retaining the existing sewer pipe. Under the Alternative 1-A the existing sewer line would be modified by the addition of several intermediate pump stations. These intermediate pump stations would allow for higher flush water flows and velocities, thereby eli ninating solids deposition by increased pipeline velocities. Alternative 1-B would modify each home's sewer by adding in a septic tank to provide for partial anaerobic biological action, which reduces the solids in the individual home waste stream. By eliminating the solids in the wastewater flows in the existing 8-inch m-lake sewers, the existing pipeline can continue to operate without substantial modification. The new septic tanks would require periodic pumping, and if effluent pumps are required, these will need servicing. The third Alternative, 1-C would make some system alterations by adding several sewer cleanouts, by adding several grinder pumps on house services at the upper end of the sewer line (to permit higher flush velocities) and perhaps other spot improvements on the existing pipeline vertical alignment by raising the pipeline grade. These alternatives would rely upon the existing 8-inch sewer line in the lake and would avoid major construction in the upland access road. Replace with New On -Shore System - Discussion of Alternatives A wider range of options is available when a new On -Shore approach is considered. These alternatives are: 2-A New Conventional Gravity Collection Sewer and Lift Station - A new gravity sanitary sewer system in the alignment of the existing access road is possible but will involve major construction in the street. The new 8-inch sewer will be installed at normal slopes and will require dewatering, and possibly special foundation construction on piles and grade beams. This approach utilizes traditional construction techniques, and has a very long service life and reliability. 2-B New Vacuum Sewer System - A new vacuum sanitary sewer system would replace the existing City main sewer with a small diameter plastic main. Each home's building sewer would discharge to a small valve pit by the traditional gravity flow. At the valve pit, an automatic valve will draw the collected wastewater by vacuum through the vacuum collection pipe to the central vacuum pump station. Conventional sewer pumps then pump the collected wastewater to the Metro sewer trunk. Vacuum sewer collection piping can be installed in shallow trenches and avoid major disruption of the access road. 2-C New Effluent Pumping, Pressure Sewer Collection Piping - A new pressure, force main sanitary sewer system would replace the existing City main sewer with a small diameter plastic main. Each home's building sewer would discharge to an on -site septic tank by the traditional gravity flow. At the septic tank a small pump will discharge the tank effluent, to the main force main. The effluent from the septic tanks is partially biologically decomposed and few solids are discharged in to the force main, allowing small piping. Effluent force main sewer piping can be installed in shallow trenches and avoid major disruption of the access road. HCW-L Project Understanding and Approach ' 2-D New Grinder Pumping, Pressure Sewer Collection Piping - A new pressure, force main sanitary sewer system would replace the existing City main sewer with a small diameter plastic main. Each home's building sewer would discharge to a small grinder pump pit by the traditional gravity flow. At the grinder pump pit a small pump ' will discharge the chopped, wastewater effluent, to the main force main. The effluent from the grinder pumps is mechanically chopped and no large solids are discharged in to the force main, allowing small piping. Grinder force main sewer piping can be installed in shallow trenches and avoid major disruption of the access road. 1 Project Approach The proposed project has two major stages: Evaluation of Alternatives, and Implementation of the Selected Alternative. These alternatives range from traditional technology to the most cutting edge approaches. The selection ' process needs to consider both Public Works goals and community impacts. We propose an overall project approach that considers: ' 1. Construction Impacts 2. Operation Considerations r3. Life Cycle Costs ' 4. Reliability 5. Initial Construction Costs ' 6. Permitting and Environmental Impacts 7. Community Input ' 8. City Staff Input Technical Staff Input ' Operational Staff Input 9. Value Analysis of the Above Parameters as a Whole. I From these evaluation efforts, and community meetings, a preferred alternative can be presented to the community, and City Council will fairly weigh the project issues. ' After the selection stage, the design effort will be completed with involvement of the design team comprised of Civil Engineers, Professional Surveyors, Electrical Engineers, Landscape Architects, and Licensed Professional Architects. Management of the project team will be the responsibility of the Project Engineer who will utilize monthly meetings, reporting forms and monthly summary memorandum report to the City, presenting the program progress. HCW-L uses Microsoft MS Project to establish milestones, check program progress and insure program completion. ' Use Of subconsultants In the following pages we have indicated the possible use of subconsultants. This would be determined at a later date and would depend upon which alternative is used. Possible subconsultants are: Arai/Jackson - Architects and Planners - Public Involvement ' Hough Beck & Baird - Landscape Architecture Richard Gilmore, P.E. - Expertise in Vacuum Sewers ' Each firm has been contacted and is available to do the work, if needed. Resumes are enclosed. HCW-L Relevant Experience Relevant Experience in Areas of Possible Alternatives ' City of Bellevue Sanitary Sewer Lakeline Improvements 1998 Provide design engineering services including design development, ' easements, permitting and construction support services for installation of two new manhole access facilities which allow for increased access to the City's 8-inch diameter, low head sanitary sewer lakeline. The new ' access manholes and piping connections constructed just upland from the lakeline will provide for improved maintenance and operation by allowing access to both upstream and downstream portions of the line. ' Construction of the new facilities, located adjacent to Lake Washington, required the use of coffer dams and construction mitigation. Easements and numerous permits were necessary including: Corps of Engineers, Department of Ecology, Department of Fish and ' Wildlife, WSDOT, and Shoreline Substantial Development permits from the Cities of Medina and Bellevue. Contact: Regan Sidie, 425-452-6857 ' Project Team: Bruce Livingstone, P.E., Russ Snow, P.E. City of Bellevue Existing Flush Station Relocation ' 1998 Provide design engineering services including plans, specifications, and estimates for the relocation of a City of Bellevue existing sanitary sewer lakeline flush station. Work and responsibilities entail design ' development, new routing of buried power service, easements and permits to allow for the relocating of an existing facility that was prone to damage and safety concerns due to steep hillside subsidence The ' City's flush station provides for daily flushing of two separate low head sanitary sewer lakelines totaling approximately 6,600 LF, located along the shore of Lake Washington, in Medina. ' Contact: Regan Sidle, 425-452-6857 Project Team: Russ Snow, P.E. ' City of Ocean Shores Vacuum Sewers Phase I 1998 The City of Ocean Shores is located on a peninsula that has a fresh water lake running nearly its entire length. Increased growth in recent ' years has had a detrimental effect on the inland waters. The leakage of sewage from septic tanks and drainfields has encouraged the growth of algae and other undesirable plants. The solution to the pollution was ' the installation of a sanitary sewer. Conventional sewers were too expensive because of the flat terrain and high ground water. The City started review of alternative systems. It was determined that Vacuum ' sewers were most suited for their city. This project involved the design and preparation of plans and ' specifications for 40 miles of 10-inch to 4-inch vacuum sewer pipe, and three Vacuum Pump Stations located within existing residential subdivisions. In conjunction with this project is the design of approximately five miles of 18-inch to 10-inch Sewer Force Main with ' two bridge crossings located within the right-of-way of the primary arterial road which runs the length of the City. Contact: Paul Richart, 360-289-2254 ' Project Team: Richard Gilmore, P.E. I HCW-L Relevant Experience in Areas of Possible Alternatives City of Langley Sanitary Sewer Comprehensive Plan 1998 The 1998 Sanitary Sewer Comprehensive Plan will serve as a guide for the development of an adequate Sanitary Sewer Plan up to the year 2018 (20 year horizon). This project involved the investigation of Septic Tank Effluent Pumping as well as researching other options. The report serves as an element of the City's comprehensive land use planning effort and is consistent with the requirements of the 1990 WA State GMA. The objectives of the report include preparing a master plan for the year 2018 trunkage and collection sewer service requirements and develop a prioritized capital improvements program to meet those needs. Langley's existing sewer system encompasses approximately 150 acres and serves 1,100 residents. Population is estimated to increase at a rate of 4% per year. Particular areas of concern are an analysis of the infiltration/inflow into the system. Contact: Jack Lynch, 360-321-4246 Project Team: Bruce Livingstone, P.E. City of Renton Cedar River Boat House, Grinder Pump Station 1997 This project involved conversion of a Boeing pier and maintenance facility on Lake Washington to a City Parks Department boat house. The project included new ADA accessible restrooms and a special high head grinder pump station and force main all supported on the pier pile structure. The pump station discharges to the Metro Bryn Mawr interceptor sewer which is subject to periodic surcharged condition, this requires a special high head pump. Contact: Dave Standaart, 425-235-2517 Project Team: Bob Bergstrom, P.E. City of Renton Sewer Replacement Project - N. Central Area 1996 This project replaced all the existing sanitary sewer collection and interceptor piping in the Old North Central Renton neighborhood. The project included 9,500 LF of new 8-inch PVC sanitary sewers, 750 LF of new 24-inch PVC sanitary sewers, 2,280 LF of new sewer lining in an existing 24-inch sewer line. The majority of the existing main replacements were constructed in very narrow 10 foot side alleys. Other specialty construction included large sewer pipe lining, and 1,600 linear feet of concrete panel street replacement. Contact: John Hobson, 425-235-2631 Project Team: Bob Bergstrom, P.E., Bruce Livingstone, P.E. Town of Mansfield Sewer Main Replacement Town -wide 1995 Initially retained to design the replacement of 10,500 LF of the Town's sanitary sewer mains, HCW-L's solution was to suggest and subsequently specify the use of "pipebursting" (trenchless replacement) as the construction method. This solution saved the Town enough funds to have their entire sanitary sewer collection system replaced (over 18,000 LF). HCW-L's scope of work included preparing funding applications to the CDBG and FMHA agencies, preparing capital facility plans, technical reports, an O&M manual; and preparation of plans and specifications for replacement. Contact: Nancy Hansen, 509-683-1112 Project Team: Bruce Livingstone, P.E. HCW-L 1 J 1 LI I� r 1 IJ� SEATTLE Daily JournaUiofVommerce Thursday, June 20, 1996 PubWl d DailyEaaspc Sunday, O 1996 Sunm We Daily Journal of Caerce. Second Class Postage paid as Seaulc• K'asn,nt,on 9110s.148= Pnce Sl_' . `Breakthrough' technology used to replace sewer pipes City saves 20 percept BY CLAIR ENLOW A/E editor All around the country, miles and miles of concrete sewer pipe are nearing the end of a life span — even as many municipal budgets are in critical condition. Conven- tional construction techniques for replacing sewer pipe involve costly trench digging and street cutting. The town of Mansfield, Wash- ington last year decided to try something new. The engineering firm of Hammond, Collier & Wade -Livingstone Associates, which has an office in nearby Chelan, introduced them to a new, "trenchless" sewer replacement technology called pipe bursting. The technology has been used in Europe's gas industry for over a decade, but has been slow to gain acceptance for use in sanitary sew- ers. Although still in the developing stage, the new construction technol- ogy promised to deliver savings in time, inconvenience and money. Mansfield took a chance, and joined a growing list of satisfied owners of sewer systems renovated by boring through, breaking and replacing old pipes — all in one operation. The Mansfield system was a per- fect candidate for this innovative form of sewer surgery. The old pipe, which dated from 1952, was already crumbling anyway, accord- ing to a video survey conducted in advance of the project. About half of the lines followed alley ways, which lend themselves especially well to pipe -bursting technologies, and there were a minimum of side services, or smaller connections with the main lines. The city let bid requests to replace 13,000 feet of its lines — about 70 percent of the town's to- tal. Of the seven responses, one — from Pape & Sons of Seattle — in- cluded pipe -bursting in the pack- age. It came in at $210,000 less than the average open -cut bid, for a savings of about 20 percent. The low bid allowed the town to increase the scale of the project to a total of 18,000 feet of line. At that point, it became the largest sewer replacement project to use pipe bursting in North America. The expanded project was suc- cessfully completed for $75,000 less than the original budget of $847,500. Pape & Sons used a patented pneumatic hammer system to burst the pipe in runs of up to 500 feet, typically from manhole to manhole. In general, there was no net loss of interior pipe diameter as 8-inch, flexible high -density polyethylene pipe was pulled in behind the burster before the broken shell of the old pipe settled around it. Both engineer and contractor are now further along the learning curve for pipe -bursting technology. "It's a matter of finding out how to make it better," said Eric Smith of Hammond, Collier & Wade -Liv- ingston, who acted as construction manager for the engineer. At Mansfield, the contractor and con- struction manager found out that the internal parts of the pipe -burst- ing system were subject to a lot of wear. "Now we know the weak parts of the system," said Smith. Smith would now add one more item to the list of conditions that make pipe -bursting especially cost effective: sloping lines. One of the challenges of pipe -bursting con- struction is the accumulation of matter in the sags of a predomi- nantly level sewer such as the town of Mansfield's. Local Experience Local Project Experience - City of Renton City of Renton Well #3 Replacement 1998 This project consisted of the design for a 1500 gpm well, building, and treatment facility. The scope of services included contract documents, permitting, design of a 500 square foot CMU building, as well as piping, electrical and landscaping for a 1/2 acre lot. Construction phase services include construction management. Contact: Lys Hornsby, 425-430-7239 Project Team: Bill Reynolds, P.E., Bruce Livingstone, P.E. Grant Construction Construction Survey for Water Main Replacement, Kennydale Hill 1997 As a consultant to the contractor, HCW-L surveyors provided construction baselines, field book for construction staking, and as -built locations and certified as -built red -line drawings for 5,700 LF of water main replacement for the City of Renton at Kennydale. Contact: Richard Grant, 206-391-5488 Project Team: Dale Erdahl, P.L.S. Bryn Mawr Lakeridge Water & Sewer Upsizing, Renton Airport Perimeter Road Sewer District 1997 The sewer main upsizing involved 1,030 lineal feet of 8-inch sewer main to 10-inch and 12-inch of new pipe using a trenchless technology pipe bursting method. The location is adjacent to the Renton airport west perimeter road and Lake Washington. The pipe was upsized to accommodate sewer extension and reduce current overload. The area served includes a major new apartment complex, three other major apartment retirement complexes, a mobile home park, and a Boeing building. Contact: Cheryl Scheuerman, 206-772-1580 Project Team: Fred Kern, P.E. City of Renton Topographic Survey at Park Drive and I-405 1995 This project involved providing a topographic survey along 500 feet of a sanitary sewer main. The purpose of the project was to determine the relationship of the existing sewer line to proposed revisions to interstate 405 in the vicinity of the North Renton interchange, and to redesign the sanitary sewer if necessary. Contact: Dave Christensen, 425-277-6212 Project Team: Earl Morriss, P.L.S. City of Renton Water Main Relocation at May Creek 1995 The impetus for this project was the widening of an I-405 bridge over May Creek, a sizeable salmon stream, in Renton. The new bridge abutments interfered with the existing main, requiring relocation of the shore segment of 12-inch water main. HCW-L's scope of work included a land survey of May Creek, with design, plans, specifications and estimate, for 500' of new 12-inch and 8-inch water main, and complex thrust restraint. All done in coordination with WSDOT's widening of 1-405. The project was wrapped into the WSDOT freeway widening project and constructed under the State contract. Contact: Lys Hornsby, 425-430-7239 Project Team: Bob Bergstrom, P.E., Ken Edington, P.L.S. HCW-L Local Project Experience - City of Renton City of Renton Maplewood Water As -built Information 1995 HCW-L's team provided as -built information for the development of drawings that had been lost. City of Renton project number WTR 27- 2133. Contact: Lys Hornsby, 425-430-7239 Project Team: Dale Erdahl, P.L.S., Earl Morriss, P.L.S. City of Renton Cedar River Boat House Sewer Design 1994 Scope of work included the design of a new small package sewer pump for the City Parks Department boat house. Project is located near the Cedar River Trail. Contact: John Hobson, 425-235-2631 Project Team: Bob Bergstrom, P.E. Grant Construction Maplewood Transmission Mains Construction Staking 1994 Scope of work was to provide construction staking (including grades) for the placement of multiple transmission mains. Among these were electrical and chemical lines that lead from a pumping station at Maplewood Golf Course into the existing systems. Portions of the alignment were along underground gas transmission mains and power transmission lines. As -built drawings were also provided. Contact: Richard Grant, 206-391-5488 Project Team: Dale Erdahl, P.L.S., Ken Edington, P.L.S. City of Renton Sewer Lift Station 1993 The purpose of this project was to eliminate the Highgate pump station. The project has not been built due to right-of-way acquisition problems. Contact: John Hobson, 425-235-2631 Regan Sidle, 425-452-6857 Project Team: Bob Bergstrom, P.E., Bill Reynolds, P.E. City of Renton Sierra Heights Water Main Replacement 1993 HCW-L provided engineering design of a water main. Old welded steel and asbestos cement water mains were replaced in conjunction with a sanitary sewer project. Contact: Lys Hornsby, 425-430-7239 Project Team: Bob Bergstrom, P.E., Bill Reynolds, P.E., Dale Erdahl, P.L.S. Grant Construction Renton Sierra Heights Construction Staking & As-builts 1993 This project consisted of construction staking for ± 4,600 LF of water main replacement pipe. Construction baselines were staked for the contractor and an as -built survey was conducted after the installation. Survey drawings were then delivered to the City of Renton. Contact: Richard Grant, 206-391-5488 Project Team: Dale Erdahl, P.L.S. HCW-L Team Organization ARAI/JACKSON Julia Walton. Public Involvement Project Team Organization Sewer Replacement Design City of Renton Dave Christensen Wastewater Utility Supervisor HCW-L SEATTLE Bruce Livingstone, P.E. Principal Engineer HCW-L SEATTLE Bob Bergstrom, P.E. Project Manager HCW-L SEATTLE Russ Snow, P.E. Project Engineer HOUGH BECK & BAIRD Colie Hough -Beck. Landscape Architecture City of Renton URS GREINER Richard Gilmore, P.E. Expertise in Vacuum Sewers i GV HCW-L 1 Bruce Livingstone, P.E. PRINCIPAL -IN -CHARGE ' Mr. Livingstone has been associated with the firm for • B.S., Civil Engineering, over 30 years. He has specialized in project University of Washington ' management, planning, design and construction of . Registered Professional Engineer, municipal and commercial civil projects, with a Civil, WA. particular emphasis on utility engineering. Bruce was . Engineer Officer, Basic and designated city engineer for the cities of North Bend, Advanced Courses, Fort Belvoir, t Duvall, Langley, and Brewster with broad public VA. works responsibilities for the development of codes, standards, 6-year street plans, budgeting, platting • Environmental Law, University t regulations, and operation and maintenance of Washington programs. He has been the project manager for a • Past President, 1988-89, wide variety of commercial projects and individual Consulting Engineers Council of ' municipal projects ranging in size from small to WA. multi -million dollar projects. PROJECT EXPERIENCE ' Sanitary Sewerage Projects • In the early 1970's Bruce was a team engineer for the City of Redmond Viewpoint area sanitary sewer ' project. The project involved over 8,000 LF of gravity lakefront sewer; 12,000 LF of upland sewer, 4,000 LF of force main and 6 lift stations. Easements, property restoration and the design of the "sawtooth" concept were significant design issues. This project provided significant relevant experience. The Livingstone Associates teamed with Hammond, Collier, and Wade for the survey portion of the work. ' • City of North Bend Sewage Treatment Plant: The system consists of a 0.4 MGD oxidation ditch type secondary treatment ditch readily expandable to 0.8 MGD. The former primary treatment plant building was extensively remodeled, rehabilitated, and expanded to provide a cost-effective design ' utilizing existing concrete components. • City of Langley: Study and preliminary design to upgrade the sewage treatment plant. • On -Site Waste Water Disposal Systems: Bruce has engineered numerous commercial, school, and "difficult" on -site waste water disposal systems as a special area of interest. He has attended numerous ' continuing education state-of-the-art courses and provides expert consultation services to a variety of clients. ' Comprehensive Utility Plans • Town of Entiat Comprehensive Sewer Plan and Design of Improvements: This project involved the ' planning and design of a 3.7 million dollar sewer system and sewage treatment facility from beginning to start of phase one construction in a 90-day period. Environmental, EPA, DOE, Highway Department and Railroad undercrossing approvals and permits were obtained to allow construction to begin on time for this Economic Development Administration funded project. Ultimately, four pump stations, 10,000 linear feet of sewer pipe, and a 200,000 GPD secondary treatment plant were constructed. • Covington Water District Comprehensive Water System Plan. This plan covers a 55-square mile service area in southeast King County with a current population of approximately 30,000. The service area projected population is expected to double over the next 40 years. The average annual capital improvement budget is approximately 2.5 million dollars. • City of Redmond Comprehensive Water System Plan: This plan encompasses a 24-square mile service area with a population of approximately 20,000 in one of the fastest growing regions of the state. Bruce has been the project manager for the engineering and design of wells, transmission mains, reservoirs, and pumping facilities planned for the system. ' Snoqualmie Basin Comprehensive Water Facilities Study: This study of the upper and lower Snoqualmie Basin involved an analysis of needs for the major population centers (Duvall, Carnation, Fall City, Snoqualmie and North Bend plus Skykomish) and numerous Class Three and Four systems. The report provided an extensive review and analysis of county, state and federal rules, regulations and ' guidelines pertaining to rural and urban system development. I HCW-L Robert E. Bergstrom, P.E. PROJECT MANAGER Mr. Bergstrom joined the firm in 1990, and was previously employed by HCWL from 1977 through 1981. He has a wide range of experience in municipal engineering including serving as City Engineer for the City of Renton from 1981 - 1988. As City Engineer, he supervised all public works development, engineering and construction for a 45 person department including water, sanitary sewer, storm drainage, roads and traffic divisions. Since re -joining HCW-L, he serves as Project Manager/Senior Engineer. PROJECT EXPERIENCE • B.S.C.E., University of Washington, 1973 • Registered Professional Engineer, Civil, Washington, 1978 • Renton City Engineer, 1981 -1988 • Washington State Department of Health (WSDOH) certified Water Distribution Manager 2 • WSDOH certified Water Treatment Plant Operator -in -Training Waste Water Treatment • Panasonic Wastewater Treatment Plant Site Civil Engineering for US Filter - Provide site civil engineering for the development of this wastewater treatment plant. Project elements include survey, grading paving, storm drainage and concrete floor design. • METRO West Point STP, plant air and water system design and construction, Seattle, WA • North Tacoma STP, site and large piping system design, Tacoma, WA • LOTT - life cycle cost analysis of Nutrient Removal Process, Olympia, WA Sanitary Sewer • Sewer Replacement Project N. Central Area for City of Renton - Project Manager: This project replaced all the ' existing sanitary sewer collection and interceptor piping in the Old North Central Renton neighborhood. The project included 9,500 LF of new 8-inch PVC sanitary sewers, 750 LF of new 24-inch PVC sanitary sewers, 2,280 LF of new sewer lining in a existing 24-inch sewer line. • Boat House Sewer Design Cedar River Trail for City of Renton - Project Manager for design of a new sewer construction for City Park Department boat house. • Renton CBD Sanitary Sewer Replacement - Phases 1, 2, and 3, Renton, WA. • Honey Creek Interceptor Sanitary Sewer, City of Renton, WA. • North Shore Condo Sewage Pump Station, Chelan, WA. • City of Issaquah, WA, Project Engineer for sewer system flow monitoring, manhole and inflow condition survey, smoke testing, TV inspection, and sewer line grouting for infiltration and inflow reduction. • City of North Bend, WA, Project Engineer for sewer system flow monitoring, manhole and inflow condition survey, smoke testing, and TV inspection. • City of Marysville, WA, Project Engineer for sewer system manhole and inflow condition survey, smoke testing, and WWTP flow analysis. • City of Renton, WA, Project Manager for Glenco District sewer system flow monitoring, manhole and inflow condition survey, smoke testing, TV inspection, inline and grouting. Environmental Environmental Review Committee for City of Renton. Provided technical support on SEPA review for all public and private projects in the City. SEPA Document Preparation for City of Renton. Prepared all SEPA documents for all City Public Works Projects. HCW-L 1 Russell W. Snow II, P.E. ' PROJECT ENGINEER ' Mr. Snow has over 20 years of experience in the • B.S., Environmental Engineering, Michigan development and implementation of civil engineering State University, 1975 designs for utilities, roadways, site improvements and . Registered Professional Engineer, Civil, WA, ' facility infrastructure upgrades. Prior to joining 1980 HCW-L in 1998, he was Senior Engineer/Project • Member, American Public Works Associates Manager for Fujiki Associates of Edmonds, WA; Richard Carothers and Associates, Ltd. of Seattle and ' Hedges and Roth Engineers, Inc. of Kirkland. Mr. Snow has served as Project Manager for many public sector clients including King County Metro, Seattle Public Utilities, City of Bellevue Utilities Department, Washington State GSA, Soos Creek Water and Sewer District, and Woodinville Water District. ' PROJECT EXPERIENCE Sanitary Sewer Comprehensive Planning ' • City of Snohomish, WA 1995 General Sewer Plan - Principal author and Design Engineer of this comprehensive sewer improvement and planning document for the City and its designated Urban Growth Area (UGA). • City of Snohomish 1991 Cemetery Creek/North Blackman's Lake Sewer Facility Report: Principal author and Design Engineer for this technical design and planning report providing direction and methods of financing for future gravity interceptors, lift stations, forcemains, and local collector facility improvements for a 1600 acre service area located westerly and northerly of the City's boundaries Sanitary Sewer Design • City of Bellevue Utilities Department, Lakeline and Flush Station No. 3 Improvements - Senior Design Engineer/Project Manager responsible for pre -design reports, cost analysis, coordination and negotiations with private property owners for developing improved maintenance access at several different locations along the City's 8-inch diameter sanitary sewer lakeline as well as upgrades and ' modifications to their underground flushing pump station, all situated on Lake Washington waterfront areas. Responsible for obtaining numerous permits including Corps of Engineers, Dept. of Ecology, Washington State Dept. of Transportation, Dept. of Fish and Wildlife, and Substantial ' Development Permits with King County, Cities of Medina and Bellevue. • City of Bellevue Utilities Department, Grange Pump Station Relocation Project: Senior Design Engineer/Project Manager for the new pump station located adjacent to Meydenbauer Bay which ' replaced an older outdated pump station. The design included on -site emergency power generation with a water cooled heat exchanger. All the new facilities were constructed entirely below grade allowing the site to be developed into a waterfront park. • King County Department of Metropolitan Services (METRO) - Senior Design Engineer ' responsible for the design and specifications on the Alki Pipelines and Associated Structures, Alki Transer/CSO Project, which entailed the installation of 420 LF of 72" and 100 LF of 48" diameter reinforced concrete pipelines along with 1200 LF each of 32" HDPE pipe for foul air duct, 12" glass ' lined restrained joint ductile iron pipe and twin 3" double contained chemical lines all situated in heavily utilized City of Seattle street corridors and waterfront right-of-ways. • Soos Creek Water/Sewer District - Project Engineer for Design and Contract Administration. ' Covington Phase I - 300 GPM pumping station, 2000 LF 6" forcemain replacement across SR 18. • White River School District, Buckley, WA - Project Engineer for Design and Contract Administration. Submersible duplex pumping station, 10,600 LF 4" and 6" forcemain along SR 410. ' • Covington Square Phase III - Project Engineer for Design and Contract Administration. 500 GPM pumping station, 5,600 LF 8" forcemain, 1000LF 18" gravity sewer main in Covington, WA. HCW-L Richard Q. Gilmore, PE Senior Civil Engineer Years of Experience 23 Expertise Mr. Gilmore has over 23 years of experience in water and wastewater system design including 10 years of experience with a Municipal Water and Sewer District. His work experience includes utility system evaluations, planning, water and sewer pipeline design, sewage pump station rehabilitation design, water and sewer facility mechanical design, construction management and construction administration for water and sewer projects. Education M.S, Civil Engineering, University of Washington, 1975 B.S., Civil Engineering, University of Washington, 1972 Registration Professional Engineer, Washington, No. 17875, 1979 Affiliations American Society of Civil Engineers, Past President Seattle Section Key Projects Ocean Shores Vacuum Sewers Phase I, Ocean Shores, WA As the project manager Rick was responsible for the design and preparation of plans and specifications for 40 miles of 10" to 4" vacuum sewer pipe, three Vacuum Pump Stations located within existing residential subdivisions. In conjunction with this project we are designing approximately five miles of 18" to 10" Sewer Force Main with two bridge crossings located within the right-of-way of the primary arterial road which runs the length of the City. The is presently underway to meet our fast -track effort schedule which has been dictated by a City wide LID. The construction is scheduled to begin 6-months after we began our design work. It will include six separate construction projects that involve preparing approximately 190 plan and profile sheets and 40 pump station drawings. The entire project will be divided into six separate Construction Projects that will be awarded within 6-months from our beginning of design work. Sewer System Evaluation Surveys, Five Southwest Washington Cities As Field Engineer for investigation of existing sewer systems to determine the performance and reliability using "key manhole" designations selected to best represent the sub -basins in each city. The studies included physical inventory, flow monitoring analysis, smoke testing, and internal pipe run video taping. The studies were used in developing Comprehensive Sewer Plan Capital Improvement Programs. Municipality of Metropolitan Seattle,Metro, Alki Basin Served as Project Engineer for evaluation of three pump station conveying basin flow to the Alki Primary Treatment Plant. The pump stations were over loaded and forced to bypass incoming flow during major storm events. The State Regulatory Agency directed Metro to limit overflows to the annual storm events. The project required analysis of pump run records and overflow event monitors to determine the design capacity required to convey storm flow events to satisfy the state. Recommendations were made for improvements to stations access, ventilation, electrical systems and grating along with upgrade of pump and forcemain facilities. URS&Wner RESUMES ■ Julia Walton, AICP Planning Director, Arai/Jackson ' Education Master of Architecture, University of Washington - 1989 Bachelor of Arts, Comprehensive Planning and Design, Southern Illinois University, 1979 ' "Citizen Participation" Intensive Course, Hans Bleiker, 1992 "Neo-traditional Town Planning" Training Course, American Planning Association, 1991 Professional Registrations and Appointments ' American Institute of Certified Planners / Washington / 1994 City of Seattle City Council Appointee to the Seattle Pedestrian Advisory Board/1996-1998 ' Publications and Addresses • Speaker, Washington -British Columbia APA Conference, "Public Works as Public Art", 1997 • "Urban Environmental History, Making it Visible in Olympia, Washington", Environmental Planning Quarterly, 1992 • Speaker, National American Planning Association Conference, 1993 • Speaker, Planning Association of Washington Conference, 1993 • Speaker, Washington State American Planning ' Association Conference, 1992 • Speaker, International Coastal Zone Conference, 1991 • Speaker, 11th Annual Pedestrian Conference, 1991 ' Ms. Walton brings over 15 years of professional planning and urban design experience to the team, with an emphasis in linking land use and transportation through urban design. ulia specializes in street and corridor design as it relates to transit, neighborhoods, and the wilt environment. Her experience ranges from physical design to the policy level, and includes ' corridor redevelopment, station area planning, and neighborhood and downtown revitalization. Her background in both planning and architectural design enables her to fully understand and communicate how land use policies and regulations translate into the built environment and, conversely, how to use successful physical designs as a template for public ' policy. Julia is an experienced project manager who has worked extensively with elected officials, neighborhood associations, advisory boards, and public involvement often concerning divisive issues and groups. ' Relevant Projects • Aurora Corridor Sub -Area Plan, City of Shoreline • Auburn Downtown Plan, Auburn, Washington • Evolution of a Corridor (from auto -oriented to residential mixed use street) ' • Olympia Urban Design Vision and Strategy • Olympia Downtown Zoning/Pedestrian Streets Overlay District Project • Olympia Street Standards • Urban Trails Plan, Olympia/Lacey/Tumwater ' • East Sumner Neighborhood Plan • Tukwila Urban Centers Analysis • Station Area Planning, Commuter and Light Rail Stations, RTA ' • Greater Duwamish Manufacturing and Industrial Center Plan, Seattle, Washington • Seattle Commons EIS, Aesthetics/View/Community Character Analysis • Urban Village Illustrative Design, Olympia/Thurston County Joint Plan ' • Mixed Use Neighborhood Design Charrette • North Duwamish Neighborhood Plan, Phase 1 • University District Neighborhood Plan, Phase I History Colie Hough -Beck, ASLA and Fred Beck, ASLA combined over thirty-seven years of landscape architectural and land use planning experience to form Hough Beck & Baird Inc. in 1991. Since its inception, Hough Beck & Baird has been providing landscape architectural, urban design and land use planning services to private corporations, governmental agencies and A&E firms throughout the Pacific Northwest. Services Hough Beck & Baird's practice focuses on landscape architecture and land use planning. Our landscape architectural services include: site planning, project design, construction documents, cost estimating and construction administration. Our planning services include: zoning and ordinance compliance, permit management, production of non - motorized comprehensive plans, public participation programs, site feasibility studies and design guidelines. Areas of Expertise Hough Beck & Baird provides the following expertise in the areas of Landscape Architecture and Planning: Parks, Trails & Greenbelts Community Design Guidelines Streetscapes, Roadways & Bridges Stream & Wetland Enhancement Utility & Public Works Facilities Retail & Shopping Centers Office Buildings & Business Parks Campus & Educational Facilities Grant & Funding Assistance Planning & Design Awards Criminal Justice Facilities Permit Processing & Management Planning & Land Use Studies Visual Assessments Historic & Landscape Restoration Resort & Hospitality Facilities Governmental & Civic Facilities Single & Multi -family Housing Port Marinas & Airports We approach every project with a strong commitment to high quality planning and design standards. During the past sixteen years we have received fourteen planning and design awards, as well as, we have placed first in two design competitions. Computer Applications Our office is equipped with PC Compatible Workstations for the production of AutoCAD documents. Hough Beck & Baird is also equipped with scanning, desktop publishing, cost estimating and accounting software to assist staff members with project development. WBE/DBE Certification Hough Beck & Baird Inc. is currently certified WBE and DBE with the State of Washington and the State of Alaska. A&E Professional Liability Insurance Hough Beck & Baird carries $1,000,000.00 of professional liability insurance and $1,000,000.00 of general comprehensive liability insurance. Office Profile Hough Beck & Baird Inc. LANDSCAPE ARCHITECTURE PLANNING URBAN DESIGN ACORDTM CERTIF[CATE OF LABILITY �NSUR/aNGE �SR DATEIMM/DD/YY) PRODUCER HAMCO-:1 07/16 /98 THIS CERTIjE IS ISSUED AS A MATTER OF INFORMATION Hurley, Atkins & Stewart, Inc. IGHTS UPON THE CERTIFICATE ONLY AND ERS NO REND 1800 Ninth Ave., #1500 THIS CERTIFICATE DOES 0 OR DLICIES Seattle WA 98101 FORDED BLDER. ALTER THERAGE AFEND � THE OIII BE OW. MPANIES AFFORDING COVERAGEKaryn Sllverii COMPANYPlwneNo. 206-682-5656 Fax No. INSURED A ican Economy Insurance Co COMPANY B Associated Int'1 Insurance Co Hammond Collier & Wade ------------- COMPANY Livingstone Assoc Inc C 4010 Stone Way N., Suite 300 Seattle WA 98103-8090 COMPANY D COVERAGES i THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW ' HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TOWHICHTHIS AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. T TYPE OF INSURANCE LTA POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE (MM/DD/YYI DATE IMM/DD/YYI LIMITS GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY 02CCO529092 GENERAL AGGREGATE I S 2, 000,.000 07/15/98 07/15/99 PRODUCTS-COMP/OPAGG ' CLAIMS MADE a OCCUR 4 2, QQQ, QQQ OWNER'S& CONTRACTOR'S PROT PERSONAL & ADV INJURY 9 1, OOO, OOO X WA Stop Gap EACH OCCURRENCE S 1, OOO , OOO FIRE DAMAGE (Any one fire) S 50,000 LIABILITY , MED EXP (Any one Person) $ 51000 COMBINED SINGLE LIMIT $ UTOS UTOS BODILY INJURY I $ ENON-OWNEDAUTOS (Per person) UTOS BODILY INJURY S (Per accident) PROPERTY DAMAGE $ RAGE LIABILITY ANY AUTO EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR/ INCL PARTNERS/D(ECUTIVE OFFICERS ARE: EXCL B Professional I Liability _B: AEP450617D 07/15/981 07/15/99 AUTO ONLY - EA ACCIDENT S OTHER THAN AUTO ONLY: EACH ACCIDENT S AGGREGATE S EACH OCCURRENCE S AGGREGATE IS S EL EACH ACCIDENT 19 EL DISEASE -�UMIETEL DISEASE - 11000,000 per claim & in the aggregate ity of Renton Replacement of Well PW-3. ity, its officials, agents, employees and volunteers are additional ds on the General Liability, but only as respects work performed by amed insured. As respects, General Liability, a Waiver of subrogation es and the insurance is primary. -- -ATE HOLDER CANCELLATION:.. I RENCI -1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL 4 5 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, City Of Renton Attn: John D. Wilson 200 Mill Ave So AUTHORIZEDREPRESENTATI Renton WA 98055 ACORD:25-S:(:t795P . Karyn Silveri' a�CACORD 4 ( ., 4 J'� r. " , f s f { ! ,t I iiF 1rI t � ° I I. ){, ;I ,. 4r, f' .I i! S ri < ) �" 4 ; , i ,,a 'Ci ni ° f i � �.. i 9 %� 1 r �� � J 1 ( � J h , ice r J I - ,y- , ' a � . � � � J i � I I �. 2' r� , ! ( �4,E7 r ,; ,, , r , r I r., , I l.1 ` ) 1 7 ' „Fd i ' � - > ( I'' y�, c (� (1 r� ( o , 1 r f, i v .o I (? I I ,) i C (� , I 5� (, , I i [,.. i i f ; r ! 1 � 'I �`) I - ) �,. ( 1 { ( 11, !, i , I ( r. r . r ) �..� �.� y, (. , a j'.) , l \i N r'( r t, t 1, , 1 ( - r 1 ,., j S 1 I ,.;f 4 �I i �(, S i 7 f- i'{ F1 �'..° I 1 i b . 1� �,. 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L Statement of Qualifications for: The City Of Renton Kennydale Lakefront Sanitary Sewer Replacement Project RH2 Engineering October 1998 PROFILE m Firm Profile RH2 Engineering, Inc RH2 Engineering is a muftkdisciplinary firm, working primarily for municipal clients to whom we offer the following range of services • Sewer lift station design • Sewer system infiltration and inflow (1/1) studies and analysis • Sewer and water pipeline design • Sewer and water system hydraulic modeling and analysis • Telemetry and supervisory control design • Comprehensive water and sewer planning • Capital Facilities Planning • Growth Management Act Compliance • Water resource management and environmental studies • Public relations and community involvement • Loan and grant program assistance • GIS and AutoCAD mapping • Water and wastewater treatment planning and design • Reservoir design • Booster pump station design • ULID/LID formation • Construction inspection and management • Street design and rehabilitation • Rate studies and financial planning • Stormwater system planning and design RH2 Engineering posses the expertise and staff resources to serve our public agency clients with the professional planning and design assistance they require Technical Our experienced staff can address all phases of public planning and design Expertise projects including conceptualization planning, predesign. design, construction inspection.. and contract administration We train all of our engineers to design and analyze with AutoCAD, the industry -standard computer -aided - design software In fact, since AutoCAD was first introduced on the market, we have customized it to take full advantage of its capabilities for public facility planning and design For example. we have developed a graphic database for water and sewer systems that allows system operators to easily maintain and update their inventories. This database is integrated with utility analysis models to allow hydraulic analysis of utility systems We have developed a database of 3-D equipment commonly used in our designs, such as watermain fittings. pump station equipment, and structural components. This library facilitates quick and accurate development of 3-D designs of utility facilities such as pump stations and reservoirs ' Minimizing Project cost depends on the contractor's ability to understand the design Cost plans, to bid without adding contingencies, and to comprehend any project constraints. We have developed sophisticated techniques for ' assisting bidders and contractors in these areas. All of our design plans are prepared in CAD and are presented in color to enhance elements of the design. The benefits of color design plans cannot be overstated. ' They include: 1) Easy to visualize and understand design plans. This benefit reduces bid contingencies and incomplete bids, and facilitates client and ' regulatory review. Normally, our bid spread ranges 10% from high to low bid. 2) Reduced engineering design fees from reduced drafting ' requirements. Our engineers work on a single file and the CAD computer system provides all of the drafting and design presentation. L 3) Minimal change orders. Since our engineers work on a true spatial layout for design, the drawings are accurate and reflect actual field conditions. This design minimizes change orders and project delays. Our projects normally experience less than 2% in change order costs. Open To successfully complete any project, our staff must communicate Communication clearly and effectively with our clients and project contractors. For example, prior to bidding complex construction projects, RH2's staff approaches qualified contractors for information regarding construction materials, techniques, costs, and design format. In this manner, we are able to benefit from contractors' experiences, develop a cooperative working relationship with contractors, improve the clarity of our plans, and, most likely, reduce the construction cost and the number of claims during construction. Meeting Deadlines We complete projects within budget and on schedule for three reasons: (1) we are located locally and, thus, we can communicate in person; (2) we have tailored AutoCAD and Eagle Point software to allow us to efficiently perform facility planning, management, and design tasks; and (3) we have significant experience designing municipal infrastructure facilities. Firm Our philosophy is to build long-term relationships by providing excellent Philosophy services to our clients. We achieve this objective by listening closely to our clients and effectively responding to the unique requirements and circumstances of each agency. Moreover, we work diligently to develop and maintain our knowledge of new regulations and our excellent working relationship with Federal and State agencies such as WSDOT, EPA, WDOH, Ecology, DCTED, and others. In this manner, we have been frequently able to assist public agencies with obtaining alternate funding sources or achieving regulatory compliance in cost-effective ways. We maintain an aggressive professional development and involvement effort through our staffs participation in such organizations as the American Public Works Association, the American Society of Civil Engineers, the American Waterworks Association, and the Pacific Northwest Pollution Control Association. Many RH2 employees have served or are currently serving as officers and leaders in these organizations. We also support our clients through membership and participation in the Association of Washington Cities, the Washington Association of Sewer and Water Districts, the Washington Public Utility Districts Association, and the Washington Public Ports Association, among others. Many RH2 staff members are also active in and contribute significantly to their local communities by serving on numerous volunteer boards committees and commissions. In these and many other ways, we, at RH2 Engineering, have developed special sensitivities to the issues, needs, and capabilities of the public agency clients we primarily serve. Because of these efforts, combined with the many special talents of our employees, we have an outstanding reputation for creative, cost- effective, environmentally sensitive, and regulatory -consistent solutions to the challenges presented by our clients. Firm Profile Golder Associates, Inc Golder Associates is an international group of companies which provides consulting services in the fields of regulatory compliance and environmental restoration Founded in 1960 the group has over 1,900 employees worldwide Golder Associates Inc. (Golder), the U.S operating company of the group, presently employs over 700 personnel, the majority of whom are highly skilled in engineering, hydrogeology, applied geosciences, and the environmental sciences Golder is autonomous from other international Golder Associates companies and operates as a single profit center. To ensure cost-effective utilization of resources, Golder's offices are thoroughly integrated both in performance of projects and in administrative systems. In 1973, Golder established an office in Seattle (Redmond), Washington, that has grown to be one of the largest environmental consulting firms in the Pacific Northwest, with a staff of over 130 people. Other support offices in the Pacific Northwest are in Richland, Washington; and Portland, Oregon. Thus, Golder is able to offer the full diversity of our services through our Redmond office, while providing cost-effective staffing from other U.S. and Canadian -affiliated offices for specific projects, as needed Golder provides specialist technical expertise in hydrogeology, geophysics, the applied geosciences, supported by capabilities in project management, civil, environmental, and geotechnical engineering, computer -aided design and drafting (CADD), construction management and quality control/quality assurance (QA/QC), surface water hydrology and water quality (including sediments), NPDES permitting, human health and ecological risk assessments, decision and risk analysis, and computer modeling for solving a variety of environmental problems Golder's area of technical expertise and consulting services are combined to successfully accomplish projects involving waste management, regulatory compliance and environmental restoration, capital improvement, water resources, transportation systems, and mineral resources recovery. Golder has completed projects in over 100 countries on a wide spectrum of engineering assignments. These include management of solid, hazardous, and radioactive wastes, remediation of sites contaminated with hazardous chemical or radioactive materials, groundwater evaluations water resources development, analysis of underground openings mining geotechnics, and civil geotechnical applications for transportation and infrastructure development and maintenance Successful completion of projects across a broad geographic area has supported consistent growth and financial stability for the firm, which is consistently rated each year as one of the top design firms by the industry trade magazine Engineering New Record. mommolp-717- PERSONNEL KENNYDALE LAKEFRONT SEWER REPLACEMENT PROJECT TEAM STRUCTURE PIPELINF", ASSESSMENT Dick Sylwester, Golder CITY OF RENTON Dave Christensen PROJECT MANAGER Gene Peterson COST & OPERATION ASSESSMENT Rick Ballard, P.E., RH2 GEOTEcumc , Issms David Cotton, Golder COMMUNCIY PROPF,RTY & IMPLEMENTATION ISSUES Gene Peterson, RH2 1 Eugene A. Peterson ' Senior Planner ' Education B.A Urban Planning. University of Washington. 1975 B.A. Sociology. University of Washington, 1975 ' Professional Mr. Peterson has over 20 years experience in both the public and private Experience sector with water and sewer facility planning, project funding and approval. SEPA/NEPA compliance, comprehensive land use planning, land use ' regulation and permitting, and resource and sensitive area preservation He has extensive experience with public involvement and preparation of Environmental Impact Statements. 1 Representative East Renton Sewer Interceptor Project. Protect manager for the Projects Environmental Impact Statement and preliminary design effort ' East Maplewood Collection Study. Project Manager for the conceptual sewer facilities plan to serve a recently expanded Urban Growth Area for the City of Renton ' McCall Wastewater Treatment Plant Upgrade. Project Manager for all aspects of permitting and environmental compliance for upgrades to the McCall Idaho wastewater treatment facility Bellevue to Issaquah Regional Transmission Main. Project Manager for ' the detailed Condor Study that is evaluating altemate corridors for construction of a regional water supply transmission main to serve the rapidly growing Urban Growth Areas in and around the City of Issaquah Cedar River Utility Crossing. Responsible for all environmental permitting for a major utility corridor crossing on the Cedar River and adjacent wetlands Douglas County Wellhead Protection Program. Project Manager for an ' interagency wellhead protection plan for the City of Wenatchee, East Wenatchee Water District and Douglas County. Tacoma Pipeline 5 EIS. Responsible Official and Project Manager for EIS on a 33-mile. 54-inch diameter water supply pipeline ' Gene is current) chair of Professional Y the Pacific Northwest Section American Memberships Waterworks Association Water Resource Committee For the Water ' Resource Committee, he edited and published a guide to developing water supplies for small water systems Currently he is managing the committee's efforts to produce guidelines on the adequacy of water supply and ' wastewater reuse. Mr Peterson is an active member of the Washington Chapter of the American Planning Association He has served for several year's on the ' Chapter's Annual Awards Committee Gene served, by appointment of the Mayor... on the City of Seattle Water Division's Conservation Potential Advisory Committee ' Mr Peterson also served by appointment of the King County Executive on the School Impact Mitigation Task Force Rick Ballard. P.E. Project Manager Education B.S. Civil Engineering. University of Idaho. 1988 A.S Civil Engineering, College of Southem Idaho. 1985 ' Professional Mr Ballard's professional emphasis has been on water and wastewater Experience design projects that included the preparation of plans and specifications, and construction management for a variety of airport and public works projects in ' Nevada Since joining the RH2 staff, Mr Ballard has been in charge of wastewater treatment facility planning projects for the Town of Waterville and the City of Cashmere, flood control projects for the City of Issaquah, sewer design for development work in Wenatchee, and plan reviews of water, ' wastewater, drainage, and street improvements for the Town of Steilacoom, and Cities of Enumclaw and Stanwood ' Representative Waterville Comprehensive Sewer System and Wastewater Treatment Projects Facility Plan; Waterville, Washington. Project engineer responsible for preparing a sewer collection system and wastewater treatment facility plan. ' Caliente Wastewater Treatment Plant; Caliente, Nevada. Project engineer responsible for system planning and design Preparation of plans and specifications, and resident engineer responsible for construction management for a new wastewater treatment plant Jackpot Wastewater Treatment Plant; Jackpot, Nevada. Project engineer responsible for system planning and design, preparation of plans and specifications for improvements to an existing treatment plant ' Stewart Facility Sewer and Water; Carson City, Nevada. Project engineer responsible for preparing plans and specifications for the replacement of several thousand feet of sewer and water lines for the State ' Public Works Board Leavitt Lake Outlet Structure; Standish, California. Project engineer responsible for preparation of plans and specifications in the design of a lake outlet control structure for an irrigation district. Work included hydraulic ' design of a control structure and coordination with hydrology and structural engineers. Fallon Sewer Master Plan; Fallon, Nevada. Project engineer responsible ' for preparing a sewer master plan for the City of Fallon. Work included the evaluation of existing and future service areas, collection systems and lift stations ' Park Effluent Irrigation Feasibility and Design Report; Carson City, Nevada. Project engineer responsible for preparation of a report to determine design feasibility of utilizing wastewater effluent for imgation of City Parks Professional Memberships Mr. Ballard is currently a Registered Professional Engineer with the ' State of Washington and the State of Nevada in civil engineering. 7 =Golder Richard E. Sylwester c �iSSOCpT S Education B.S., Geological Oceanography, University of Washington, 1969. M.S., Engineering Geophysics, University of Washington, 1971. Affiliations Environmental and Engineering Geophysical Society Association of Engineering Geologists American Society of Civil Engineers Society of Exploration Geophysicists Marine Technology Society Experience 1991 to date Golder Associates Associate Redmond, Washington Mr. Sylwester is an engineering geophysicist with over 30 years of experience in all aspects of geophysical operations. As the Geophysics Group Leader at Golder, he is responsible for planning and directing marine, terrestrial and borehole geophysical investigations. His primary expertise is in conducting offshore geophysical investigations for port and harbor development, evaluating pipeline, cable and directional drilling corridors, resource assessment, and environmental and geotechnical assessment of lacustrine, riverine, and marine sediment. He has extensive experience in the operations and analysis of data obtained with precision echosounders, side scan sonars, seismic reflection and refraction systems, marine magnetometers and offshore sediment sampling with gravity, piston, Kasten, and vibrocorers. During the past five years he has conducted geophysical investigations throughout the Continental U.S., South America and Asia for governmental agencies, the military, industrial clients, and consulting firms. 1987 - 1991 Williamson & Associates, Inc. Seattle, Washington Senior Geophysicist Responsible for planning and conducting more than 100 geophysical surveys. These included an investigation for the Boston Harbor Outfall Tunnel, the Mobil Oil deep - water site off South Carolina, a high -resolution seismic and side -scan sonar survey for the U.S. Navy acoustic range in Ketchikan, Alaska and the Star-Kist Cannery outfall in American Samoa. Conducted geohazard surveys for Union Oil leases in the Beaufort Sea; Steelhead Platform, Cook Inlet; Mobil Atlantic Coast Lease Blocks and performed detailed geologic and geophysical surveys for the deep -water Duwamish Head Outfall, and for the proposed Trans Mountain Oil Pipeline marine crossings in Puget Sound. Directed comprehensive terrestrial geophysical surveys for projects such as the 115 acre Mica Landfill, geophysical surveys to map placer deposits and for geotechnical investigations throughout Alaska. 1982 - 1987 Northern Technical Services Redmond, Washington Senior Geophysicist Conducted more than 150 marine and terrestrial geophysical surveys for offshore platforms, marine pipeline corridors, port and harbor development, and in support of hazardous waste site investigations; completed more than 100 surveys using ground penetrating radar and electrical methods for geotechnical and environmental investigations. 09198.mar 1 1 Richard E. Sylwester PUBLICATIONS Sylwester, R.E., R. Anderson, 1997. A view below the surface, Civil Engineering News, January 1997. Sylwester, R.E., 1997. The application of continuous reflection profiling methods for trenchless pipeline projects, ASCE Trenchless Pipeline Projects, Practical Applications, Boston, Massachusetts, June, 1997. Sylwester, R.E., S. Lowell, R. Cromwell, D. Hrutfiord 1997. A geological and geophysical investigation to determine the impact of marine erosion on SR-105, Willapa Bay, Washington, AEG 40'h Annual Meeting, Portland, Oregon, September, 1997. Benson, M., L.D. McGinnis, R. Sylwester, 1997. Characterization of the hydrogeologic framework at Aberdeen Proving Ground, MD, using marine seismic reflection profiling: Environmental and Engineering Geophysical Society Tenth Annual SAGEEP Conference, Reno, Nevada, March 1997. Sylwester, R.E., J. Dasler, T. Sullivan, 1996. A marine geophysical investigation to determine the cause for failure of the Yaquina Bay Jetty, Newport, Oregon: ASCE Geotechnical Special Publication No. 62; Case Histories of Geophysics Applied to Civil Engineering and Public Policy, November, 1996. Sylwester, R.E., and M.L. Holmes, 1995. Mapping of shallow fault zones by integrating geologic and digital marine geophysical methods: Third Thematic Conference Remote Sensing for Marine and Coastal Environments, Seattle, WA, 1995. Sylwester, R.E. and B. Bohlke, 1991. An array of geophysics resolves complex geology and design issues for the Boston Outfall Project: The Proceedings for the 34th Annual AEG Meeting, Chicago, IL, 1991. Sylwester, R.E., and B. Bolilke, 1989. Boston Harbor outfall project: A marine geophysical survey: Sea Technology, October, 1989. Sylvester, R.E., and M.L. Holmes, 1989. Marine geophysical evidence of recent submarine slope failures in Puget Sound, Washington: The Proceeding for Oceans 89, Seattle, Washington. Sylwester, R.E., 1989. Seminar on the fundamentals and applications of marine geophysical acoustical techniques: Oceans 89, Seattle, WA, 1989. Sylwester, R.E. and C.R.B. Lister, 1988. A unique high -resolution seismic reflection system using an electromagnetic source and a surface reflection canceling hydrophone: Proceedings of the 20th Annual Offshore Technology Conference, Houston, Texas. Scott, J.L., Sharp, K.D. and R.E. Sylwester, 1987. Outfall relocation study in Commencement Bay, Washington, Bull. Assoc. of Eng. Geol., Vol. NXIV, No. 4, pp 507-521. Sylwester, R.E., 1983. Single -channel, high -resolution, seismic -reflection profiling: An introduction to the fundamentals and instrumentation: Geophysical Exploration at Sea, Geyer, R., Editor, CRC Press, Boca Raton, FL. Sylwester, R.E., Dillon, W.P. and J.A. Grow, 1979. Active growth faults on the seaward edge of the Blake Plateau: Geomathematical and Petrophysical Studies in Sedimentology, Gill, D. and Merriam, D.F., Editors, Pergamon Press, New York, N.Y. Sylvester, R.E., 1971. The determination of active fault zones in Puget Sound, Washington by means of continuous seismic profiling: Proceedings of the International Symposium on the Engineering Properties of Seafloor Soils and their Geophysical Identification, Seattle, Washington. MM.mar _ =G David M. Cotton A.SSOCI�teSolder Education B.S., Civil Engineering, Purdue University, 1973. M.S., Civil Engineering, University of California, Berkeley, 1977. Registration Professional Engineer: Alaska, Washington. Affiliations American Society of Civil Engineers. International Society for Soil Mechanics and Foundation Engineers. United States Committee on Large Dams. Structural Engineers' Association of Washington. American Public Works Association. Experience 1987 to date Golder Associates Redmond, Washington Principal Responsible for managing and performing geotechnical studies, designing slope stabilization systems and soil nailing excavation support systems for local and regional projects including commercial developments, public civil works, mining facilities, roadways, and retaining structures. Project Manager for PMF upgrade at the Tacoma City Light Lake Cushman Dam. Project Manager for landslide evaluations and stabilization measures for the Kennewick Irrigation District, City of Issaquah and King County Roads Division. Project Manager for several permanent excavation support systems using soil nailing for King County, WSDOT, and NYDOT. Project Manager for a King County, permanent tieback retaining wall and value engineering on the new guard wall design and construction for expanding the Bonneville Locks. Mr. Cotton was involved in the SR405 Cedar River Pipeline Relocation project that required a detailed evaluation of three tunnels and drop shafts 16 feet in diameter and where permanent tiebacks were used for the vault structures. In addition the first use application of permanent soil nailed walls was designed for this project. The utilidor were built to provide a stable route for three 60-inch diameter steel water supply lines from Seattles Lake Youngs Water Supply. These three lines supply three quarters of the City of Seattle water supply. 1977 - 1987 Converse Consultants Seattle, Washington Principal Engineer Managed geotechnical studies for local and regional projects involving foundation investigations for wastewater treatment plants, collection systems, transportation facilities, water and oil storage tanks and distribution systems, industrial highrise and lowrise structures, waterfront facilities and municipal structures in California, Oregon, Washington and Alaska. Performed geotechnical studies for expanding the Renton Wastewater Treatment Plant and Pump Station, and for I-90 across Mercer Island to Seattle. 1974 - 1976 Dames and Moore Chicago and San Francisco Staff Engineer Responsible for field and laboratory testing, construction inspection, and engineering analyses on industrial plant and public power plant sites. 09/91u EXPERIENCE I Sewer Project Experience RH2 Engineering, Inc. Although sewer pipeline design is not usually a complicated process, there are several techniques used by RH2 staff to ensure sewer designs are cost effective, low maintenance, and will provide service for many years. These include: • RH2's staff members use computer modeling techniques to determine the optimum slope and depth of sewer pipelines thus minimizing excavation and bacldll costs. • Each sewer design project includes an investigation of materials which meet site -specific requirements, such as corrosion -resistance, infiltration and inflow prevention, structural integrity, and hydraulic conditions. • RI-12's staff is trained in the latest trenchless technology and considers the use of trenchless construction methods during the design process. ' Usually there are alterative alignments available for a new or replacement sewer line. During the pre -design phase, the staff develops a set of alterative alignments and determines the advantages and disadvantages of each. This process is summarized as part of a pre -design report which includes a recommended alignment. ' Inspection of the sewer installation ensures the project is constructed as designed and minimizes cost overruns related to change orders. Oftentimes a sewer pipeline project includes the acquisition of easements and the preparation of a SEPA checklist ' and subsequently an EIS, if necessary. RH2's staff has substantial experience and the necessary qualifications to successfully accomplish these project elements. QuikPIPE II - Automated Underground Utility Design Detailed pipeline design includes many repetitive tasks that can best be described as routine clerical and general accounting work. It is these routine tasks that have often lead engineers to conclude that utility design is a "cookbook' process without the need for extensive design expertise. These routine tasks include listing the pipe and fitting callouts, reporting alignment location and control (both horizontal and vertical), and typing standard notes and detail callouts. RH2 Engineering has automated these tasks of the utility design process using the dynamic data exchange capabilities of AutoCAD®, Windows® and Excel. Our designers are now free to concentrate on the complex parts of the design, such as alignment selection, interfering utilities and project cost reduction. The process works like this: • First, a digital survey of the site or alignment is imported into an AutoCAD file. The survey includes horizontal and vertical information, and interfering utilities; • Second, the utility designer graphically selects the utility alignment by drawing the centerline of the pipe on the digitized base map; • Third, the designer inserts horizontal and vertical fittings from a library of standard fittings to follow the centerline and makes project criteria selections from a menu, i.e.; pipe depth, soil bearing capacity, etc.; • The fourth step is the heart of the QuikPIPE II program. The computer draws the pipe, the fittings, constructs a profile with interfering utilities, produces the pipe and fitting legend, calculates and reports thrust block requirements, standard detail applications, adds all general notes to the sheet, lists the station and offset and GPS coordinates for each fitting, calculates and lists the pipe slope and the deflection at each pipe joint, and then exports a take -off list to Excel. In addition, the computer breaks the design into separate sheets, inserts the title block and prompts the designer for additional detail information (i.e.; `there may be an interference with an existing utility at station xx.W). Notice that the designer never typed notes on the plan sheets nor constructed the pipeline profile. The computer can now be used to perform these repetitive tasks, freeing the designers so that they can concentrate on improving the alignment or reducing costs. This process reduces engineering time, improves accuracy and clarity and minimizes change order potential. It also lowers the contractor's bid prices because the pipe and fitting take -off is complete and detailed. It is a truly revolutionary change in underground utility design. Northeast Laura Szentes, District Manager, 425-868-1144 Sammamish Sewer Ron Heinke, P.E., Project Manager and Water District Issue: Septic tanks were failing in an unsewered area of the District adjacent ' - ULID LSVV-2 and to Lake Sammamish. The failure of these tanks compounded with the proximity to the lake, caused the Department of Health to declare the area a LSS-5 potential health hazard. In addition, no new development could occur until utilities were available. ' Solution: RH2 assisted the District in forming two ULID's to design and construct sewer and water improvements. This work consisted of Project financing ' Property owner information and coordination • Administering the EIS study ' . Designing sewer improvements for a lift station, 2,800 feet of forcemain, and over 10,000 feet of gravity sewer • Connection of existing and new lakefront homes to sanitary sewer ' service Designing water improvements for over 11,000 feet of water main for domestic use and fire protection, 0.5 million gallon reservoir, and two emergency interties ' • Contract administration and construction inspection ' Metro and City of Dave Christensen, Wastewater Utility Supervisor Renton - Cedar Dan Ervin, P.E., Project Manager River Utility Issue: The City of Renton needed to connect a pump station and treatment ' Crossing plant to the water system. The necessary alignment of the proposed water main involved crossing the Cedar River, an important salmonoid habitat. 1996 The location of the river crossing was near an existing Metro sewer siphon ' which was in need of replacement. Metro had been attempting to develop an approved design to replace the siphon since 1990, however due to multiple regulatory jurisdiction over the crossing site, Metro had been unable to obtain project approval. ' Solution: The City of Renton and Metro agreed to implement a joint project, wherein the water main and sewer siphon will be constructed concurrently along the same alignment and the project costs will be shared. RH2 prepared a detailed predesign report which included an evaluation of ' construction options for the river crossing including a pedestrian/utility bridge crossing, an open cut of the river section, trenchless construction, and rerouting the wastewater to a different basin. This evaluation demonstrated that open cut and trenchless construction were the only feasible options. These options were further evaluated for requirements, advantages, and disadvantages as outlined below: ' Open Cut Option Constructed for approximately half the cost of the other options. Approval from the State Department of Fisheries and Ecology for an open cut of a major salmonoid river would be required. RH2 and the City of Renton have continuously recording, water quality monitoring equipment, both upstream and downstream of the river crossing. Consequently, water quality monitoring requirements and discharge limits can be easily ' monitored. In cooperation with the Muckleshoot Indians, implement mitigation 1 8 ' improvements to the Cedar River watershed to improve salmon habitat. It was likely that the mitigation requirements would offset any cost savings from the open cut option. However, since the open cut option would allow the project to be completed and provide a public benefit, such as a new fish hatchery, it was aggressively pursued. RH2's fisheries specialist has an established working relationship with the Muckleshoot tribe. Since the open cut option would require an additional 6-12 months to ' implement, due to approval and negotiation requirements, RH2 recommended pursuing both the open cut option and the trenchless construction option concurrently. Trenchless Construction Option An evaluation of the feasible trenchless construction methods for the river crossing took into account two severe constraints, soils characterized by gravel, cobbles, and large boulders, and extremely permeable strata combined with significant groundwater volumes. Based on this evaluation, two construction methods were identified as having a high likelihood of success, pipe jacking and microtunneling. Also an alignment through bedrock at a greater depth was identified as having the lowest risk of failure. City of Renton - Dave Christensen. Wastewater Utility Supervisor East Renton Gene Peterson, Project Manager Interceptor EIS and Issue: Proposed development within the East Renton area prompted the City Design to examine the capacity of the area's existing sanitary sewer system RH2 1994 conducted a capacity analysis which revealed inadequate sewer capacity within three sanitary sewer basins: South Highlands, Heather Downs, and Maplewood. Consequently, the City Council passed a resolution placing a moratorium on new construction within the sewer basins Solution. The City's Public Works Department selected RH2 to design aftemative interceptors and prepare an Environmental Impact Statement (EIS) which assessed the solution to capacity problems while protecting the environment As part of the EIS; RH2 subcontracted with Pacific Groundwater Group to gather technical data on drainfield water quality impacts; assess impacts of the Department of Health's groundwater quality standards; analyze existing water quality monitoring data to identify trends; calculate project impacts on aquifer recharge: and assess chemical loading impacts on groundwater quality. The design process included the development of 3 major aftemative routes and a recommendation for the most effective alignment. Two trenchless construction technologies were specified for sections of the interceptor greater than 20 feet deep and along an alignment with a 100-foot cliff The clarity and detail of the design drawings and specifications resulted in tight bids ranging from $2.8 million to $3.2 million With construction complete, the change orders amounted to less than 112% of the project cost. City of Kirkland - Stu Turner, Operations and Maintenance Engineer, 425-828-1141 Lake Washington Tom Lindberg, P.E.. Project Manager Boulevard Sewer Issue. The previous 12-inch Lake Washington Boulevard sewer line was Replacement undersized and thus was unable to convey existing wastewater flows Consequently, the sewer line periodically created sewage back ups. The line was constructed of concrete pipe in the early 1940s and had exceeded its ' design life. Evidence of this includes the presence of sand and gravel in the pipeline, severe root intrusion through pipe cracks and pipe joints, and significant infiltration and inflow. Because of these deficiencies, the City made replacement of this line a high priority. ' Solution: RH2 obtained two PWTF loans to fund 70% of the improvements. The entire existing sewer line and all sewer service lines within the public right-of-way have been replaced. The improvements included more than ' 7,400 feet of 21-inch, 15-inch, and 12-inch PVC sewer pipe. The line is located in downtown Kirkland, a high profile, heavy traffic corridor. To mitigate impacts on local residences, businesses, and pedestrian and vehicle traffic, sections of the sewer line were tunneled and constructed at night. ' Additionally, a public relations campaign was conducted to inform the public of the project and its impacts and to address public concerns. A SEPA checklist was completed for this project resulting in a determination of non - significance. The entire sewer line was at a depth below the elevation of Lake Washington. Consequently, a detailed trench dewatering plan was prepared to ensure adequate dewatering would be accomplished by the contractor during construction. During construction, soil contaminated with oil was encountered. RH2 redesigned a section of the sewer line to bypass the contaminated soils and thus prevent high costs related to hazardous material handling and disposal. ' City of Renton - Dave Christensen, Wastewater Utility Supervisor Lake Washington Dan Ervin, P.E., Project Manager No. 2 Lift Station Issue: The pipes in the lift station were severely corroded, requiring the City Rehabilitation to rehabilitate the entire lift station ahead of schedule. The entire station 1993 needed rehabilitation because the site was within 5 feet of Lake Washington ' and was being eroded by the waves. Also the pumps and motors were above grade creating excessive noise. Rehabilitating the station would be difficult because a narrow easement and the presence of other utilities created a limited construction area. Furthermore, the lift station had to ' continue to operate during construction and testing. Solution: Communication between RH2 and City staff was essential in completing the design on a fast -track schedule. To allow the lift station to ' remain operational, the design incorporated a temporary discharge connection, pumping equipment and coordination with maintenance personnel. The existing concrete wet well was used to minimize site impacts ' and reduce construction costs. To prevent further erosion, a concrete retaining wall raised the surface elevation of the site. To reduce noise, twin submersible pumps were placed within the wet well. 10 Sewer Project Experience Golder Associates, Inc. ' Northeast Sunset Client: City of Renton Boulevard Sewer Client Contact; Dave Christensen, City of Renton. Wastewater Utility Interceptor Supervisor ' Project, Renton, (425) 277-6212 Washington Finn's Contract Price: $33,825 Project Completion Date: 1996 ' Golder completed a design -level geotechnical investigation for the Northeast Sunset Boulevard Sewer Interceptor Project. The project consisted of the construction of 6,000 feet of 18-inch-diameter pipeline along N.E. Sunset Blvd. (SE Renton -Issaquah Road) from Union Avenue N.E. to Harrington ' Avenue N.E. The pipe was typically about 8 to 10 feet below ground surface, but in some areas was as much as about 43 feet below ground surface. Design issues include construction alternatives (open -cut methods ' versus trenchless alternatives), soil contamination; use of on -site materials for trench backfill Geophysical surveys were used to assess groundwater conditions and soil conditions between boreholes The geophysical surveys helped identify areas that posed potential difficulties for trenchless ' construction East Kennydale Client: City of Renton Sewer Project, Client Contact: John Hobson, City of Renton. (425) 277-6179 Renton, Finn's Contract Price $16,600 Washington Project Completion Date 1998 Golder completed a design -level geotechnical investigation for the East Kennydale Sewer Project The project consists of the construction of 3,500 ' feet of 12-inch-diameter pipeline along N.E. 24th Street in Renton The pipe will typically be between about 8 to 18 feet below ground surface ' South Renton Client: City of Renton Sewer Client Contact: Dave Christensen, City of Renton. Wastewater Utility Replacement Supervisor, (425) 277-6212 ' Project, Renton, Firm's Contract Price $30.583 Washington Project Completion Date 1998 Golder is currently performing a design -level geotechnical investigation for ' the South Renton Sewer Replacement Project The project consists of evaluating geotechnical issues related to replacement of sewers on Burnett Avenue South, Williams Avenue South. and Wells Avenue South between South 3f° Street and Grady Way Design issues include: shallow ' groundwater; trench stability; protection of adjacent structures and utilities during excavation and dewatering, and liquefaction. The site investigation performed for this project covers about two thirds of the length of the East ' Interceptor project I II Northeast 4th Client: City of Renton Street Sanitary Golder Associates completed geotechnical engineering support during Sewer Project, design and construction of the NE 4th Street Sewer Interceptor in Renton, Washington. This involved installation of HDPE pipe and steel casing micro - Renton, tunneled over a length of 2,000 feet. This project used micro -tunneling to Washington reduce impact to traffic and business on one of the City of Renton's major streets. South Interceptor ' Parallel Phase III, Kent, Washington Client: King County Clieny Contact: Mann -Ling Thibert, King County, Civil Engineer, (206) 684- 6785 Firm's Contract Price: $260,000 Project Completion Date: 1998 Two design -level investigations were completed on the South Interceptor Parallel Phase III project. The first investigation was completed on an alignment that was subsequently abandoned, while the second was completed on the current preferred alignment. The project includes a 108- inch-diameter concrete pipe, extending approximately 15,000 feet in length from South 180t' Street to South 216"' Street, in Kent, Washington. The pipeline parallels the existing 72-inch-diameter sewer constructed in the earty 1960's, at an average depth of 20 feet below the ground surface and 15 feet below the static groundwater table. Design issues include: protection of the adjacent sewer line; protection of adjacent buildings; an evaluation of liquefaction potential along the alignment; construction aftematives (open -cut methods versus trenchless alternatives); railroad undercrossings; stream crossings; use of on -site materials for trench backfill. 1 12 P Richard E. Sylwester PROJECT RELATED EXPERIENCE —OFFSHORE GEOPHYSICAL SURVEYS ' Fiber Optic Cable Shore Approach Monterey, California To select a shore approach for a Trans -Pacific fiber optic cable it was necessary to determine the depth to bedrock from the shoreline to the 50m depth contour, map the distribution of marine macrophytes, ' produce a precision bathymetric map and develop an isopach map of fine-grained sediment. Ward Cove Environmental Survey Ketchikan, Alaska ' A marine geophysical survey and geological sampling program was conducted as part of the remediation program for this small embayment that had been used for log storage. The primary objective of the survey was to provide detailed information on the distribution and concentration of sunken logs, locate zones of ' possible contaminated sediment and select locations for sediment sampling. Over 50km of marine geophysical data, and 50 sediment samples, using piston cores and vibrocores, were obtained. AJ Mine Marine Outfall Investigation Juneau, Alaska fA proposed deep -water outfall for mine tailings would run from near Juneau to Stevens Passage where the depth was 200 meters. A detailed marine geophysical investigation was conducted to select the best route for the outfall. The study provided high -resolution bathymetric maps, isopach maps of the fine-grained I ! sediment, surficial feature maps showing the locations of submarine slides, seafloor subsidence, bedrock exposures, and marine power cables. Geophysical data were obtained on over 200km of survey lines. Based on analysis of the data, sites were selected for obtaining cores to be used for determining 1 sedimentation rates in the area of the proposed discharge diffuser. Valparaiso Marine Outfall Valparaiso, Chile, S.A. A marine outfall was planned to extend 600 meters offshore from the land tunnel portion of the sewer system. A marine geophysical survey was conducted to assist in selecting the pipeline route and to provide geotechnical information for the support structures for the pipeline. Over 15km of bathymetric, subbottom and seismic reflection data were obtained. These data were used to develop a map showing the elevation of the top of bedrock, produce a bathymetric contour map and characterize the surfrcial soils. Coeur D'Alene River Environmental Investigation Kellogg, Idaho The USEPA initiated a program to identify and map the lateral and vertical distribution of mine tailings in the lower Coeur d'Alene River (LCDR), and ten lakes located along the river. A geophysical survey, using ground penetrating radar (GPR), subbottom profiling (SBP) and seismic reflection profiling (SRP) was conducted to evaluate the most effective technique for identifying and determining the thickness of the tailing deposit in these environments. The results of the geophysical investigation, with verification provided by data from vibrocore samples, indicated that ground penetrating radar (GPR) can be used to rapidly map these material. Pt Judith Marine Habitat Investigation Narragansett Bay, Rhode Island A fuel barge grounding resulted in the discharge of a large quantity of petroleum. A marine geophysical survey with side scan sonar and underwater video was conducted to assess the possible damage to lobster habitat and other biota in the spill zone. The sonar and video data from the detailed survey of a l0km by 2km area were used to provide a mosaic of the seabed that was used to direct an intensive diving program of the site. 08/98mar Richard E. Sylwester 1 the side scan sonar and subbottom tow vehicle, and narrow beam echosounders to provide detailed ' bathymetric data. Following location of the disposal sites, a sampling program, using large box corers, was initiated to assess the possible level of contaminants in the sediment. Mapping Routes for Movement of Contaminants Offs ho reCh esapeake Bay, Maryland ' A comprehensive marine geophysical investigation was conducted in the Chesapeake Bay Estuary and rivers adjacent to the Aberdeen Proving Ground. The purpose of the study was to increase the knowledge on the local hydrogeologic framework, map buried offshore channels that might act as pathways for ' contaminants from military facility into the bay, and determine the depth to bedrock. Over 150km of data was obtained with the marine geophysical instruments. The survey identified and mapped several paleochannels, surficial and subsurface abandoned military debris and determined that bedrock was at ' over 200 meters below the seafloor. 1 08/98.mar David M. Cotton 1 RELEVANT PROJECT EXPERIENCE ' • Project Manager for the geotechnical evaluation of the 2-mile long 106-inch diameter South Interceptor IA and IB projects for Metro in the Green River Valley near Renton. Recommendations include liquefaction analysis and mitigation and wetlands delineation and mitigation including recharge systems ' for dewatering and pipe section details. • Alternatives analysis geotechnical study for the South Interceptor IC Project was completed to evaluate a tunnel and pipe jacking approach to installing a 11 foot diameter effluent conveyance system under SR 405 in Renton, Washington for METRO. • Relocation of Cedar River Pipelines 1,2, and 4 at the Interstate 405 crossing in Renton, Washington for ' the City of Seattle Water Department and WSDOT. These three 60-inch diameter pipelines carry over 50 percent of the City of Seattle's domestic water supply. Three 15 foot diameter tunnels and 60 foot deep drop shafts were included in the conveyance system. ' • Preload design over the Cedar River Pipelines at Rainier Avenue for the Interstate 90 Project. More than a foot of settlement had to be acconunodated in the design of the utilidor carrying the pipelines. ' • Preliminary design investigations for the three alternative routes for the 72-inch diameter Cedar River Pipelines 4 and 5 at Lake Youngs for the Seattle Water Department. • Project Manager for two microtunneling and directional drilling projects in the Seattle area. The East ' Renton Interceptor and the Lakewood Park Microtunnel, varying in size from 8 to 15 inches in diameter, up to 2,000 feet in length through glacially over consolidated sand and gravel materials. ' • Project Manager for the Renton Effluent Transfer System, which included a 12-mile long, twin 60-uich pipe system, four, 120-inch diameter reinforced concrete pipes, and a 72-inch diameter pipe. the project was completed for METRO, and included foundation work for a 320 mgd pumping station at Renton. ' • Project Manager for three marine crossings in the Puget Sound for the Trans Mountain Pipeline which included evaluation of direction drilling within the Littoral zone of the crossings. ' • Other pipeline projects in which Mr. Cotton has participated as Project Engineer or Project Manager include: - Chester Lake Water Pipeline, Metlakatla, Alaska (20-inch- diameter, 3232 feet length). - Ketchikan Lake Penstock Replacement, Ketclukan, Alaska (48 and 54-inch diameter, 1825 feet long). - Kennewick Water Transmission Line (42-inch- diameter, 9900 feet long). - Port Orchard Waste Water Improvements (8000 feet of force main and 1700 feet of sewer outfall). - Anacortes Water Transmission Line (36-inch-diameter, 8100 feet long). - Everson-Nooksack Collection System (30,500 feet - gravity flow force main; 5,300 feet ductile main). 212.12 REFERENCES r References RH2 Engineering, Inc. Greg Wilder City of Issaquah P.O. Box 1307 177512th Ave NW Issaquah, WA 98027-1307 425-557-2505 Laura Szentes Northeast Sammamish Sewer & Water District 3600 Sahalee Way NE Redmond, WA 98053 425-868-1144 Seth Boettcher City of Bonney Lake PO Box 7380 Bonney Lake„ WA 98390 253-862-8602 Jim Richards Town of Steilacoom 1030 Roe St. Steilacoom, WA 98388 360-581-1912 Stu Turner City of Kirkland 915 8th St. Kirkland, WA 98033 425-828-1151 1 13 H0V08ddV N ) n � ST n o- _ / N )1 T N VOth N ��th >T L N ) �I N 28th P[ ` - - - ---- ---N 28th ST /U 2 6 t h LAKE WASHINGTON,� FLUSHING STATION RN2 FN©INEERINO, WC. . hit,.//vw.r/i7.ttm \. 7tenon rm o'72ho 0 Ixks, � I A 475 P89IMP I~+ P N N F R R / I N 1 wLNATCO►►+CF "u DRAWING N01 fD SCni CITY OF RENTON KENNYDALE LAKEFRONT SEWER REPLACEMENT PROJECT ac wwn rtm `WR,* , fIM 1 NN�� - I Approach and Understanding ' Understanding The RH2 team's understanding of this project is based on three main factors. First, we have a long ' relationship with the Renton Wastewater Utility serving the City on many sewer system projects Many of those projects are directly relevant to the question of replacement of the Kennydale Lakefront Sewer. These projects have included assisting the City with the preparation of their Comprehensive Sewer ' System Plan. Work on this project provided us with an excellent understanding of the overall operation of the Renton Sewer System. Also directly relevant to Kennydale Project, are the upgrades to the Lake Washington Lift Station No. 2, This Lift Station is the downstream end of the Kennydale Lakefront Sewer RH2 designed the upgrades to this lift station, which were constructed in 1993 Second, Golder Associates is a recognized world leader in underwater pipeline evaluation. The Redmond office of Golder has pioneered the use of sophisticated underwater photography for assessment of pipelines and other submerged facilities. This photography equipment would be employed to assess the condition of the exposed portions of the Kennydale Lakefront Sewer Available at the Golder Redmond office are three different cameras that could be used for this project. These include two black and white cameras (FM-1000 and SeeSnake) and one color video camera (MCS- 2000) In addition, Golder's leadership in geophysical assessments of buried submerged facilities will help with the assessment of those sections of the Kennydale Sewer that have been covered with lake sediments Third, to better understand this project we have met with several staff members from the City of Renton. These have included Jack Crumley, Maintenance Manager for the City to better understand the maintenance issues associated with the Kennydale Sewer We have also visited the site with Dave Christensen, the City's Project Manager, to review the project's physical setting. Approach Based on our understanding of the Kennydale Lakefront Sewer Replacement Project evolving from the factors outlined above, our approach will follow four simple steps. In the first step we will meet with all appropriate City of Renton staff to agree on the design parameters we ultimately should meet with the completed project These could include: ➢ Corridor Requirements ➢ Hydraulic Requirements, and ➢ Operational Requirements ➢ Maintenance Requirements These design parameters will provide the framework for the assessment of a number of factors in ' subsequent steps of the project Step two would provide an assessment of the physical condition of the sewer pipe. This would include ' both the integrity and remaining life of the pipeline and its joints. This work would be done using non- destructive technologies. Underwater cameras would be used instead of divers in order to develop a more complete and economical record. Step three would provide a list of alteratives to restore, rehabilitate or replace the Kennydale Lakefront ' Sewer. These alteratives would be evaluated in step four against a set of criteria including: ➢ Cost ➢ Operations and Reliability ➢ Community Impacts ➢ Property and Land Use Issues ➢ Natural System Issues, and ➢ Implementation Issues ' This process is very similar to the process being employed by Gene Peterson, the RH2 Project Manager for the Bellevue -Issaquah Transmission Main Corridor Study. The criteria and methodologies for proceeding through these proposed steps are very familiar to Gene and rest of the project team. ' Project Management ' Our approach to project management is built on the principle of early, extensive, and continuous communication. This means communication both within the team and between the team and the City of Renton. It is only when all of the players involved in the project feel that they know what is happening and where they fit into the overall project, that successful projects result. To that end, we use all available and appropriate tools to manage projects and deliver products. These include using MSProject as a project planning management tool. This allows team members to see what needs to be done, by whom, and when. 1 A MSProject report is the product of the way that we develop scopes, costs and schedules in conjunction with the client — the City of Renton. Before we begin this project we will discuss in detail all aspects of the project with Renton staff. This will provide the foundation for an initial scope and fee estimate. The initial scope will address all of the tasks and issues presented by City staff. Our estimate of the fee will be directly linked to this proposed scope by assigning staff hours to each task and subtask. The accompanying proposed schedule would reflect not only the City of Renton's desired timetable, but also our knowledge of staff availability at RH2 and Golder. The senior staff members from RH2 and Golder working on this project all have staff members available to them to assist in accelerating work schedules when necessary. However, we will propose realistic schedules based on our experience of what it actually takes to perform the required work. This schedule will also recognize the time limits imposed by the Public Works Trust Fund (PWTF) program on this project. Mr. Peterson's project management style is to communicate frequently with the client informally by phone and email. This is done to keep the client informed of evolving work, as well as unexpected developments. More formal reporting of project status can be done in conjunction with monthly invoicing. This type of extensive communication helps to assure that products are developed as expected and delivered as scheduled. City of Renton 'A Ken.. dale Lakefront `� Replacement ors..�.,. •_ . (N Golder VA&sociates �Y City of Renton ♦ � � ♦ Kennydale Lakefront Sewer Replacement Project Community Relations Existing Conditions Options Option Assessment Issues Agency Coordination B E E R s Golder Associates City of Renton Kennydale Lakefront Sewer Replacement Project Community Relations Lakefront Property Owners Neighbors Park Users 7 NA Golder Associates City of Renton Kennydale Lakefront Sewer Replacement Project Existing Conditions Pipe Underwater Upland Operational Golder Associates • map location of pipeline • Evaluate general condition of pipeline • Identify possible geohazards (slides, subsidence) • Direct evidence of pipeline breaks (scour holes, erosion channels) • Locate cultural debris • Assist in selecting route for new pipeline Lake Floor SIDE SCAN SONAR IMAGE OF KENMORE PIPLINE LAKE WASHINGTON RH2/MARINE GEOPHYSICS/M PROJECT NO. PR3 1920 DRAWING NO.80495 DATE 11/6l98 DRAWN BY TK Golder Associates t W fit i . N Elfm Sch u *Rn �tt�HSF�'r2 ST A, YA . 39 a ,!'' Mot«w.r 'j � STJL.o . . _.SE s2 ,c t• ,� • V ,� .. M t13 , i, ( CCU! ItT ` 4400' w+ ION May Co.. 9440 OW South Fbint 31 S600' 3200- b� i! 1 Coleman Poinf ►� .,y OL AP T:1 tood:1 t T "� •A + �� u' • ar )os r KimpW �� '�lrn��1 � � i x Y'►*0 •'wS r, t40d'• 'I . , '� ETj— arw Q f _ o �jP r►�1r c� "" � 1 ? � • Jr L.._.� %6 � Is •` _ ,0 r ise • JILJ UT N ' N00 0 �i i��ds r={ Kpit ryn Mawr v ChRle W WE 12 :"'` • ' 1200.' f c T .. •.. /1b Rf/1fOn "A• . i! `� et � rw' I � , i • •h 1 W&PO nq s 1 M 141i i o ..0000 { t..• • ? t S` ` S. •� '1 .!_pia • i ? * ra IL VANN Boo u r Ifi7 t �» 7 . 0 Ny st •' M 1�` t , • ST •` 2 Mtflw'i V T ST Jt �.: '• 1 ~� .���, F 0 City of Renton Kennydale Lakefront Sewer Replacement Project Options Short Term (0 - 5 years) No Action Refining Operations Repair Long Term (5 - 20 years) Replace in Lake Slipline Replace upland D Golder Associates LEGEND .,King County Metro Sewer /,/ Lakefront Sewer SLrearns ~Shoreline Parcel Boundaries = Park CITY OF RENTON KENNYDALE LAKEFRONT SEWER \N'C� City of Renton Kennydale Lakefront Sewer Replacement Project Option Assessment Issues Continuous Operation Underwater Construction Confined Construction Area Property Ownership/Access Utility Conflicts Liabilities Permitting/SEPA Implement Schedule Construction Window Funding/Financing 10Golder A.ssociates 0 City of Renton Kennydale Lakefront Sewer Replacement Project Project Coordination City Water City Parks City Planning BNRR Homeowners Utility Companies Fisheries Tribes Army Corps of Engineers Ecology Port Quendal? Golder Associates 77 Lei r I I I I I I I I I I I I I I I I I I 11 Statement of Qualifications Kennydale Lakefront Sanitary Sewer Replacement Project City of Renton Utility Systems Division ■ Renton, WA 5 October 1998 Kennedy/Jenks Consultants Engineers & Scientists I P__J I 1 1 I F� 5 October 1998 Mr. Dave Christensen Wastewater Utility Supervisor City of Renton Utility Systems Division Renton City Hall, 5tII Floor 1055 South Grady Way Renton, Washington 98055 Kennedy/Jenks Consultants Engineers & Scientists 530 South 336th Street Federal Way, Washington 98003 253-874-0555 (Seattle) 253-927-8688 (Tacoma) FAX 253-952-3435 Subject: Statement of Qualifications Kennydale Lakefront Sanitary Sewer Replacement Project K/J Proposal No. F98168MWW Dear Mr. Christensen: Kennedy/ Jenks Consultants is pleased to submit our Statement of Qualifications in response to the City of Renton s request for engineering services for the Kennydale Lakefront Sanitary Sewer Replacement Project. We have assembled a team of highly qualified individuals and subconsultants for this project. Kennedy/Jenks Consultants' proposed team has extensive experience in the Puget Sound region designing successful lakefront sanitary sewer projects as well as sewer rehabilitation and replacement projects. We propose to manage and design the project from our Federal Way office with Keith Parker serving as the Project Manager. He has proven that he can deliver high -quality projects on -time and within projected budgets. Keith has been involved with sanitary sewer system planning, design, and construction in the Puget Sound region for 20 years. Our proposed Project Engineer, Chuck Mayhew, has spent the last several years as Project Engineer and Resident Engineer for two sewer projects along Puget Sound and a sewer replacement project that involved trenchless rehabilitation methods. The attached SOQ describes other key Kennedy/ Jenks Consultants staff and their qualifications. If the project requires geotechnical services, we propose using GeoEngineers. We have worked with them on numerous successful sewer and water projects in the Northwest. Kennedy/Jenks Consultants has participated in hundreds of projects in the Northwest, including lakefront sewer projects for Pierce County, Sammamish Plateau Water and Sewer District and Kitsap County Sewer District No. 5. We have also completed sewer rehabilitation and replacement projects for Kitsap County Sewer District No. 5, the City u hi 1 1 P 11 Kennedy Jenks Consultants Mr. Dave Christensen Wastewater Utility Supervisor 5 October 1998 Page 2 of Tacoma, and the City of Puyallup. The attached SOQ outlines the broad spectrum of Kennedy/Jenks Consultants' project experience in the areas of sanitary sewer engi- neering. The SOQ also includes client references for recent relevant projects. Kennedy/Jenks Consultants is a multi -disciplinary consulting firm with approximately 300 personnel including sanitary, civil, electrical, mechanical, and structural engineers, architects, and scientists. Today, in our 79th year of practice, Kennedy/Jenks Con- sultants serves four major environmental markets - wastewater, water, environmental management for industry, and hazardous waste treatment. We maintain a corporate philosophy to develop and maintain client relationships over the long term. This results in effective communication with our clients and leads to successful project implementation. Kennedy/Jenks Consultants opened a Seattle office in the 1930s and has continuously maintained an office in the area for 30 years. Our Federal Way office has a staff of approximately 60. Kennedy/Jenks Consultants appreciates the opportunity to submit this Statement of Qualifications. We have a high level of interest in working with the City of Renton, and look forward to presenting any further information you may desire. Very truly yours, KENNEDY/JENKS CONSULTANTS Chuck K. Mayhew Project Engineer Keith S. Parker, P.E. Project Manager CKM/KSP:mm k\98\98168mww\ltr.doc Enclosures Kennedy/Jenks Consultants 1 11 I Section 1 - Firm and Facilities Kennedy/Jenks Consultants is one of the oldest consulting engineering firms in the Western United States. Originally founded by Clyde C. Kennedy in 1919, Kennedy/Jenks Consultants has participated in hundreds of projects in the Northwest. This has given us in-depth knowledge of local geographic and environmental conditions, which we apply to solving the challenges assigned to us by our clients. The Pacific Northwest Region The Pacific Northwest Regional office of Kennedy/Jenks Consultants is located in Federal Way, Washington, with branch offices in Choteau and Missoula, Montana and Portland, Oregon. Augmenting these offices are nine other offices in California and Nevada. All of the offices are supported by the San Francisco, California, corporate headquarters. Each office is solely responsible for developing and executing consulting and design assignments within its area. In addition, each office has a commitment to support the overall efforts of the firm through the sharing of special expertise and resources. Engineering and Scientific Services Kennedy/Jenks Consultants' staff of approximately 300 highly qualified professional and support personnel includes: ■ Civil engineers ■ Sanitary engineers ■ Chemical engineers Mechanical engineers ■ Electrical engineers ■ Structural engineers ■ Geologists/Hydrogeologists ■ Chemists K:\98\98168mms\sect 1 .doc Firm and Facilities 1-1 Kennedy/Jenks Consultants o Biologists ■ Environmental scientists ■ Public health specialists ■ Architects ■ Land surveyors ' ■ Technical and administrative staff to support these professionals Support Facilities Our comprehensive consulting engineering and scientific services are augmented by complete project support facilities and equipment. These include: ■ Computer resources ■ Computer -aided design and drafting ■ Word processing and telecommunications facilities ■ Geographic information system services 11 1 I 1 Kennedv/Jenks Consultants uses the following modeling software: CYBERNET (pressurized flow model), EPANET (water qualih, model), HYDRA (gravity flow model), SWMM (stormwater management model), SWRMD (sewer flow model), MODFLOW, GRAPHER, SURFER (contouring package), and Premoc (inter- national groundwater flow model). Word processing and telecommunications systems speed communication with our clients and with our network of ten offices. These systems also facilitate project coordination and expedite preparation of project reports and specifications. Geographic information system (GIS) in-house capabilities provide a powerful tool for manipulation and presentation of spatial data based on planning, design, and scientific study projects. Quality Control Kennedy/Jenks Consultants uses a multiple step process to maintain effective quality control of projects. The concepts and criteria review, at approximately 15 to 20 percent completion, provides the project manager with an early oppor- tunity to review the project concept with senior staff. The review r� K:\98\98168mms\sectl .doc Firm and Facilities 1-2 Kennedy/Jenks Consultants 11 I includes the scope of work, method of solving the problem, budget to perform the work, and schedule. The project reviewers focus on technical solutions, offering suggestions for consideration by the project team. A Quality Control Manual is referenced throughout the duration of each project by the Project Manager, to ensure adherence to our carefully thought-out planning and design procedures. On larger projects, the Project Manager will schedule update reviews with senior staff to discuss the progress of the work. This offers the project team timely reviews and valuable comments. At the 90 to 95 percent stage of the project, the Technical Director or Chief Engineer designate will perform an in-depth review of the project. This review is made for content, clarity; correctness of calculations, incorporation of standards, constructibility, and other elements necessary to ensure successful project completion. At the final review, the documents are updated and reviewed before signing by senior staff. Project Management The Project Manager is responsible for the performance of the project team. The Project Manager develops a project plan that details the scope by definable tasks and identifies any special client requirements. The schedule is delineated and the budget prepared. The project team is selected from staff best qualified to meet client needs. The Management Information System provides biweekly schedule and budget status. Planned schedule and budgets are compared with actual progress, facilitating any minor modifications. Regulatory Interface and Advocacy Many federal, state, and regional agencies are involved with the planning, permitting, design, and construction of environmental projects. In addition, these agencies have enforcement authority for non-compliance with regulations, which can disrupt facility operations and result in fines. Kennedy/ Jenks Consultants has established Working relationships with many of these agencies, including the following: ■ U.S. Environmental Protection Agency (EPA) ■ Washington State Department of Health K:\98\98168mms\sectI .doc Firm and Facilities 1-3 Kennedy/Jenks Consultants I 1 1-1 ■ Washington State Department of Ecology (Ecology) ■ Local Health Departments and Utilities These agencies recognize our staff for strong capabilities in project management, planning, facility design, and construction management services. ' Our experience working with federal state and regional agencies and the rapport we have developed with them are assets that can facilitate project implementation. We can identify key Agency decision -makers and use approaches known to be accepted by each agency. K:\98\98168mms\sect1 .doc Firm and Facilities 1-4 Kennedy/Jenks Consultants ADDITIONAL INFORMATION Firm Name/Business Address: Kennedy/Jenks Consultants 530 So. 336`s St. Federal Way, WA 98003 ' Principal to Contact and Title: Edward C. Kistner, Vice President Business Telephone: (253) 874-0555 Business FAX: (253) 952-3435 Date Firm Established: 1919 Date SOQ Prepared: October 1998 Former Firm Name(s), if any, and Year(s) Established: Engineering Office of Clyde C. Kennedy - 1919 Jenks & Harrison - 1964 Kennedy Engineers - 1957 Chilton Engineering, Chartered - 1962 Kennedy Engineers, Inc. - 1972 Kennedv/Jenks/Chilton - 1985 Kennedy/Jenks Engineers, Inc. - 1980 Kennedv/Jenks Consultants, Inc. - 1991 Name/Address/Telephone of Parent Company, if any Kennedy/Jenks Consultants Marathon Plaza, Tenth Floor Tel: (415) 243-2150 303 Second St. ' San Francisco, CA 94107 Other offices of the firm: City/state/telephone/number of personnel. Identify if home office. San Francisco, CA (415) 243-2150 86 (home office) Reno, NV (702) 827-7900 23 Palo Alto, CA (640) 856-6700 24 Las Vegas, NV (702) 795-3960 13 Bakersfield, CA (805) 835-9785 6 Irvine, CA (714) 261-1577 26 Ventura, CA (805) 658-0607 23 Sacramento, CA (916) 362-3251 17 Portland, OR (503) 452-1167 8 Choteau, NIT (406) 466-5931 6 If firm is an engineering corporation, is it registered to do business in the State of Washington? Yes ✓ No Number of licensed professional engineers: 110 Their engineering disciplines: Civil, Electrical, Mechanical, Chemical, Control Systems, Structural, Sanitary If firm is a real estate appraisal firm, what professional designations do the members of the firm possess? N/A Outline liability insurance including name of provider, limits and coverage. Include professional liability, if applicable. Dealy, Renton & Associates (broker), providing professional liability insurance with limits of $2,000,000 each claim and annual aggregate. General and automobile liability insurance with limits of $2,000,000 combined single limit per occurrence and annual aggregate. Worker's Compensation is statutory through the State of Washington. Kennedy/Jenks Consultants 1 Section 2 — Project Experience Kennedy/Jenks Consultants has participated in the planning, design, and construction administration of numerous sanitary sewer projects in the Puget Sound region. We have over 20 years of experience with these types of projects ranging in size from several hundred thousand dollars up to $6.5 million dollars. Listed below are several relevant projects that address our experience and qualifications in lakefront sewers and sanitary sewer rehabilitation. Project Descriptions Beach Drive Sewer Project Kitsap County Sewer District No. 5 Port Orchard, Washington The Beach Drive Sewer Project included an annexation to Kitsap County Sewer District No. 5, a ULID formation and the design and construction of a low pressure sewer collection system. Kennedy/ Jenks was instrumental in all phases of work during the annexation and ULID formation process. Design for the Beach Drive Sewer Project involved the design of a grinder pump collection system for approximately 4.5 miles of beach front road in Kitsap County, Washington. The grinder pump is a self-contained lift station that is installed on private property to collect sewage from a house and convey it to the force main installed in the street. An aerial survey was used in conjunction with the County's GIS mapping to prepare the mapping of topography, property lines, Right-of-way lines, etc. A site survey was completed by the engineer for every property within the ULM and included working with each property owner to determine the best location for the grinder pump. The drafting was completed for the individual properties by the engineer in the field on a laptop computer. The design of the force main required considerations such as high groundwater, clay and rock excava- tion. The project included approximately 200 grinder pumps and 18,000 LF of discharge piping on private property. Kennedy/Jenks K:198198163mms1sact2.doc Project Experience 2-1 Kennedy/Jenks Consultants Consultants provided construction services, preparation of the final the O&M assessment roll and preparation of manuals. Key personnel: Chuck Mayhew - Project Engineer and Resident Engineer Keith Parker - QA/QC ' Client Contact: Dick Fitzwater - General Manager - 360-871-6861 Wataga Beach Sanitary Sewer Project Kitsap County Sewer District No. 5 Port Orchard, Washington The Wataga Beach Sewer Project is very similar to the Beach Drive ' Project. It is currently under construction and ties on to the eastern end of the Beach Drive Pressure Sewer. Kennedy/Jenks helping with the planning and ULID formation process, completed the design and is currently overseeing construction. The project consists of a one -mile low pressure sewer system along beach front property in Kitsap County and the installation of 52 residential grinder pumps to replace failing onsite septic systems. Key personnel: Chuck Mayhew - Project Engineer and Resident Engineer Keith Parker - QA/QC Client Contact: Dick Fitzwater - General Manager - 360-871-6861 ULID S-10 Sanitary Sewer System Sammamish Plateau Water and Sewer District Issaquah, Washington ' Assisted with all phases of large sanitary sewer collection system project. Assisted with ULID formation, made presentations at hearings, prepared cost estimates for preliminary and final assessment roles, prepared charge -in -lieu of assessment study. Planning, design, and resident engineering for three -phased project. ■ 1st phase included over 6 miles of gravity sewers and force mains ranging up to 18-inch diameter. ■ 2nd phase included 2 pumps stations, 4 mgd ultimate capacity, variable speed drives, standby power. K:198198163mms1sect2.doc Project Experience 2-2 Kennedy/Jenks Consultants ■ 3rd phase included installation of over 200 residential grinder pumps at lakeside homes. Key personnel: Keith Parker - Project Manager Dick Guglomo - QA/QC r Client Contact: Ron Little - District Manager - 425-392-6256 Sanitary Sewer Collection System, Pump Station Design, ULID 73-1 Pierce County, Washington Kennedy/Jenks Consultants was retained by Pierce County to develop a plan to sewer the Lakewood area of the County, just south of Tacoma. Kennedy/Jenks Consultants prepared a Comprehensive Sewer Plan, based on the existing County Land Use Plan, augmented with actual house counts for the various tributary areas to arrive at the planned densities. The entire project consisted of 14 separate projects. One of the projects, the Lakefront Sewers, included over 800 residential grinder pumps serving existing homes located on three large lakes. Key personnel: Dick Guglomo - Technical Director Keith Parker - Staff. Engineer Client Contact: Don Perry - Former Utilities Director 1 for Pierce County - 253-941-1516 Monroe Street Sewer Rehabilitation City of Tacoma, Washington Prepared plans and specifications for rehabilitating 8,000 LF of sewer ranging from 18- to 30-inch diameter. Project includes locating four blocks of sewer from under houses. Bidding cured -in -place pipe, sliplining, and open trench replacement alternatives for the remainder of the sewer. Key Personnel: Keith Parker - Project Manager MaryBeth Gilbrough - Project Engineer - Client Contact - Kristy Beardemphl - 253-502-2112 K:198198163mms%s9ct2.doc Project Experience 2-3 Kennedy/Jenks Consultants I Section 3 -Project Team Kennedy/Jenks Consultants has assembled a highly qualified team with members selected to address each of the issues described in the Project Approach. Each persons project assignment is described in this section with a brief discussion of her or his experience relevant to each assignment. More detailed resumes for each project team member are included in the Appendix to this proposal. All of our proposed team members work out of our Federal Way office. Staff Assignments Keith Parker, Project Manager Keith has 20 years experience in the planning, design, and construction administration of a wide range of sewer and water system projects. He has been involved with all aspects of the Beach Drive and the Wataga Beach projects for Kitsap County Sewer District No. 5. Together these projects have brought sewers to over ' 250 waterfront parcels. He also served as Project Manager during the planning, design, and construction phases of ULID S-10 for Sammamish Plateau Water and Sewer District. This $6.5 million project brought sewers to the east shore area of Lake Sammamish and included 180 residential grinder pumps. Previously, he worked on the lakefront sewer project that was part of Pierce Countv's ULID 73-1 sewer project. Over 800 residential grinder pumps were installed at homes located on three lakes in the Lakewood area of Pierce County. He also has been involved with the design of over 50 pump stations and many miles of new and rehabilitated sanitary sewers. K:kSM8168mms\secO.doc Project Team 3-1 Kennedy/Jenks Consultants L i 1 Chuck Mayhew, Project Engineer Chuck Mayhew, a Civil Engineer, has been designated Project Engineer. Chuck has experience in the design of gravity and pressure sewer collection systems. Chuck is also the project engineer on two ULID's for Kitsap County Sewer District No. 5 (KCSD No.5) involving the formation of annexation and ULID boundaries, administration of the ULID creation, preliminary design considerations, hydraulic analysis, design, bidding and construction administration for the collection systems. He also had been involved with the design and construction of two sewer rehabilitation projects for Kitsap County Sewer District No. 5. MaryBeth Gilbrough, Staff Engineer MaryBeth Gilbrough will assist with the design of the project. MaryBeth has recently been involved with the design of new gravity sewer pipelines, as well as trenchless rehabilitation of sanitary sewers. In addition, MaryBeth has been involved in the design and hydraulic analyses of several pump stations and forcemains. Jane Ward, Permitting and Environmental Assessment Jane Ward will assist in the investigation and preparation of environmental assessments and permits as required during the project. Jane performed permit and regulations research on the Beach Drive Sewer Project in Port Orchard. Jane has over 17 years of experience in study, design, and construction management related to pipelines, water and wastewater collection and treatment. Dick Guglomo, QA/QC Dick Guglomo will assist with the technical design aspects of the project and will participate in carrying out Kennedy/Jenks' QA/QC procedures. Dick will also be a key participant in the C&CR review. Dick was the technical leader for the Pierce County Lakefront Sewer project and the Sammamish Plateau Lakefront Sewer Project. In addition, he has provided QA/QC on the majority of the sanitary sewer projects designed by the northwest office of Kennedy/Jenks Consultants. K:198198168mms1sect3.doc Project Team 3-2 ' Keith S. Parker, P.E. Civil Engineer and Technical Manager Education B.S., Civil Engineering, Washington State University, 1978 Registration Civil Engineer, Washington and California Professional Summary ' Mr. Parker has extensive experience in the overall design, cost estimating, and construc- tion management of a wide range of engineering projects. His project experience includes major sanitary sewers and pump stations, water supply and treatment, industrial waste- water treatment facilities, contaminated site investigations and remediation, and general utilities and site development projects. ' Relevant Project Experience • Pioneer Way Pump Station and Force Main System, City of Puyallup, Washington. Project Manager/Engineer for project that included a new 30 MGD pump station, reuse of an existing pump station building for controls and odor control, and conversion of a gravity sewer to a higher capacity force main.. 1 • ULID S-10 and ULID S-10 Force Main Extension, Sammamish Plateau Water and Sewer District, Washington. Project Manager for $6.5 million sanitary sewer project that included collection sewers, interceptor, two large lift stations, 180 residential grinder pumps, and a major extension of an existing force main. • Martin Way Pump Station, Lacey, Washington. Project Engineer for design of sanitary sewer pump station. Station designed for 5 MGD capacity with provisions to upgrade to 15 MGD. • ULID 73-1 Pump Stations, Pierce County, Washington. Project Engineer and Resident Engineer for two 4.0 MGD pump stations and twenty-five 0.2 to 0.7 MGD pump stations. Duties included pre -design, design, onsite inspection, shop drawing review, change order and claim negotiation, and progress payment preparation. • Monroe Street Sewer Rehabilitation, Tacoma, Washington. Project Manager for design of to rehabilitate or replace 8,000 LF of sanitary sewer currently located under housing. Design allowed cured -in -place pipe, slip -lining, and open -cut replacement. • Stormwater Pump Station, Auburn, Washington. Design of 29 MGD Stormwater Pump Station. Lincoln Avenue Pump Station, Tacoma, Washington. Design of new pump station to replace an outdated pump station. ■ Cleveland Way Pump Station Renovation, Sewer Utility Division, City of Tacoma, Washington. Project Engineer during design and construction of a renovation to 30- year-old stormwater pump station. Affiliations American Association of Cost Engineers KlbiosXkspstd.doc Kennedy/Jenks Consultants Chuck K. Mayhew ' Civil Engineer Education BS, Civil and Environmental Engineering, San Jose State University, 1995 Registration Engineer -in -Training eProfessional Summary Mr. Mayhew's background is in environmental and civil engineering with an emphasis in ' water, wastewater, chemical and biological treatment and pipeline design. He has been involved in several projects that include water and sewer pipeline design, utility infrastucture modeling, wastewater process modeling, and watershed environmental compliance. Mr. Mayhew is currently Project Engineer for the following projects: ■ Design and construction administration of a one -mile low pressure sewer system along beach front property in Port Orchard, WA. The project will replace failing onsite septic systems with a new grinder pump sewer collection system. Mr. Mayhew was involved in the annexation of territory and formation of the ULID for this project. ■ Design and construction administration of a water and sewer replacement project that in- cludes over 5,800 ft of gravity main and 5,000 ft of sewer laterals between the sewer main and the existing homes. The project will concurrently replace the water mains and services in the same area, and will be funded by a Public Works Trust Fund (PWTF) Loan. ■ Design and construction administration of the Lower Port Orchard Lift Station Improvements Project that will rehabilitate the Lower Port Orchard Lift Station and eliminate two existing lift stations. Included is the installation of approximately 1000' of gravity sewer through designated wetlands and replacement of 1,600 feet of force main from the Lower Port Orchard Lift Station. This project will be funded by a PWTF. ■ Design and Construction Administration of the $3.1 million low pressure sewer collection system along Beach Drive. Alternative collection systems were evaluated for the replacement of failing beach front septic systems. The project was funded through a ULID and a PWTF pre -construction loan. ■ Application and award of three PWTF loans totaling over $2.7 million for sewer and water improvements in 1999. . ■ Designed over 1,40011 of water line replacement for a 60 year old steel pipeline. ■ Designed trenchless rehabilitation of over 2,600 feet of 10-inch sanitary sewer. Affiliations American Public Works Association American Society of Civil Engineers Water Environment Federation Continuing Education and Training: Culvert Design for Fish Passage Haestad Methods Water Distribution Modeling \Uqc\0134nkt198W8168mww\mayhews.doc Kennedy/Jenks Consultants f] Marybeth Gilbrough Civil Engineer Education BS, Civil Engineering, Washington State University, 1991 Registration Civil Engineer, Washington, 1996 Underground Storage Tank Decommissioning Supervisor in Washington Registered Site Assessor in Washington OSHA Health and Safety Training, 64 hours total Professional Summary Ms. Gilbrough has been involved as a Project Engineer for the design of sewer pump sta- tions, sanitary sewer line rehabilitation, water reuse study, desalination plant, and water modeling projects for which she has prepared design reports, bid specifications, and cost estimates. Relevant Project Experience Wastewater and Water Reuse ■ Designed sanitary sewer line rehabilitation for Tacoma and Kitsap County Sewer Dis- trict No. 5 using the following technologies: cured -in -place pipe (CIPP), slip -lining with PVC and HDPE pipe, folded -plastic liner, pipe bursting, and open -cut replace- ment. ■ Designed upgrade to King County's 68 MGD York Pump Station. ■ Assisted in the preparation of Kitsap County Sewer District No. 5's Sewer Compre- hensive Plan. ■ Prepared specifications for Puyallup's Pioneer Pump Station and the Port of Seattle wastewater lagoon improvements. Water ■ Piloted Fe, Mn, 112S, and NH3 removal at Lakehaven Utility District's Well 29. ■ Prepared a water reuse study for Annapolis Water District to reclaim water from the Port Orchard/Kitsap County Sewer District No. 5 wastewater treatment facility for ir- rigation and groundwater recharge. ■ Prepared design for Skagit County PUD No. 130,000 gpd reverse osmosis desalina- tion plant on Guemes Island. ■ Prepared an evaluation of Lakewood Water District's chlorination program following taste and odor complaints. Kftioskgilbrough.doc Kennedy/Jenks Consultants u ' M. Jane Ward Civil/Sanitary Engineer Education BS, Chemistry, Texas Tech University, 1973 MS, Civil Engineering, Texas Tech University, 1978 ' Registration Professional Civil Engineer, Washington Professional Sanitary Engineer, Texas ' Certified Construction Specifier (CCS) Professional Summary Ms. Ward has 17 years of experience as a consulting engineer specializing in the study, design, and construction management of municipal water and wastewater facilities. Relevant Project Experience Wastewater ' ■ Project Engineer for the City of Bonney Lake, Washington's Sewer Comprehensive Plan. Responsible for planning elements, existing treatment plant analysis, and overall technical direction during plan preparation. ■ Project Engineer/Project Manager for Kitsap County Sewer District No. 5's General Sewer Plan. The completed plan will examine the existing collection system, evaluate the available system capacity and the required future capacity, establish goals and priorities for future facilities, develop and evaluate improvement alternatives, and pro- pose a schedule of improvements over the planning period. ■ Project Engineer for design and construction of improvements to existing sludge handling facilities at the Joint Wastewater Treatment Facility in Port Orchard, Wash- ington, for Kitsap County Sewer District No. 5 and the City of Port Orchard. The project includes addition of a centrifuge and screw conveyor for sludge thickening and dewatering, replacement of existing primary sludge pumps, addition of waste activated sludge pumps, and improvements to the existing Marina Pump Station. ■ Design Engineer for odor control system at renovated Pioneer Pump Station in Puyallup, Washington. ■ Project Engineer during formation of Utility Local Improvement District near Port Orchard, Washington. Project provides sewer service to homes along Beach Drive, an area experiencing a high rate of septic tank failures. ' Affiliations Water Environment Federation American Water Works Association Construction Specifications Institute \Uqc1w131mkfG8198168m%%-Mwardw&ww.doc Kennedy/Jenks Consultants 1 I Richard C. Guglomo Supervising Civil Engineer ' Education MS, Civil Engineering, San Jose State University, 1968 BS, Civil Engineering, Washington State University, 1964 ' Registration Professional Engineer qualified as a Civil and Sanitary Engineer in WA Professional Engineer, MT Civil Engineer, CA Professional Summary Mr. Guglomo's career has spanned a broad range of engineering activities. In addition to extensive design work, he has conducted investigations and participated in construction ' management as a resident engineer and a project manager. He has 32 years of varied background experience in civil engineering practice, including the design of roads and streets, subdivisions, storm and sanitary sewer systems, power ' lines, and other special facilities, water distribution systems, and general utilities. He is also experienced in process design, interfacing with existing facilities, and structural design coordination. Mr. Guglomo's chief area of expertise is the design of water and wastewater facilities, and the complete design of the various infrastructure facilities asso- ' ciated with such installations. Relevant Project Experience ■ New wastewater treatment plant design for the INYOKERN Community Services District in California. The 150,000 gpd plant has a duplex influent pump station, a rotary drum screen for large solids removal, and a two -train, two -stage aerated pond/facultative pond system. The plant is designed to treat the wastewater to an effluent BOD of 30 mg/l. The treated wastewater is infiltrated into the ground in ' percolation ponds. ■ $100 million ULID 73-1, Pierce County, Washington. Supervised facilities planning, ' site selection, design, and construction management of wastewater collection system, including 180 miles of pipeline, 27 pump stations, a pressure sewer system, and a two- mile long tunnel. ■ Chambers Creek -Clover Creek Basin Sewerage General Plan Update, ULID 73-1, Pierce County, Washington. ' Affiliations Construction Specifications Institute Instrument Society of America 11*jc1w13Vmkh98W168mwMgugloww.d= Kennedy/Jenks Consultants Gray 8Z �sborne, Inc. CONSULTING ENGINEERS October 5, 1998 Mr. Dave Christensen Wastewater Utility Supervisor City of Renton Utility Division Renton City Hall 1055 S. Grady Way, 5`h Floor Renton, Washington 98055 SUBJECT: STATEMENT OF QUALIFICATIONS FOR ENGINEERING SERVICES KENNYDALE LAKEFRONT SANITARY SEWER REPLACEMENT PROJECT CITY OF RENTON, KING COUNTY, WASHINGTON G&O #99987.29 Dear Mr. Christensen: It is our pleasure to provide the City of Renton with a Statement of Qualifications for Engineering Services for the Kennydale Lakefront Sanitary Sewer Replacement Project. We would like to take this opportunity to provide a brief introduction to Gray & Osborne and our staff. Gray & Osborne is a Washington State consulting engineering firm whose primary work over the past 65 years has been in the field of municipal utilities. Over the years, the firm has grown to include approximately 125 personnel, with offices in Seattle, Yakima, and Olympia. Gray & Osborne's staff consists of civil, mechanical, chemical, structural, and electrical engineers, and includes survey, AutoCAD, and construction management services. We are pleased to submit four (4) copies of our Statement of Qualifications (SOQ) to provide professional engineering services to the City of Renton. The SOQ includes a description of our project approach, key personnel, relevant successful experience on similar projects, and Standard Forms 254. As part of our project team, we have also included Hong West & Associates GeoSciences, Inc., a Minority -Owned Business Enterprise, for geotechnical service and Adolfson Associates for Shoreline and permit services. Gray & Osborne specializes in serving communities such as the City of Renton and utility districts, and as a result we are keenly aware of maintaining tight project budgets and meeting schedules. We invite you to contact our client references in order that you may solicit their comments regarding our performance on past projects. In addition, Gray & Osborne is one of the most cost competitive engineering firms in the market today. We take pride in keeping our overhead to a minimum. Gray & Osborne has the staff, ability, experience, and flexibility to immediately undertake the work for the Kennydale Lakefront Sanitary Sewer Replacement Project. We depend on the resources on our three Gray & Osborne offices and draw from our good relationships with outside firms to provide the very best service to our clients. Very truly yours, GRAY & OSBORNE, INC. Tony Vi olo, P.E. TV/sdm Encl. 701 Dexter Avenue N., Suite 200 Seattle, Washington 98109 (206) 284-0860 Fax (206) 283-3206 I F 1 GRAY & OSBORNE, INC. STATEMENT OF QUALIFICATIONS FOR CITY OF RENTON KENNYDALE LAKEFRONT SANITARY SEWER REPLACEMENT PROJECT Gray & Osborne, Inc. Statement of Qualifications TABLE OF CONTENTS PROFILE AND PHILOSOPHY OF GRAY & OSBORNE, INC. RELEVANT PROJECT EXPERIENCE • Washington State Parks & Recreation Commission • Mason County Department of Community Development • Pacific County • Pierce County Public Works & Utilities • North Shore Utility District REFERENCES PROJECT TEAM PROJECT MANAGER'S APPROACH STANDARD FORM 254 • Gray & Osborne, Inc. • Adolfson Associates • HWA Geosciences, Inc. Gray & Osborne, Inc. Fl 7 PROFILE AND PHILOSOPHY OF ' GRAY & OSBORNE, INC. IA F IGray & Osborne, Inc., Consulting Engineers PROFILE OF GRAY & OSBORNE, INC. Since 1935, Gray & Osborne, Inc., has been providing multi -discipline consulting engineering services to municipalities, utility districts, county, state and federal agencies. Gray & Osborne is a State of Washington corporation with ownership held by principals in the firm. Our company maintains offices in Seattle, Yakima and Olympia to serve clients throughout the State of Washington. Clients range from larger cities such as Lacey, Puyallup, Everett, Lynnwood and Vancouver, to communities with populations of less than one thousand. We have also provided services to Pierce, Snohomish, Mason, Skagit, Clark and Yakima Counties, the Washington State Departments of Health, Parks, and Corrections, as well as Fort Lewis Public Works. We recognize that public works projects require a dedication to service and a commitment to excellence. Since its inception, the primary objective of the firm has been to develop and maintain a close, working relationship with our clients to provide personal, professional service on each project. For every project Gray & Osborne designates a principal of the firm as project manager with direct responsibility for all work. The project manager is available to assist the client on a daily basis. Our commitment to excellence, service, and client satisfaction remains unchanged regardless of community and project size. Gray & Osborne has earned a reputation for developing innovative, cost effective, and environmentally sound solutions. We have a combined staff of over one hundred forty five full-time employees, including forty-four licensed professional engineers, two professional land surveyor and two survey crews, and twenty-three resident engineers (four of which are licensed engineers). Gray & Osborne provides the in-house capability to meet all our client's needs by having civil, environmental, sanitary, hydraulic, chemical, architectural, structural, mechanical, and electrical engineers; surveyors; AutoCAD, Drafting and GIS technicians; and resident inspectors on staff, thereby reducing costs while providing a high quality product. At the same time, the firm has one of the lowest and most competitive overhead rates in the industry. PHILOSOPHY OF THE FIRM Fundamental to Gray & Osborne's philosophy is recognition of the importance of client service and satisfaction. This recognition comes from the experience of serving municipalities, utility districts, and county, state and federal agencies for 65 years. At Gray & Osborne we make a pro -active effort to remain mindful of the importance of client service and effective communication. We believe the best service we can provide is a sensitivity to the needs of our clients. It is a measure of our success that not only have a number of our clients retained our services for over 50 years, but that most of our work is repeat business. It is this commitment to client service and satisfaction, the effort we make to remain mindful of it's importance, to understand the issues affecting our clients, to provide personalized service and to function as a member of your team, that distinguishes Gray & Osborne in this highly competitive industry. ♦ Client Service ♦ Communication ♦ Teamwork Gray & Osborne, Inc. Consulting Engineers CONSULTING ENGINEERS Public Works Consultants Since 1935 WATER SYSTEMS Water Comprehensive Planning Hydraulic Modeling Water Treatment Design Storage & Distribution Groundwater Supply & Treatment Reservoir & Dam Design Disinfection Pilot Plant Studies Irrigation WASTEWATER SYSTEMS Sewer Comprehensive Planning I/I Studies Hydraulic Modeling Sewer Rehabilitation Wastewater Treatment Plant Design Effluent Disposal Outfall Design Biosolids Septic System Testing & Evaluation Wastewater Reuse ' STORMWATER Stormwater Management Hydraulic & Hydrologic Modeling ' Storm Drainage Detention Systems Sedimentation & Erosion Control Utility Formation ' Fisheries Mitigation TRANSPORTATION & UTILITIES Roads, Streets & Highways Surveying, Mapping & Photogrammetry Facility Layout & Site Design Utility Location & Design Boardwalks & Piers Site Planning 11 ELECTRICAL SYSTEMS 11 Electrical Comprehensive Plan Electrical Transmission & Design Instrumentation & Control SCADA Emergency Power Systems SPECIALITY SERVICES Structural & Mechanical Design Construction Management Computerized Modeling & Design Infrastructure Planning & Management Capital Improvement Planning Architectural Services Grant & Loan Applications Interlocal Agreements Utility Rate Studies Public Meetings Local Improvement District Annexations Plan Review Services Company President and Seattle Office Manger Tony Vivolo, P.E. 11 Water Systems Tom Zerkel, P.E. Tom Peters, P.E. Jeffery Stevens, P.E.* Mike Rohrich, P.E.* Art Griffith, P.E. John Ryding, P.E. Hiep Mai, P.E. Sam Dilly, P.E..* Russ Porter, E.I.T. Jeff Smith, E.I.T. Dan Haller, E.I.T.* Cela Fortier, E.I.T. Mike Johnson, E.I.T. Transportation and Utilities Tim Osborne, P.E. Ken Enns, P.E. Tamara Nack, P.E. Ron Cameron, P.E. Andy Dempsey, P.E. Shawn O'Malley, P.E. Scott Bickel, P.E. Larry Julius, P.E.* David VanCleve, P.E.* Terry Martin, P.E. Greg Lockwood, E.I.T.* Nicole Fortier, E.I.T. Dominic Miller, E.I.T. Randy Raymond, E.I.T. Joanne Ethridge, E.I.T.* Brian Sourwine, E.I.T. Blake Olofson, E.I.T. Terry Ward Julio Renteria* Steve King IFYakima Officer Manager Morie Block, P.E.* Wastewater Systems John Wilson, P.E. Harry Sellers, P.E. Tom Coleman, P.E.* Ken Alexander, P.E. Doug Welch, P.E. Bjarne Jacobsen, P.E. Mark Henley, P.E. Eric Nutting, P.E. Cam Meriwether, P.E. Bob Devaney, P.E. Jay Swift, E.I.T. Ron Slabaugh, E.I.T.* Lorena Mrachek Chris Kirkendall Mark Nagel Architectural, Structural, and Mechanical Glenn Malubay, P.E. Ron Cook, P.E. Frank Chung, P.E. Joe Miller, P.E. Patricia Callaghan, P.E. Jon Hinton, I.D. John Burkhalter, E.I.T. Michael Aliaga, E.I.T. Diana Buher, E.I.T. David Liu Electrical Larry Reisinger, P.E. Keith Lane, E.I.T. Gary Mullin Survey William Annfield, P.L.S.* Fred Harmon, P.L.S. Don Eggerud Stormwater Planning and Design Mike Jauhola, P.E. Nancy Lockett, Ph.D, P.E. Warren Perkins, P.E. Roger Kuykendall, P.E. Greg Harem, P.E. Barry Baker, E.I.T. Stacey Clear, E.I.T. Noah Chambreau Brian Murray Paul Soboleski, P.E.* Greg Wilson, P.E. * Construction Management Jon Wiese, P.E. Jerry Kessler, P.E. Dennis Covell, P.E.* John Warner John Winden Joe Kremen Jim Aberle William Newell Ben Lazo Jim Conway Bill Locke* James Smith* Ron Berger Tom Lyon Tom McGough* Cliff Harshman Tom Sandwick Bill Bargen* Jack Baldwin Jar ad Knudson Denny Sumner Offices in Seattle & Yakima Yakima Office * RELEVANT PROJECT EXPERIENCE I Gray & Osborne, Inc. RELEVANT PROJECT EXPERIENCE Project Name and Location: Owner's Name, Address, and Phone: Sewer System Improvements Washington State Parks and Recreation Commission Deception Pass State Park 7150 Cleanwater Lane Island County, Washington P.O. Box 42669, Olympia, WA 98504-2650 (360) 902-8500- Project Description: Gray & Osborne, prepared a feasibility study for State Parks to address the condition of on -site wastewater disposal systems at Deception Pass State Park, and to recommend a long-term plan for disposing of wastewater. The Park had a series of campgrounds and comfort stations that were served by septic tanks and drainfields. Space for expansion of these systems was limited. Therefore, the plan addressed several alternatives including repair and replacement of the existing on -site systems, construction of a sanitary sewer system and treatment facility, or construction of a sanitary sewer system and transmission to NAS-Whidbey. After extensive negotiations with the Department of Navy, the plan for pumping the Park's wastewater to NAS-Whidbey was approved. Plans for a grinder pump and transmission system were prepared to replace the on -site disposal systems. The improvements included fourteen (14) grinder pump stations, a headworks facility, one main pumping station, and associated piping, valves, and electrical. Bids were received in July 1996 and State Parks dedicated the improvements in July 1998. Project Reference: Tom Boyer, P.E., Andy Gerst, P.E. 7150 Cleanwater Lane Olympia, Washington 98504 (360) 902-8621 Gray & Osborne, Inc. Consulting Engineers RELEVANT PROJECT EXPERIENCE Proiect Name and Location: North Bay/Case Inlet Water Reclamation Facility and Collection System, Mason County Proiect Description: Owner's Name, Address, and Phone: Mason County Department of Community Development Building 1, 411 North 5th Street Shelton, Washington (360) 427-9670 North Bay - Case Inlet (Mason County) Water Reclamation Facility and Collection System In 1991, Mason County conducted on -site sanitary surveys along North Bay - Case Inlet in Mason County. About 113 sites were surveyed with the result that 40 of the systems failed, 38 were considered operation, and 35 were considered suspect. Subsequent repairs ordered by the Mason County Health Department have resulted in some improvement, but as of 1998 North Bay shellfish harvesting is on a restrictive and conditionally approved basis only. As a result of these surveys, facility planning approved by the Department of Ecology, and funding assistance provided by Rural Development and Ecology, a collection system has been designed to serve the shoreline areas of North Bay. During the planning phase of the ' project, alternatives for the alignment of the sewer pipeline were considered and evaluated. These included the location within the existing right-of-way maintained by the Department of Transportation and Mason County or along the tidelands managed by the Department of Natural Resources. Location in the tidelands was particularly considered for a vacuum -type collection system. The tidelands alternative was rejected due to the cost of construction, difficulty of permits, inaccessibility for maintenance, and lack of ' public support. An advisory committee of residents of the area considered this issue, among others, as part of its recommendations for the project. The proposed alignment will follow the existing rights -of -way maintained by DOT and Mason County. Each ' residential unit will have a grinder pump unit and a small diameter force main connecting to the force main located within the rights -of -way. The estimated construction cost for this work is $5.7 million. The project has received its Hydraulic Project Approval (HPA) and completed its shoreline review. The franchise agreement with DOT is in process. Project Reference: Mr. Gary Yando, Director Mason County Department of Community Development (360) 427-9670 Gray & Osborne, Inc. ' Consulting Engineers RELEVANT PROJECT EXPERIENCE ' Proiect Name and Location: Owner's Name, Address, and Phone: Eklund Park Sewer Pacific County Department of Public Works ' System Upgrade P.O. Box 66 South Bend, Washington (360) 875-9360 Proiect Description: Eklund Park is a platted development in Pacific County, consisting of over 500 single lots. In 1993, Department of Health (DOH) declared the area a sever public health hazard. DOH recommended that no further development be allowed with Eklund Park until adequate sewage treatment facilities were provided. Gray & Osborne worked with Pacific County and various funding agencies to develop a plan to provide a sewer collection system. The collection system consisted of a combined gravity and low pressure sewer system. The low pressure system was comprised of grader pumps located in areas determined unsuitable for gravity due to the excess trench depths required. The construction cost for the project was $1.2 million. M Proiect Reference: Mr. Dennis Cearns P.O. Box 66 South Bend, Washington (360) 875-9360 1 Gray & Osborne Inc. ' Consulting Engineers RELEVANT PROJECT EXPERIENCE Proiect Name and Location: ULID 90-4 Off -Site Wastewater Facilities Proiect Description: Owner's Name, Address, and Phone: Pierce County Public Works and Utilities 9116 Gravely Lake Drive S.W. Tacoma, Washington (253) 798=4050 ' This project includes 30,000 lineal feet of parallel 18" and 24" HDPE force mains and 17,000 lineal feet of low pressure/gravity HDPE/PVC (AWWA C905) pipeline. Approximately 25,000 lineal feet of the alignment is on the Fort Lewis Military Reservation adjacent to Puget Power and Tacoma City Light transmission lines. The alignment also crosses several site sensitive areas and existing stormwater, wastewater, water, and natural gas transmission mains. The remaining 22,000 feet of the alignment is in public right-of-way. This project also includes a 8.3 MGD pump station with odor control facilities. This project included the preparation of Environmental Assessment, Environmental Impact Statement, Engineering report and order control analysis. The project construction cost is estimated at $13.8 million and is scheduled for completion in the early part of the year 2000. Proiect Reference: Tony Tipton ' Pierce County Public Works and Utilities 9116 Gravely Lake Drive S.W. Tacoma, Washington (253) 798-4050 Gray & Osborne, Inc. Consulting Engineers RELEVANT PROJECT EXPERIENCE Project Name and Location: Holmes Point Trunk Sewer Interceptor Proiect Description: Owner's Name, Address, and Phone: North Shore Utility District 12019 Holmes Point Drive N.E. Kirkland, Washington (425)486-3278 Gray & Osborne prepared the plans, specifications, and cost estimates for approximately 12,000 feet of 30-inch ductile iron sewer line beneath the surface of Lake Washington. The pipeline extends from 93rd Avenue N.E. to 120th Street. The work included preparation of environmental documents and permits from the Department of Fish and Wildlife, Corps of Army Engineers, and Department of Natural Resources. Proiect Reference: Mr. Ron Gehrke 12019 Holmes Point Drive N.E. Kirkland, Washington (425) 486-3278 Gray & Osborne, Inc. . Consulting Engineers REFERENCES Gray & Osborne, Inc. References The table that follows provides five references for project work performed by Gray & Osborne in the last five years: CLIENT :' �:, PROJECT DESCRIPTION REFERENCE;: . WA State Dept of Corrections Larch Corrections Center, Bob Bergquist 86,000 gpd Wastewater Environmental Manager Treatment Facility (360) 753-3975 WA State Dept of Social and Indian Ridge Youth Camp, Julie Nakahara, P.E. Health Services 21,000 gpd Wastewater Project Manager Treatment Facility (360) 902-7274 WA State Parks and Deception State Park Tom Boyer, Chief Engineer Recreation Commission Wastewater System WA State Parks & Recreation Commission (360) 902-8618 City of Puyallup On -Call Engineering Services Tom Heinecke, Public Works Director (253) 841-4321 Mason County North Bay Wastewater Gary Yando, Director of Reclamation Facility Community Development (360) 427-9670 PROJECT TEAM Gray & Osborne, Inc. PROJECT TEAM Gray & Osborne is a multi -disciplinary firm with the experience, knowledge, and staff to provide the design and construction management services for the Kennydale Lakefront Sanitary Sewer Replacement Project. Gray & Osborne is capable of meeting most of the requirements for these projects with its in-house staff. For geotechnical services we have included Hong West & Associates (MBE) and Adolfson Associates (WBE) or shorelines and permitting issues as subconsultant. At Gray & Osborne, Inc. we apply a "team" approach in dealing with the public as a representative of our client's staff. Therefore, to be effective, we take special care to stay informed and aware of the client's needs, concerns, priorities, and politics. In addition, each project receives the prompt and personalized attention by a senior staff member of our firm. This dedication to professionalism is a distinguishing factor which characterizes Gray & Osborne. The success of this approach can be measured by the length of service to our clients, many of whom have retained Gray & Osborne for over 50 years. A project team chart is presented on the following page and a brief discussion of the team's qualifications and assigned roles are shown below: Tony Vivolo, P.E., Quality Assurance/Quality Control Mr. Vivolo is the President of the firm and is responsible for quality assurance. Tony has close to 30 years experience supervising the planning, design, and construction management of municipal public works facilities. Tony was project engineer for the City of Puyallup's WWTP upgrade (11 mgd) and the project manager for the City of Lynnwood's WWTP upgrade (7.4 mgd). Tony has directed and managed small and large projects for wastewater conveyance, pumping, and treatment. He has supervised wastewater treatment projects involving activated sludge, oxidation ditches, sequencing batch reactors, rotating biological contactors, and facultative lagoons. Tony resides in the Seattle office and will be responsible for quality assurance for the Kenndydale Lakefront Sewer Replacement Project. Ken Enns, P.E., Project Manager Mr. Enns is a Principal with the firm, resides in the Seattle office, and will be Project Manager for the Kenndydale Lakefront Sewer Replacement Project. Ken will exercise direct responsibility for the performance of our project team. He will be responsible for the supervision and coordination of all project personnel, assignment of tasks, and monitoring of the project's progress. He has managed wastewater planning, conveyance systems and construction for the Cities of Lynnwood, Lacey, Silver Lake, Mukilteo, and Woodinville Water District. Ken has experience with grinder and STEP systems, air and liquid monitoring for hydrogen sulfide, and implementation of designs to mitigate odors and corrosion within sewer systems. Ken is particularly experienced with large and small capacity sewer force mains, gravity lines, and pump stations. Gray & Osborne, Inc. Harry Sellers, P.E., Analysis Of Options Mr. Sellers is a Principal of the firm, resides in the Seattle office, and an Environmental Engineer with experience in the preparation of engineering reports and facilities plans for wastewater treatment and conveyance facilities. Harry's role in the project is to assist in the preparation of a predesign report and evaluating the options for sewer replacement and maintenance. In addition, he will be responsible for insuring that the necessary permits for the project are received in a timely manner. Harry has worked on a variety of projects including comprehensive wastewater system planning and engineering reports, construction management, facilities planning, rate studies, and in the preparation of design plans and specifications for both water and wastewater projects. Harry's most recent wastewater treatment and collection system experience includes Hartstene Pointe Wastewater Treatment Plant Upgrade, North Bay/Case Inlet Water Reclamation and Collection Facilities, and the Belfair/Lower Hood Canal Water Reclamation Facility Plan. Scott Bickel, P.E., Project Engineer Mr. Bickel resides in the Seattle office and will be the project engineer. He will be responsible coordinating the predesign and design phase of the project to include preparation of alternatives, plans, cost estimates, and specifications. In addition, he will conduct on -site investigations to assist in the development of potential options. Scott has experience in planning alternatives for wastewater conveyance facilities, design of force mains, gravity pipeline and pump stations. Scott's most recent wastewater experience includes 50,000 feet of pressure and gravity pipe for Pierce County Public Works and Utilities, sewer rehabilitation for the City of North Bend and Department of Social and Health Services. Scott's expertise includes trenchless technology and sewer rehabilitation methodologies. Frank Chung, P.E., Hydraulic Analysis ' Mr. Chung is a hydraulic engineer with 15 years of experience in design of wastewater treatment plants and water treatment facilities. Frank has participated in conveyance alternatives and hydraulic analysis for sewer systems for North Bay/Case Inlet, Deception Pass State Park, and the Cities of Darrington and Burlington. Frank has also provided pump station designs for the Cities of Lynnwood and Langley, and Pierce County Public Works and Utilities. Frank resides in the Seattle office. Glenn Malubay, P.E. Structural Support ' Mr. Malubay brings 12 years of structural and project management experience to the firm. Glenn's structural experience covers a wide range of projects that includes educational, institutional, commercial, industrial, and municipal facilities. His experience on these projects includes the construction of steel and metal buildings, and wood, concrete, and masonry structures. At G&O, Glenn is responsible for the design, analysis, and value engineering of structural components for municipal facilities. Glenn will be ' Gray & Osborne, Inc. I evaluating existing structures and/or new structures related to the development of alternatives for sewer replacement. Glenn resides in the Seattle office. John Burkhalter, E.I.T. Design Engineer Mr. Burkhalter has experience designing wastewater treatment and collection systems. John's relevant project experience includes grinder pump collection systems for the City of Raymond, Eklund Park, and Hewitt Addition; a STEP system retrofit for Wollochet Harbor Sewer District; and a Predesign Report on grinder pump feasibility for Mason County. Mr. Burkhalter has also conducted odor studies and provided designs for STEP systems and other wastewater collection facilities. These projects include the STEP System Odor Control Study and design of nitrate addition and soil filter facilities for the City of Lacey; the biofilter system for headworks receiving grinder pump influent for the Washington State Department of Parks and Recreation; and oxygen and nitrate addition facilities for 30,000 lineal feet of dual 18" force main for Pierce County. John resides in the Seattle office and will be assisting in the design analysis and preparation of plans, specifications, and cost estimates. ' Fred Harmon, PLS, Survey Mr. Harmon is an experienced professional land surveyor and has over 20 years experience in survey and mapping. Fred currently teaches these disciplines at the community college level. Fred resides at the Seattle office and will provide coordination for survey activities related to the Kennydale lake front sewer replacement project. ' Adolfson Associates, Shoreline and Permit Issues r] Adolfson Associates, Inc. (AAI) was established in 1987 as an environmental consulting firm specializing in water quality analysis and planning, natural resource management, and environmental documentation. AAI has gained a reputation for working with clients to identify issues and concerns and the development successful solutions. AAI is a certified Woman Business Enterprise with offices in Seattle, Cle Elum, and Portland Oregon. AAI has a combined staff of over 20 scientists, planners, and technicians. This staff possesses a high degree of expertise in water resource management, natural sciences, wastewater facilities management, land use planning, and environmental impact analysis. AAFs multidisciplinary team fully understands and can effectively negotiate the complex array of regulations that govern environmental issues. AAI will provide assistance with environmental documentation and regulatory and permit requirements. Hong West & Associates Geosciences, Inc., Geotechnical Evaluation Hong West is a certified minority business enterprise and provides geotechnical engineering services for construction projects from initial planning to final design and construction. Hong West soils engineers and engineering geologists provide data to assist engineers in determining the most cost-effective foundation designs and construction Gray & Osborne, Inc. techniques for a proposed project. Data provided by HWA Geoscience will assist with the preliminary construction cost estimates and facility siting. 1 Gray & Osborne, Inc. CITY OF RENTON KENNYDALE LAKE FRONT SANITARY SEWER REPLACEMENT PROJECT HARRY SELLERS, P.E. OPTION ANALYSIS GLENN MALUBAY, P.E. STRUCTURAL DESIGN CITY OF RENTON FRANK CHUNG, P.E. HYDRAULIC DESIGN STEVE BINGHAM ADOLFSON ASSOCIATES SHORELINES, ENVIRONMENTAL PERMITS KEN ENNS, P.E. PROJECT MANAGER TONY VIVOLO, P.E. QA/OC SCOTT BICKEL, P.E. PROJECT ENGINEER JOHN BURKHAULTER, E.I.T. DESIGN ENGINEER RALPH BOIRUM, P.E. HWA GEOSCIENCES INC. GEOTECHNICAL EVALUATION I FRED HARMON, PLS I SURVEY 4Ga► 141 Crxwt 8z Osbmmw5e' I� CONSULTING ENGINEERS � T ONY VIVOLO, P.E. President/Principal EDUCATION B.S. - Seattle University B.S.C.E. - Seattle University PROFESSIONAL REGISTRATION ' Registered Civil Engineer - Washington PROFESSIONAL ASSOCIATIONS American Society of Civil Engineers Water Pollution Control Federation American Water Works Association PROFESSIONAL SUMMARY Mr. Vivolo has been with Gray & Osborne since 1970, prior to which time he served over four years in the U.S. Army. He is a Vietnam veteran awarded a bronze star and army commendation medal. He has over twenty-seven years of experience as Project Manager and Design Engineer in the comprehensive ' planning, design and construction management of engineering projects for municipal, state and federal agencies throughout Washington. He has provided planning, financial analysis, design, construction management and start-up services, as well as operation and maintenance for new and existing sanitary sewer systems and over twenty wastewater treatment facilities, ranging in size from 14 million gallons per day to 100,000 gallons per day. He has provided the same services for potable water systems and has provided Project Management and Design Services for over ten water treatment facilities (to 100 MGD). He has developed funding alternatives for various communities including ' system development charges, rate ordinances, loan and grant alternatives and management plans. Mr .Vivolo has provided regional water and wastewater planning and has developed interlocal agreements with public agencies throughout Washington State. He has provided contractor claim analysis and review for municipal clients. He has served as a member of municipal teams on the evaluation of privatization of municipal facilities. He currently is a member of the Department of Ecology editorial committee to update the State Criteria for Sewerage Works Design Manual. He is an active member in the Small Town Environmental Program (STEP). He presently serves as Company President and Office Manager of our Seattle Office. I Gray & Osborne, Inc. I I KENNETH E. ENNS, P.E. Project Manager/Principal EDUCATION 1964 - A.A. Otereo Junior College, La Junta, Colorado REGISTRATION Registered Civil Engineer; Washington, Oregon PROFESSIONAL ASSOCIATIONS American Society of Civil Engineers American Water Works Association PROFESSIONAL SUMMARY Since joining the firm in 1966, Mr. Enns has participated in a variety of projects including water distribution and wastewater collection systems, roadway and storm drainage projects, bridges, water and wastewater treatment facilities. The work has included feasibility studies, design, contract drawings and specifications, construction observation and project management. Major projects Mr. Enns has been involved with include, the 100 MGD water filtration facility and pipelines for the City of Everett which was the largest treatment facility constructed in the northwest, 48" penstock for a hydrogeneration project for the Farmer's Irrigation District, and the Metro Redmond Connection project which included a pump station and force mains for the transfer of 68 MGD of flow between drainage basins. During a period of time away from the firm, Mr. Enns was employed by a major pipe manufacturer. His responsibilities included assisting owners, engineers and contractors in the application and design of steel and concrete pressure pipes ranging in diameters from 12 inches to 144 inches. • Pierce County Department of Utilities included an 8.5 MGD pump station with 30,000 LF of parallel force mains and 20,000 LF of pressure/gravity sewers. Project included odor mitigation, construction in environmentally ' sensitive areas and work on easements on Fort Lewis Military Reservation. • Alderwood Water District, North Creek Trunk Sewer included approximately 7,500 LF of 30-inch and 36-inch gravity sewers constructed on easements to depths of over 25 feet. • Metro Redmond Connection included 8,500 linear feet of parallel 30-inch and 48-inch sewer force main constructed within BNRR right-of-way. Project included boring under a freeway and several major streets, construction in environmentally sensitive areas, installation of the pipeline on pilings, and depths of cover up to 15 feet. • Alderwood Water District, ULID 92-1 included approximately 18,000 of 8 ' and 10-inch gravity sewer in which approximately 10,000 feet was constructed on easements and site sensitive areas. 1 Gray & Osborne, Inc. ' TT BI KEL P.E. SCO C ' Project Manager/Project Engineer EDUCATION B.S.C.E. - Saint Martins College, 1985 MEM - Saint Martins College, 1995 REGISTRATION ' Civil Engineer, State of Washington, 1990 PROFESSIONAL SUMMARY Mr. Bickel has been with Gray & Osborne since 1989. He has participated in the planning, design and construction of water and wastewater conveyance systems. In addition, he has been responsible for managing and coordinating with ' subconsultants in the development of Environmental Impact Statements, geotechnical evaluations and aerial/GPS mapping. For the past five years Mr. Bickel has been actively involved in researching and tracking the various trenchless technologies for installing underground utilities. He has developed plans and specifications for micotunneling, pipe bursting and evaluated other methods such as fold inform and curied in place. ' Representative projects to which Scott has contributed are noted below: • Pierce County Department of Public Works and Utilities, ULID 90-4 wastewater conveyance system. Included a 8.3 million gallon per day pump station and with 30,000 feet of parallel force mains, 20, 000 feet of low pressure/gravity sewers, odor control facilities and 700 feet of tunneling. Project included development of environmental assessments, EIS, engineering report, plans and specifications. This work also required coordination with five distinct jurisdictions. ' • Department of Social and Health Service, sewer rehabilitation project. Included preparation of a design report, pipe bursting 900 feet of 12 inch pipe, 2,000 feet of gravity sewers and grinder facilities. • City of North Bend, sewer rehabilitation project. Included 5,500 feet of gravity sewers ranging in size from 8-inch to 15-inch • City of University Place, roadway improvements. Included 4,500 feet of road widening, storm drainage upgrades and utility relocation. In addition, conducted public meetings to address impacts to private properties and developed strategies to minimize impacts. • City of Langley, wastewater treatment facilities. Included a new wastewater treatment plant, site development, two 400 gpm pump stations, 6,000 feet of 8-inch force main, 6,000 feet of 12-inch gravity effluent pipe and underwater outfall. IGray & Osborne, Inc. JOHN A. BURKHALTER Civil Engineer EDUCATION B.S.A.A. - University of Washington, 1991 M.E.C.E. - University of Maine, 1994 PROFESSIONAL REGISTRATION Engineer in Training, Washington, 1995 EXPERIENCE John has been with Gray & Osborne for two years after completing an advanced degree. Mr. Burkhalter has specialized in water and sewer system projects, including comprehensive plans, design of pump stations, treatment plant facilities, sewer lines, and engineering reports. Mr. Burkhalter has devoted a significant amount of time to pump station design. Mr. Burkhalter has also conducted odor control studies in collection system and associated structures. Representative projects to which John has contributed are included below. • Influent Pump Station, Ilwaco WWTP, City of Ilwaco, Pacific County, Washington. • Residential Pump Station, City of Raymond, Washington. • Odor Control Facilities, Deception Pass State Park, Washington State Parks Dept., Washington. • Tukwila pump station 6 and 7 Capacity Evaluation, City of Tukwila, Washington. • Water Reclamation Facility, City of Royal City, Washington. • STEP System Odor Control Study, City of Lacey, Thurston County, Washington. • Sludge thickening and non -potable water system facilities Sultan WWTP, City of Sultan, Snohomish County, Washington. • Headworks, Puyallup WWTP, City of Puyallup, Washington. • HVAC Ilwaco WWTP, City of Ilwaco, Washington. CHI-FENG (FRANK) CHUNG, P.E. Project Manager EDUCATION B.S.C.E. - Taiwan Cheng-Kung University M.S.C.E. - Taiwan Cheng-Kung University M.S.C.E. - University of Washington REGISTRATION Registered Civil Engineer - Washington Registered Environmental Engineer - Taiwan PROFESSIONAL ASSOCIATIONS American Institute of Civil Engineers Water Environment Federation American Water Works Association PROFESSIONAL SUMMARY Mr. Chung has been with Gray & Osborne since 1988, prior to which time he returned to school for four years after serving in a Taiwanese government agency and engineering consulting firms. He has over fifteen years of experience in industrial and municipal water and wastewater engineering, including pilot plant study, process selection, design, equipment startup, field engineering, construction management, and process testing and commissioning. Projects include: • Project Engineer, Design and Hydraulics Analysis, City of Lynnwood, 7.5 MGD, Activated Sludge Wastewater Treatment Facility. • Project Engineer; Design and Hydraulic Analysis, City of Lynnwood, 6000 gpm, wastewater pump station. • Project Engineer; Design and Hydraulic Analysis, City of Lynnwood, 3000 gpm, wastewater pump station. • Project Engineer, upgrade of wastewater treatment facility, Tulalip Indian Reservation, Washington. • Project Engineer, upgrade of wastewater treatment facility, Shelton Correction Center, Washington State Department of Corrections. • Project Engineer, Hydraulic Analysis, wastewater collection system, North Bay Facility Plan, Mason County, Washington. Gray & Osborne, Inc. ' GLENN M. MALUBAY P.E. ' Project Manager EDUCATION BSCE - Gonzaga University, 1973 ' PROFESSIONAL REGISTRATION Registered Civil Engineer - Washington PROFESSIONAL AFFILIATIONS Structural Engineers Association of Washington ' EXPERIENCE Mr. Malubay is responsible for the structural design of wastewater and water treatment facilities and miscellaneous structures. He has over 12 years of structural engineering and management experience. Mr. Malubay's experience covers a variety of structural projects including educational and institutional facilities, commercial, industrial, and residential structures. His design responsibilities include the structural analysis and design, and the preparation and estimation of construction documents for wood, masonry, concrete and steel ' structures. Mr. Malubay's extensive management experience allows him to coordinate the efforts of the firms diverse technical disciplines on each project, enhancing Gray "team and Osborne's philosophy of work". Representative projects to which Glenn has contributed include: • Hartstene Pointe Wastewater Treatment Facility, Hartstene Pointe Maintenance Facility Building, City of DuPont • Pierce County ULID 90-4 Offsite Wastewater Facilities, DuPont, WA • Stormwater Treatment Facility, Fort Lewis, WA • Storage Building 3099, Fort Lewis 1 • Supply and Storage Warehouse for 2/75 Ranger Battalion, Fort Lewis, WA • Composting Bed, City of Granite Falls • Wastewater Treatment Facility, City of Zillah • Water Filtration Plant, City of Prosser 1 IGray & Osborne, Inc. ' FREDERICK C. HARMON Professional Land Surveyor EDUCATION Continual on -going professional and technical survey educational programs, courses, seminars and workshops. Mr. Harmon has taught Surveying Technology in the Civil g En ineerin Program g g at South Seattle Community College, developed and conducted in-house and ' industry computer and survey seminars and training programs I REGISTRATION Professional Land Surveyor, Washington State, 1978, No. 17667 PROFESSIONAL ASSOCIATIONS Washington State GPS Users Group American Congress on Surveying and Mapping American Society for Photogrammetry and Remote Sensing ' EXPERIENCE Mr. Harmon has over 27 years of comprehensive surveying experience in Geodetic Control, Cadastral, Topographic, Boundary, Subdivisions and Construction surveys. He specializes in geodetic control survey for large cadastral and other projects utilizing GPS equipment and is well versed in terrestrial observation utilizing total station with electronic data collection, data transfer and automated data reduction. He routinely works with a variety of software such as AutoCAD, GPSurvey, Trimnet-plus, Softdesk, Starnet, Network, Lewis & Lewis Cogo, Access, Excel, Word, Power Point, and Windows. He is conversant with integrated computer applications and has extensive experience in the installation, configuration and maintenance of computer systems. His project management skills include scheduling, budget control, project team direction and coordination, and client interface. ' SUMMARY OF EXPERIENCE • 25 Years Experience in professional land surveying including both field & office work in cadastral, topographic, boundary, subdivisions, and all types of construction surveys. • 25 Years Experience in sewer and water line topo and construction staking ' some of which while working for URS, ST Engineering, Ruskin Fisher and Assoc. 0 8 Years Experience as Global Positioning System (GPS) Project Director. Gray & Osborne, Inc. 1 I 1 fl I U�1 HWAGEOSCI E NCES INC. RALPH N. BOIRUM, RE PRINCIPAL GEOTECHNICAL ENGINEER EDUCATION M.S., Civil Engineering, University of Illinois, 1973 B.S., Civil Engineering, University of Illinois, 1972 PROFESSIONAL REGISTRATIONS Professional Engineer: Washington, 1976; Alaska, 1980 EXPERIENCE Mr. Boinim joined HWA GeoSciences Inc. in 1995, after more than 21 years with Shannon & Wilson, Inc. During those years, he acquired well-rounded experience working on more than 2,000 geotechnical engineering projects ranging from small residential jobs to large transportation projects and heavy industrial plants. These projects have included field explorations, design studies, contract drawings and specifications, and report preparation. He has followed many of these projects through construction and has extensive experience in foundation and earthwork construction. ' Renton Treatment Plant, Phase III Expansion, Renton, Washington. Managed geotechnical studies for the earth work, support of structures with both stone columns and fully compensated mat foundations, shoring with sheet and secant piles, drainage and pavement design, review of Contractor's submittals, and construction monitoring services for the $150 Million expansion. Additional services included geotechnical studies for the ' creation of a wetland in an area adjacent to the Plant to provide biological treatment. Denny Way/Lake Union CSO Control Project, Seattle, Washington. Principal geotechnical engineer for an on- going study for a new CSO in downtown Seattle. The project includes providing design recommendations for several pipelines, five of which will be constructed using trenchless techniques. As part of the exploration plan, Mr. Boirum directed horizontal directional drilling operations to evaluate soil conditions beneath several active railroad lines. ' Eastside Interceptor Project, Renton, Washington. Principal geotechnical engineer for an on -going study for improving the capacity of the existing eastside interceptor. The project's focus is to develop alternatives for upgrading an existing 108-inch diameter wastewater pipeline which extends through downtown Renton. Mr. Boinun brings to the design team his extensive local experience as well as his expertise in trenchless tecluuques. North Creek Diversion Project, King County, Washington. Provided geotechnical design recommendations for a three mile long project of dual 36-inch sewer lines extending beneath SR522, several BNRR tracks and the Sammamish River. Evaluated alternative methods of excavation along sections of the alignment, including open - cut, pipejacking, microtunneling, directional drilling and sheetpile cofferdams. Special recommendations were provided for section of the alignment traversing highly compressible organic soils. Tolt Pipeline No. 2, Phase IV, King County, Washington. Managed the geotechnical investigation for a ' proposed 6Y2-mile, 54" diameter pipeline extending from Woodinville to Lake Forest Park, Washington. Provided geotechnical recommendations relating to construction issues including the use of trenchless methods for stream and roadway crossings. ' Richmond Beach Flow Transfer Project, King County, Washington. Managed evaluation of route alternatives, explorations, and design studies for selected route. The project included approximately 28,000 linear feet of sewer line (force and gravity) and two major lift stations. The pipeline crosses established residential and commercial ' areas, very soft ground conditions, and steep slopes. I I STEPHEN H. BINGHAM EDUCATION M.B.A., University of Washington, 1972 B.S., Biological Oceanography, University of Washington, 1969 PROFESSIONAL ASSOCIATIONS The Coastal Society Marine Technology Society PROFESSIONAL SUMMARY Stephen Bingham joined Adolfson Associates, Inc. as an Associate and Senior Scientist in January, 1988. Mr. Bingham is an Environmental Scientist with over 18 years of consulting experience. He has prepared numerous Environmental Impact Statements as well as Checklist, Environmental Assessments and Environmental Information Documents. RELEVANT EXPERIENCE SR-20 NEPA Environmental Impact Statement, Washington State Department of Transportation. Project Manager, widening and realignment of SR-20 near Deception Pass in Skagit County. Determining impacts to wetland, water quality, fisheries, sensitive plant and animal species, construction -related impacts, park use and resident relocation. • SR-530 (Montague Creek to Hazel) Environmental Assessment, Washington State Department of Transportation. Project Manager, widening and realignment of SR-530 between Arlington and Darrington. Determined impacts to agriculture, fisheries, wetlands, surface water and rare and endangered species. Alki Transfer-CSO Facilities Project, Environmental Analysis, Metro (Seattle), WA. Project manager, proposal to transfer base sewage flows from the Alki Treatment Plant to the West Point Treatment Plant. Potential environmental impacts included disruption of residential areas during construction; construction related impacts to Elliott Bay and the Duwamish River; and impacts to wetlands. • Interurban Pumping Station and Forcemain, Environmental Checklist, Metro (Seattle), WA. Project manager, installation of a new Interurban Pumping Station and forcemain. Evaluated impacts to transportation, land use and wetlands; developed mitigation measures. • Covington Master Drainage Plan Environmental Impact Statements, King County Surface Water Management, WA. Land use, transportation, Adolfson Associates, Inc. I 1 PROJECT APPROACH Gray & Osborne, Inc. 11 [l 11 PROJECT APPROACH Gray & Osborne has assembled our project team to respond to the specific project components of this project and to assure the relationship that we form with the City of Renton will endure into the future. We understand the project pertains to an eight -inch sewer, approximately 4,700 feet in length, installed in the 1970s to provide sewer service to Kennydale residents along the Lake Washington water front. The existing sewer is constructed of cast iron pipe, is mostly submerged in Lake Washington, and runs adjacent to the shoreline. The pipeline is located under existing floating docks and follows the contours of the Lake bottom. The sewer pipe is susceptible to being disturbed by boat anchors and experiences low velocities, solids deposition, and hydrogen sulfide. The City currently uses a flushing station to purge the sewer line and minimize solids build up. We further understand the City has made attempts to video tape sewer pipe but was unsuccessful due solids build up. The City has also made attempts to clean the line using cleaning swabs ("pigs") but halted the operation when certain residents experienced back flow. The City desires a predesign effort to evaluate the life expectancy of the existing sewer collection system with recommendations for improvements to increase access and maintenance. In addition, the City requires a thorough review of suitable alternatives for replacement of the existing facilities. The project scope of work must include or address the following elements: 1. Minimize sewer spill to Lake Washington due to unscheduled breaks caused by boat anchors. 2. Since the pipe line appears to contain solids, evaluating the existing pipeline appears would require a visual inspection of the pipes exterior or possibly extracting small coupons from the pipes walls. However, extracting coupons from the pipes wall is not recommended as it would further weaken the life of the existing pipeline. 3. Developing a rational evaluation process to develop and make recommendations regarding the existing cast iron sewer pipe and other suitable pipeline replacement alternatives. 4. Selecting the appropriate pipe material for underwater use. HDPE pipe would be a viable choice, however, special consideration is necessary to provide a method for installing HDPE fittings for side sewers. Fusion weld components would have to be constructed on the surface and barges would be required to string the pipe along the shoreline. Connections would be made underwater. 5. Should a relocation option be selected, public relations with existing residents and surrounding communities is important due to the potential impacts during construction. Gray & Osborne, Inc. I 1 Under this assumption, traffic control impacts would also play an important part in the selection process for a suitable pipeline replacement alternative. 6. Should a relocation option be selected, locating right-of-ways and easement acquisitions would be part of the project scope and cost. 7. Environmental review, conditional use permits, and permits from the Department of Fish and Wildlife and Army Corps of Engineers would also play a part in the selection of the preferred alternative. Gray & Osborne specializes in working with small community sewer systems. Gray & Osborne has successfully designed a trunk sewer in Lake Washington near Juanita Park and Holmes Point Drive. This project required the acquisition of Army Corps of Engineer permit, an HPA from the Department of Fish and Wildlife, and a Shoreline Management permit. We have also worked with the Department of Ecology to develop suitable alternatives for transfer of wastewater from septic tanks to a pressurized system for North Bay/Case Inlet in Mason County. The recommended alternative for North Bay/Case Inlet was to install grinder pumps at each residence and pump to a pressurized collection system for conveyance to a regional wastewater treatment facility. Gray & Osborne has evaluated various types of sewer collections system over the years and can provide the expertise to analyze potential systems such as grinder pumps, vacuum sewers, and STEP sewers. In addition, we would evaluate the possibility of relocating the existing pipeline on land using gravity conditions or a combination of gravity and low pressure pumping systems. Gray & Osborne has had the opportunity to develop good working relationships with representatives of the Public Works Trust Fund. We have successfully provided assistance in the submittal and administration of PWTF loans for the Cities of Camas, DuPont, Burlington, South Bend, Buckley, Grand Coulee, and Terrace Heights Sewer District and Silver Lake Water District. We have been instrumental in the submittal and approval of required permits, easements, and project approvals from the Departments of Ecology, Fish and Wildlife, Natural Resources, and the Army Corps of Engineers. 11 Gray & Osborne, Inc. IPROJECT MANAGEMENT APPROACH ' Gray & Osborne's approach to project management is to assign a company principal as project manager who has the experience to meet the provisions in the client's scope of work. This individual is responsible for directing the overall work effort, including coordination with the client to establish the project goals and to maintain communication with the client's staff. It is the intention of Gray & Osborne to work as an extension of ' the client's staff to best serve their needs, both for the immediate project need and to meet their long-term goals and objectives. This company philosophy lends a personal approach to client service and results in a direct line of responsibility with respect to project management. The project manager assigns tasks and directs the work of the design engineers and other ' technicians on the project. Most engineering work can be performed in-house at Gray & Osborne, since the firm has the civil, structural, mechanical, and electrical engineering personnel required to perform the design of wastewater conveyance facilities. If ' specialized subconsultants are required, the project manager will select and employ those consultants that have previously demonstrated their abilities to perform the necessary services. Whenever possible, subconsultants with Minority- or Women -Owned Business status are included in the project work. Initially, the project manager and key design staff will meet with the client to establish the project goals and requirements. This initial meeting determines both administrative and technical requirements that will be defined in the project contract and become the scope of work to be completed as the final deliverable product. At these initial meetings, lines of communication between Gray & Osborne and the client's staff are also determined and any special requirements are established. Special requirements may include such items as review and completion milestone dates, regulatory agency requirements, and technical design criteria. The project manager assigns work tasks to the design team members to make optimum use of the expertise within the firm. These assignments are made with clear understandings of the project scope of work, project criteria, and hours available to perform the tasks. The project schedule is reviewed, and milestone dates are established for QA/QC review. Control of the project budget and schedule is provided through the company's computerized system for reporting project budget information. This management ' information system allows the project manager to track the number of hours expended by each staff working on the job, and allows the manager to check project status and to forecast project completion within the contract schedule and budget. Internal QA/QC review meetings are held with the company president, members of the project team, and other office engineers to critique the project work at 15, 50, and 90 percent completion. Plans, specifications, and cost estimates are reviewed and staff Gray & Osborne, Inc. members provide information on methods to correct or improve the design. Other company engineers who are not involved with the project but have the experience with the type of work are brought in to take advantage of their expertise. To obtain client input, the client's staff is invited to attend the QA/QC meetings. ' Review meetings are also held separately with the client's staff to incorporate their ideas and comments. These meetings are usually held after the submittal of preliminary design work to allow the client time to satisfactorily review the design. Written responses to each of the client's review comments are provided after the meeting to document that the proper revisions have been incorporated. ' Typically, the contracted scope of work is produced for a design project with the initial task being a predesign report. This report is followed by the final design work for preparation of project plans, specifications, and cost estimate, including bid services and construction management. I CONSTRUCTION MANAGEMENT APPROACH Gray & Osborne's approach to construction management is to conduct project coordination meetings with representatives of the City, the Contractor, and Gray & Osborne. Meetings typically include a pre -construction meeting and bi-weekly status meetings. Meeting agenda include adherence to project schedule, Contractor's expanded ' schedule over a two -week period, problem resolution, project changes (if required), and general inspection of design staff. In addition, submitted review and design clarification is provided by the project team, as needed. �l I Gray & Osborne, Inc. STANDARD FORM 254 I Gray & Osborne, Inc. M M M r= M= M r r M r r M M M= M M STANDARD 1. Company Name and Address. 2. Year Established 3. Date FORM (SF) GRAY& OSBORNE, INC. 1950 03127198 701 Dexter Avenue North, Suite 200 254 Seattle, Washington 98109 4 Specify type of ownership and check below, if applicable. Corporation Architect- Engineer and A. Small Business Related Services Questionnaire 1 a. Submittal is for ❑X Parent Company � Branch or Subsidiary Office B. Small Disadvantaged Business C. Woman -owned Business 5. Name of Parent Company, if Any: 5a. Former Parent Company Name(s), if any, and Years(s) Established: N/A G.D. Hall & Associates, 1935 6. Names of not more than Two Principals to contact: Title / Telephone Tony Vivolo, President/ (206) 284-0860 Tim Osborne, Vice -President/ (206) 284-0860 7. Present Offices: City / State / Telephone / No. of Personnel in Each Office 7a. Total Personnel 143 Seattle, Washington /(206) 284-0860/112 Yakima, Wash ington/(206) 284-0860/31 8. Personnel by Discipline: ( List each person only once, by primary function.) 18 Administrative 3 Electrical Engineers Oceanographers 15 CADD Operators 2 Architects 1 Estimators Planners: Urban/Regional 10 Environmental 3 Chemical Engineers 1 Geologists 15 Sanitary Engineers 1 Industrial Designer 26 Civil Engineers 5 Hydrologists Soils Engineers 24 Construction Inspectors Interior Designers 1 Specification Engineers 4 Draftsmen Landscape Architects 5 Structural Engineers _ Ecologists 2 Mechanical Engineers 6 Surveyors _ Economists 1 Mining Engineers Transportation Engineers 9. Summary of Professional Services Fees Last 5 Years (most recent year first) Ranges of Professional Services Fees Received: (insert index number) 1997 1996 19 95 1994 1993 hdex 1 Less than $ 100,000 Direct federal contract work, including overseas 4 4 5 3 2 2 $ 100,000 to $ 250,0003 $ 250.000 to $ 500,000 All other domestic work 8 8 7 7 7 4 $ 500,000 to $ 1 million All other foreign work 0 0 0 0 0 5 $ 1 million to $ 2 million 'Firms interested in foreign work, but without such experience, check here: 0 6 $ 2 million to $ 5 million 7 greater than 5 million r� rr rr rr r� rr rr ri ■i r �r rr �r rr r� rr r� r �r 10. Profile of Firm's Project Experience, Last 5 Years Profile Number of Total Gross Fees (in Profile Number of Total Gross Fees (in Profile Number of Total Gross Fees (in Code Projects thousands) Code Projects thousands) Code Projects thousands) 1) 009 30 700 11) 088 10 80 21) 115 700 1400 2) 021 60 1100 12) 89 10 400 22) 3) 025 25 400 13) 095 10 100 23) 4) 039 10 200 14) 096 700 15000 24) 5) 043 30 400 15) 101 80 1100 25) 6) 046 500 11000 16) 102 200 1800 26) 7) 056 60 200 17) 104 250 350 27) 8) 062 15 80 18) 107 10 90 28) 9) 080 100 200 19) 111 10 100 29) 10) 083 60 200 20) 114 350 9000 30) 11. Project Examples, Last 5 Years Profile Code "P", "C", "JV", or "IE" Project Name and Location Cost of Work (in thousands) Completion Date (Actual or Owner Name and Address Estimated) 009 Stone Property Wellfield City of Sequim P Sequim, WA 152 W. Cedar Street 150 1996 Sequim, WA 98382 021 Gig Harbor Wastewater Treatment Plant Expansion City of Gig Harbor Gig Harbor, WA 3105 Judson Street 300 1996 P Gig Harbor, WA 98335 025 Wenas Dam Rock Channel Spillway Repair Project Wenas Irrigation District Selah, WA 470 Sisk Road 262 1998 P Selah, WA 98942 039 Construct Supply and Storage Warehouse for Fort Lewis Public Works Ranger Battalion Attn: AFZHDEPE MS-17 180 1995 P Fort Lewis, WA Fort Lewis, WA 043 Water Treatment Plant (HVAC) City of Morton Morton, WA 250 Main Street 110 1995 P Morton, WA 98356 046 North 5th Avenue Street Improvements City of Sequim Sequim, WA 152 W. Cedar Street gg 1996 P Sequim, WA 98382 046 First Street Improvement Project City of Kalama P Kalama, WA 320 N. First Street 440 1993 Kalama, WA 98625 r rri rr rr rr ■r �r rr rr r� �r r rr �r rr �r rr r■�rr 062 Campus Lighting Improvements Washington State DSHS P Maple Lane School P.O. Box 4584 250 1996 Olympia, WA 98504 084 Wastewater Pressurized Drainfield Washington State Dept. of Corrections P Washington Corrections Center 417 W. 4th Avenue 500 1996 Shelton, WA Olympia, WA 98504 088 Deception Pass State Park Washington State Parks & Recreation P Sewer System Design 7150 Cleanwater Lane 191 1996 Deception Pass State Park Olympia, WA 98504 088 State Parks Roof Repairs Washington State Parks & Recreation P Various State Parks 7150 Cleanwater Lane 85 1995 Olympia, WA 98504 089 City Hall and Jail Remodel City of Quincy P Quincy, WA P.O. Box 338 42 1998 Quincy, WA 98848 089 The Alder Street maritime Museum and City of Raymond P Interpretative Center 230 Second Street 85 1997 Raymond, WA 98577 Raymond, WA 98577 095 City Hall Seismic Evaluation City of Okanogan P Okanogan, WA P.O. Box 752 5 1996 Okanogan, WA 98350 096 U.S.D.A. Forest Services Quinault Ranger Station U.S.D.A. Forest Service P Wastewater Treatment Facility Evaluation and 1835 Black Lake Blvd. S.W. 150 1998 Modifications Olympia, WA 98502 096 Wastewater Treatment Plant City of Camas P Seconday Clarifier P.O. Box 1055 1100 1996 Camas, WA 98627 Camas, WA 98627 096 Wastewater Treatment Plant Improvements City of Puyallup P Puyallup, WA 218 W. Pioneer 2500 1998 Puyallup, WA 98371 096 Sewer System Replacement Washington State Dept. of Corrections P Cedar Creek Corrections Center 417 W. 4th Avenue 250 1995 Little Rock, WA Olympia, WA 98504 096 Sewer System Improvements Kittitas County Water District No. 2 P Ronald, WA 98940 P.O. Box 116 1200 1996 Ronald, WA 98940 r M = = W M " = r r== r M M r== 101 ---- Trenchline Trainer Fort Lewis Public Works P Fort Lewis, WA MS-17 Attn. AFZHDEPE 260 1996 Fort Lewis, WA 98433 102 Juanita/Woodinville Way N.E. City of Bothell P Improvement Project 18305 101st Avenue N.E. 40 1996 Bothell, WA Bothell, WA 98011 104 Stormwater Management Plan City of Friday Harbor P Friday Harbor, WA P.O. Box 219 63 1998 Friday Harbor, WA 98250 104 Stormwater Management Plan City of Milton P Milton, WA 1000 Laurel Street 84 1996 Milton, WA 98354 104 Stormwater Pump Station Clty of Long Beach P Long Beach, WA P.O. BOx 310 300 1995 Long Beach, WA 98631 112 South Bend Regional Water Supply Evaluation City of South Bend P South Bend, WA P.O. Box 9 8 1996 South Bend, WA 98586 114 Maplewood Springs Redevelopment City of Puyallup P Puyallup, WA 218 West Pioneer 60 1998 Puyallup, WA 98371 114 Water Reclamation Facility City of Ephrata P Ephrata, WA 121 Alder SW 1100 1999 Ephrata, WA 98823 114 Water System Plan, Wellhead Protection, Hydraulic City of Vancouver P Analysis P.O. Box 1995 500 1996 Vancouver, WA Vancouver, WA 98668 115 Slow Sand Filtration Project City of Buckley P Buckley, WA P.O. Box D Buckley, WA 98321 525 1996 115 Water Treatment Facility King County Water District No. 19 P Vashon Island, WA 17630 100th Avenue S.W. 1700 1996 Vashon, WA 98070 12. The fo going is statement Yfact. Typed Name and Title: Tony Vivolo Signatur c Z — Date: 03/27/98 FILE NAME r M r M M M M M r M r M M = M r M M M 1. Firm NameBusiness Address: 2. Year Present Firm 3. Date Prepared: STANDARD Established FORM (SF) ADOLFSON ASSOCIATES, INC. 1987 October 2, 1998 5309 Shilshole Ave. NW, Suite 200 00 Seattle, Washington 98107 4. Specify type of ownership and check below, if applicable. 254 Woman -owned Business Enterprise Architect -Engineer X A. Small Business B. Small Disadvantaged Business Related Services X C. Woman -owned Business Questionnaire la. Submittal is for ❑x Parent Company ❑ Branch or Subsidiary office 5. Name of Parent Company, if any: 5a. Former Parent Company Name(s), if any, and Year(s) Established: Same as Above N/A 6. Names of not more than Two Principals to Contact: Title/Telephone 1) Molly Adolfson, President (206) 789-9658 2 Steve Bingham, Vice President 206 789-9658 7. Present Offices: City/State/Telephone/No. Personnel Each Office 7a. Total Personnel 27 Seattle, Washington Portland, Oregon Cle Elum, Washington (206) 789-9658 (503) 226-8018 (509) 674-5215 Personnel: 20 Personnel: 6 Personnel: 1 8. Personnel by Discipline: (List each person only once, by primary function.) 6 Administrative Electrical Engineers 1 Oceanographers 4 Sen. Environmental Scientists Architects Estimators 2 Planners: Urban/Regional 2 Botanists Chemical Engineers 1 Geologists Sanitary Engineers 2 Wildlife Biologist Civil Engineers Hydrologists Soils Engineers 1 Soils Scientist Construction Inspectors Interior Designers Specification Writers 1 Land Use Analyst Draftsmen 3 Landscape Designers Structural Engineers 1 Field/Sampling Technician 3 Ecologists Mechanical Engineers Surveyors Economists Mining Engineers Transportation Engineers 9. Summary of Professional Service Fees Received: (Insert index number) Ranges of Professional Services Fees 19 97 19 96 19 95 19 94 19 93 INDEX 1. Less that, $10000 Direct Federal contract Work, including overseas 2. $ 100,000 to $250,000 All other domestic work 5 5 5 4 5 3. $250,000 to $500,000 4. $500,000 to $1 million All other foreign work* 5. $1 million to $2 mittion *Firms interested in foreign work, but without such experience, check here: ❑x 6. $2 trillion to $5 trillion 7. $5 ntilhon to $10 naltlon 8. $10 million or greater OL Adolfson Associates, Inc STANDARD FORM 254 (REV. 11-92) 10. Profile of Firm's Project Experience, Last 5 Years Profile Number of Total Gross Fees Profile Number of Total Gross Fees Profile Number of Total Gross Fees Code Projects (in thousands) Code Projects (in thousands) Code Projects (in thousands) 1) 033 34 859 11) 21) 2) 114 29 947 12) 22) 3) 096 23 682 13) 23) 4) 028 157 647 14) 24) 5) 037 7 75 15) 25) 6) 104 12 333 16) 7) 015 3 95 17) 26) 8) 18) 27) 9) 19) 28) 10) 20) 29) 30) 11. Project Examples, Last 5 Years Cost of Completion Profile "P", "C", Work Date (Actual Code "JV", or "IE" Project Name and Location Owner Name and Address (in thousands) or Estimated) 33 P Snoqualmie Wastewater Facilities Plan EIS City of Snoqualmie 100 1995 Snoqualmie, Washington P.O. Box 987 Snoqualmie, Washington 98065 33 C Wastewater Facilities Planning NEPA EA Tulalip Reservation 5 1995 Marysville, Washington 7615 Totem Beach Road Marysville, Washington 98271 33 C LOTT Wastewater Resources Management LOTT Wastewater Management Partnership 400 1998 Plan EIS/Siting Study 2101 - 4th Avenue E., Suite 101 Thurston County, Washington. Olympia, Washington 98506 33 P Northwest Landing Wastewater Facilities Pierce County Dept. of Public Works and Utilities 180 1996 NEPA EA/SEPA EIS 9116 Gravelly Lake Drive SW Tacoma, Washington Tacoma, Washington 98499-3190 33 P Northwest Landing Phase II EIS Pierce County Dept. of Public Works and Utilities 48 1994 (Wastewater) 9116 Gravelly Lake Drive SW Tacoma, Washington Tacoma, Washington 98499-3190 33 C South Shore Lake Whatcom Disposal Whatcom County Water District No. 10 56 1997 Alternatives EIS 1010 Lakeview Street Whatcom County, Washington Bellingham, Washington 98226 a. Adolfson Associates, Inc STANDARD FORM 254 (REV. 11.92) � I' � Ili � �s � i�i r a■� r � ar �r � � � �11 �e 33 C Comprehensive Plan Phase II Wastewater City of Buckley 6 1994 Facilities EIS 933 Main Street Buckley, Washington Buckley, Washington 98321 33 P Swamp Creek EIS Trunk Sewer Project Alderwo%Water District 80 1993 Lynnwood, Washington 3626 156t Street SW Lynnwood, Washington 98037 33 C Regional Wastewater Service Plan King County Water Pollution Control Division 243 1997 Programmatic EIS and Siting Evaluation 821 Second Avenue, MS120 Seattle, Washington Seattle, Washington 98104 37 P Makah Tribe Wastewater Treatment Facility Makah Tribal Council 18 1996 (Wetlands, Permitting, Fisheries) P.O. Box 115 Neah Bay, Washington Neah Bay, Washington 98357 96 C Skokomish Tribe Wastewater Facility Skokomish Indian Reservation 15 1997 Studies (Wetlands and Wastewater) North 80 Tribal Center Road Shelton, Washington Shelton, Washington 98584 104 C Lake Union Storm Water/CSO Risk City ofd$eattle Drainage Utility 47 1995 Assessment 710 2" Avenue, Room 600 King County, Washington Seattle, Washington 98104 114 C Cowlitz Falls Fisheries and Wildlife Beak Environmental Consultants 15 1994 Mitigation Plan 317 SW Alder, Suite 800 Lewis County, Washington Portland, Oregon 97204-4583 114 C North Creek Diversion Alternatives King County Dept. of Metropolitan Services 40 1994 Analyses Siting Study 821 Second Avenue M.S. 120 King County, Washington Seattle, Washington 98104 28 P Waterfowl/Seabird Study and Sensitive Port of Olympia 4.5 1996 Species Study 915 Washington Street NE Olympia, Washington Olympia, Washington 98501-6931 114 C Portland CSO/Wastewater Studies Portland Bureau of Environmental Services 80 1994 Portland, Oregon 1120 SW Fifth Street Portland, Oregon 97204-1972 114 C Key Peninsula On -Site Sewage System Tacoma -Pierce County Health Dept. 120 1995 Study and Ground Water Impact Analyses 3401 South D Street Pierce County, Washington Tacoma, Washington 98408 33 C Denny Way/Lake Union CSO Program King County Dept. of Metropolitan Services 140 1997 SEPA/NEPA EIS 821 Second Avenue M.S. 120 Seattle, Washington Seattle, Washington 98104 Ado[fson Associates, Inc STANDARD FORM 254 (REV. 11-92) 33 C Yakima Training Center Outfall & Sewer Gray and Osborne 20 1996 Line NEPA EIS 701 Dexter Avenue, Suite 200 Yakima, Washington Seattle, Washington 28 C North Creek Pipeline Alignment Studies Municipality of Metropolitan Seattle 39 1994 (Wetlands, Fisheries, Environmental Studies) 821 2" Avenue King County, Washington Seattle, Washington 98104 28 C North Bay Inlet Wastewater Facility Mason Co. Dept. of Community Development 4 1994 Biological Assessment P.O. Box 578 Mason County, Washington Shelton, Washington 98584 28 P Olympia Highlands Wetland Functional Safeway, ' 10 1993 Evaluation 1000 124t Avenue, Suite 201 Olympia, Washington Bellevue, Washington 98009 28 P Cowlitz County On -Call Environmental Cowlitg County 180 1995 Services (Wetland, Wildlife) 207 4t Avenue North Cowlitz County, Washington Kelso, Washington 98626 28 C Honey Creek Subasin Project City of Renton 47 1995 (Wastewater) 200 Mill Avenue South Renton, Washington Renton, Washington 98055 28 C College Way Pump Station Wetlands and City of Mount Vernon 12 1994 Environmental Analysis P.O.Box 809 Mount Vernon, Washington Mount Vernon, Washington 28 P City of Kirkland On -Call Wetland Specialist City of Kirkland, Planning & Development 60 1997 Wetlands, Streams, Permitting 123 Fifth Avenue Kirkland, Washington Kirkland, Washington 98033 28 P Mud Bay Road Pre -Design Wetland Studies City of Olympia 10 1997 Olympia, Washington P.O. Box 1967 Olympia WA 98507 33 C Larch Corrections Center Facility Washington Department of Corrections 64 1996 Expansion EIS P.O. Box 41112 Clark County, Washington Olympia, Washington 98504-1102 28 P Cowlitz County On -Call Environmental Cowlitz County 180 1995 Services (Wetlands, Wildlife Studies) 207 4th Avenue North Cowlitz County, Washington Kelso, Washington 98626 12. The foregoin st ement o facts 11 Date: Signature: Typed Name and Title: Molly J. Adolfson, President October 2, 1998 Adolfson Ass ciates, Inc STANDARD FORM 254 (REV. 11.92) r r r r� rr r� r rr r r� r rr r� rr r r■� r ■r 7. Brief resume of key persons, specialists, and individual consultants antici ated for this project. a. Name & Title: Stephen Bingham Northwest Landing Off -Site Wastewater Facilities SEPA EIS for Pierce County Vice President of Operations Department of Public Works and Utilities b. Project Assignment: Completed project -level analyses of five alternative conveyance routes for transfer of Project Manager Northwest Landing wastewater to Chambers Creek regional wastewater treatment c. Name of Firm associated with: plant. Conducted programmatic assessment of impacts on marine resources associated with wastewater discharge at Tatsolo Point in southern Puget Sound. Adolfson Associates, Inc. d. Years experience: With this firm: 10 With Other Firms: 14 . Comprehensive Wastewater Facilities Plan EIS for City of Sequim e. Education: Degrees(s)/Year/Specialization: M.B.A./1972/ Business Administration B.S./1969/ Biological Oceanography Active Registration: Year First Registered/Discipline None Other Experience and Qualifications relevant to the proposed project: Steve Bingham is vice president of Adolfson Associates, Inc.'s Operations Division. He is an environmental scientist with special expertise in marine resources and water quality issues. Steve has twenty-four years of experience directing and conducting NEPA/SEPA analyses, with particular emphasis on wastewater facility projects. Steve has a thorough knowledge of the regulatory framework governing agency -led projects subject to rulings/input by multiple jurisdictions and interested parties. He is experienced in working with tribal agencies, environmental advocates, and the general public. Prepared numerous environmental impact statements, checklists, assessments, and environmental information documents for a wide variety of projects affecting receiving water quality. Evaluated four treatment plant expansion alternatives, including extension of an existing marine outfall, a constructed wetlands system for tertiary effluent treatment, and land application of treated effluent and sludge. Alki Transfer CSO Facilities Project for King County Department of Natural Resources (formerly METRO) Managed environmental investigations for this extensive project. Project studies included evaluation of potential pipeline crossings of Elliott Bay from Alki Point to West Point and from Duwamish Head to Terminal 91. Key issues included impacts on eelgrass, fishery, and shellfish resources; water and sediment quality; navigation; and recreational resources. Interurban Pumping Station and Forcemain for King County Department of Natural Resources (formerly METRO) Prepared an expanded SEPA Environmental Checklist for installation of the new Tukwila Trunk, new Interurban Pump Station, and Interurban Forcemain. Key issues associated with this project included: recreational impacts on Foster Golf Links and Fort Dent Park; construction traffic along Interurban Avenue; and the Duwamish River Crossing. West Point Treatment Plant Upgrade for King County Department of Natural Resources (formerly METRO) Directed the environmental evaluation of a temporary fill project associated with an ongoing upgrade of the existing West Point Treatment Plant. Key issues included impacts to bald eagles which nest in Discovery Park above the project site. STANDARD FORM 255 (REV. 11-92) Ml M= M M M s M M Ml M M M r r M M M .M 7. Brief resume of key persons, specialists, and individual consultants antici ated for this project. a. Name & Title: David E. Wortman Wastewater Resources Management Plan EIS for Cities of Lacey, Olympia, Environmental Planner Tumwater, and Thurston County (LOTT) b. Project Assignment: Researched potential impacts to shellfish, air, storm water, and energy resources. SEPA Issues/Permitting The plan has involved nine program directions ranging from wastewater reuse, to c. Name of Firm associated with: marine discharge, to water conservation measures. Analyses were included in the programmatic EIS prepared by AAI. Adolfson Associates, Inc. d. Years experience: With this firm: 2.5 With Other Firms: 5 Proposed Denny Way Combined Sewer Overflow (CSO) Project e. Education: Degrees(s)/Year/Specialization: MS/1993/Forest Environmental Resources Planning BS/1989/Natural Resources Economics f. Active Registration: Year First Registered/Discipline None Other Experience and Qualifications relevant to the proposed project: David Wortman is an environmental planner with over seven years of experience in natural resource analysis and management planning. He specializes in evaluating and mitigating potentially adverse impacts to sensitive areas such as forests, wetlands, wildlife/fishery habitat, and surface water. He is also highly experienced in preparing NEPA/SEPA documentation, including environmental impact statements, assessments, checklists, and informational documents, and has comprehensive knowledge of Federal, state and local environmental permitting processes. David recently evaluated potential impacts to fishery resources, air quality, ground water, and environmental health associated with King County's proposed Denny Way Combined Sewer Overflow (CSO) Project. This is the largest CSO in the county's system, discharging millions of gallons of combined wastewater and stormwater to Elliott Bay during storm events. Prior to joining AAI, David served as an environmental planner and prepared NEPA/SEPA documents, habitat conservation plans, and permitting studies. Evaluating potential impacts to fishery resources, air quality, ground water, and environmental health for a combined NEPA/ SEPA EIS for the Denny Way CSO, the largest CSO in the county system, discharging millions of gallons of combined wastewater and stormwater to Elliott Bay during storm events. South Shore Lake Whatcom SEPA EIS Sewage Disposal Alternatives for Whatcom County Water District No. 10 Conducted research on impacts to land use, fish resources, wetland and stream resources, earth resources, air resources, and environmental health as part of a SEPA EIS analyzed alternatives for sewage disposal. The area was served by an interceptor sewer that has reached capacity, resulting in a service moratorium that has been effect more than three years. Alternatives to provide additional sewage capacity, included constructing a new interceptor, providing flow equalization to allow additional peak flow capacity, constructing centralized community on -site systems, developing an advanced wastewater treatment system discharging into a constructed wetland, and measures to reduce wastewater flows from the service area. The Final EIS for this highly controversial project was issued in 1997. Blaine Marina Expansion SEPA EIS Authored land use, traffic, recreation, noise, and air sections of this EIS on the proposed Blaine Harbor Expansion and Dredging Project. Cedar Facilities EIS for Seattle Public Utilities Prepared land use, shoreline, and recreational portion of the SEPA EIS for the Lake Young's Cedar Facilities project. Evaluated land use, zoning, and shoreline regulations and determined related environmental permitting requirements. STANDARD FORM 255 (REV. 11-92) '097 C 20 King County Regional Justice center King county uepartment of Jaii Hianning bzoax IVIM ; `201 Kent, WA Kent, WA 108 201 C 21 University of Washington University of Washington $17K 1996 Southwest Campus Demolition Seattle, WA Seattle, WA 201 C 22 Tacoma Dome Station Pierce Transit $483K 1996 097 Tacoma,, WA Tacoma, WA 114 C 23 Coleman Dock Dewatering Washington State Department of Transportation $20K 1996 Seattle, WA Olympia, WA 201 P 24 Okanogan Airport City of Okanogan $202K 1996 Pesticide Corrective Action Okanogan, Washington Okanogan, Washington 097 C 25 Everett Landfill and Tire Fire City of Everett $88K 1996 114 Site Remediation Plan Everett, Washington 201 Everett, Washington 097 C 26 South Fork Tot( Seattle Water Department $245K 1996 106 Hydroelectric Pipeline and Powerhouse Seattle, Washington King County, Washington ::997 C 27 Terminal 18 Apron Improvements Port of Seattle $70K 1996 Seattle, Washington 6eattle, Washington 114 C 28 Washington State Department of Ecology Washington Slate Department of Ecology $13K 1996 Water Reclamation/Reuse Regulations Olympia, WA 097 C 29 Washington State Joint Center Washington State Department of General . $35K 1096 for Higher Learning Administration Spokane, WA Olympia, WA 097 C 30 South 96th Street King County Roads and Engineering Division $238K 1996 201 Kano County, Washington Seattle, Washington 12. The for ng is a statement of facts Date: Signature: - - Typed Name and Title: Sa H. Hong. P.E.. Presldent January 7, 1098 U perleiice Pro'M4 Code-NumDers use with' questiorls 16 and 11 Acousltce; Noise Abatement N E- E 007 008 009 010 411 012 < 013 015 010 017 019 ,:020 021 023 `02r�4� °:028 027 o2s •" 030 r ` 031 632 _ 0�0 041 Aeuiei Photz>grammelry Agrlcultwsl OwMopmerrh Grain Storage; Form Mechanlretion Air Pollution Control Airports; Navakis; Airport tlgMkV; Alrcrall Fueling AlrpN Terminals & Hangars; Frelght Handlhg Amttc Faciktlss Auditoriums & Theatres Autor r4lons; Conlrots; Instnmentation Barracks; Dormitories Bridges Cemeteries (RannIng & Relocadon) Chemical Processing & Storage Churches; Chapels Codes; Standards; Ordinances Cold Storage; Rehigeradoil; Fast Freeze Commercial Bk"ngs (tow Shopping Centers Corrvmnlcatlona Systems; TV; Microwave Computer Fac plies; Computer Ser4oe Conservation and Resource Management . Construction Management Caroslon Control; Cattoodic Protection; Efectrolysts Cost Estknating Dams (Concrete; Arch) Dams (Earth; Rockj; Dlkea; Levees Desalinization (Process & Fac9*s) Dining Halls; Clubs; Resbuxents Ecobglcal & Archeological lnvesogatlorie Educational Facilities; Classrooms Electronics Elevators; Escatebore; People-Movets Energy Conservetfor> New Energy Sources Errvlronmenbtl Impact Studies; Assessments or Statements Fallout Shelters; Blast-Reelstant Design F1efd Houses; Gyre; Stadiurns Fire Prowbon Fisheries; F)sh ladders Forestry & Forest Products Garages; Vehicle Maintenance Facliltlos Perking flacks Gas Systems (Wopene;Nafws( Etc.) Graphic Design . 042 Harbors; Jetties; Piers; Ship Terminal ' Fac9111ee 043 ` Hemming; VWUting; Air Candttlodng 044 Health Systems Plannhg 04B HVw%e; Air -Rights -Type Bukkgs 048 Hi81r►vays; Streets; Airfieid Pavings; Per*Q Lots 047 Historical Preservation D48 Hosp4al & Medksl Faulitles 049 Hotels; Motets 060 Housing (ResidenW, Muld-Ferriiy Aparbr►ents; Condan*gurrrs) 061 Hydraulics & Pneumatics 062 Industrial Buildings; Manufacturing Plants 063 industrial Processes; Quality Control 064 Industrial Waste Treatment 055 Interior Design; Space Planning 068 I rigation; Drainage 067 JudlcFal and Courtroorn FacAlties 068 Laboratories; Medtcal Research Facilities 059 Landscape Arohlteclure 060 Libraries; Museums; Gables 061 Lighttng gnterfas; Display; Theatre, Etc.) Ott Lighting (Exteriors; Stre4(4r Memorials. Arhlsfic Relds, Etc.) 063 Materials Handling System; Conveyors; Sorters 064 Metallurgy 065 Mlcrocilmatology; Tropical Englnee *V 066 Military Design Standards 067 MfnkV & Mineralogy 068 Missile Feclittes (Sks; Fuels Transport) 069 Modular Systems Design; Pre -Fabricated Structures or Components ' 070 Naval A►clMecture; OMhors Platforms 071 Nuclear Faclli;ee; Nuclear ShWdkV 072 Ofte 6uUng;e Industrial Parks 073 Oceanographic Englineering C 74 Ordnance; Murtidons; Speclal Weapons 075 Petroleum boorabon; Renting 078 Petroleum and Fuel (Sfrage and I)Wfibuellon) 077 Plpelhles (Cross -Coon 4JgL#d & Gas) 078 Planning (CorxrrrrnRy, Repionel, Aro&M* and State)\ M Planning (Site, htstarsBon, end Project) 000 Pkumbing & Plping Design 081 Prlsurnstfc Structures; Alr-Support BuDdings 082 Postal FacfHdes 063 Power Generation, Trrtierteaaion, DisMbutlott 064 Prisons & Correcrionat Fedltties 065 Product, Machlne & Equlprnent Design 088 087 088 089 090 091 092 093 094 N6 096 097 096 099 100 101 102 103 104 106 10e 107 108 109 110 Ill 112 113 114 its lie 117 201 202 203 204 205 Radar, Sonar, Radlo S Radar Telescopes Railroad; Rapid Transit Recreation Facilities (Perks, Marinas, Etc) Rehablllt rkn (80dng:!k Structures; Fecfries) Resource Recovery; RecycAN Ra(So Frequency Systema & Shleldings Rlvere; Canals, Watwvmys; Floor con" Safety Engfneedrtg; Accident Stucdes; OSHA Studies Securtty Systems; Inlnlder & Snrwke Oeiection Selsrnlc Gtslgns & Siudles Sewage Collectbn, Treatment and Disposal Solls & Geologlc Studies; Foundations Solar Energy UWlzatlon Sold Wastes; Incineration; Land Fli Special En*onments; Clean Rooms; Etc. Structural Design; Special Structures Surveying; Platting; Mapping Fk)od Plain Studies Swtmming Pocks Storm Water Handling & Facilities Telephone Systems (Rural,' Afobie; ln(ercom, Etc.) Testing & Inspeclion Services Traffic & Transportallon Englneering Towers (Sall -Supporting & Guyed Sys(erns) Tunnels & Subways Urban Renewals; Community DevelMnent Utilities (Gas d Stearn) Ve9ue Analysts; Life -Cycle Coating Warehouses & Depots Water Resource®; Hydrology; Ground Water Water Supply, Trwbrwd and DWMxution Wind Tunnels; Resaamhffsstfng Feclkties Design ZorJrsg; Lend Use ShAlee GeOwNtronrnartal SONIC" iof [Jam 5elsmic Upgrane Seattle Public Utilities $68K 1998 Duvall, WA Seattle, WA 097 P 9 South Hill Transit Center Pierce Transit $23K 1908 201 Tacoma, WA Tacoma, WA 097 C 10 Northwest Landing ULID 90-4 Pierce County Department of Public Works $35K 1998 DuPont, WA Tacoma, WA 114 C 11 North Bay Land Application D"Ign Mason County Department of Public Works $139K 1998 Mason County, WA Shelton, WA 114 C 12 Royal Gardens Wetlands City of Olympia $44K 1998 Hydrogeologic Evaluation Olympia, WA Olympia, WA 097 C 13 Holly Park Redevelopment Seattle Parks & Recrealion Department $87K 1998 201 Seattle, WA Seattle, WA 097 C 14 Cedar River Landsburg Division Site Seattle Public Utilities $26K 1997 114 Master Plan Seattle, WA 201 King County, WA 097 C 15 University of Washington University of Washington $74K 1897 201 Central Power Plant, Boiler No. 7 Seattle, WA Seattle, WA 097 C 16 Aircraft Rescue Firefighting Training Facility Port of Seattle $24K 1997 North Bend, WA Seattle, WA 097 C 17 Quinautt Ranger Station U.S. Forest Service $33K 1W7 Quinautt, WA Seattle, WA C 18 McNeil Island Corrections Center Washington State Department of Corrections $UK 1907 ..201 UST Investigation Olympia, WA Pierre County, WA We P 19 Seattle Engineering Department Seattle Engineering Department $50K 1997 On -call Materials Testing Services Seattle, WA Seattle, WA 10, Profile of Firm's Project Experience, Last 5 Years Profile Number of Total Gross Fee Profile Number of Total Gross Fees Profile Number of Total Gross Fees Code Projects (n thousands) Code Projects On thousands) Code Projects On thousands) 1) 097 538 2734 11) 21) 2) 106 390 1470 12) 22) 3) 114 83 2969 13) 23) 4) 201 67 1677 14) 24) 5) 15) 25) 6) 16) 26) 8) 18) 28) 9) 19) 29) 10) 20) 30) 11. Project Examples, Last 5 Years Com*l[on Profile "P", "C", Cost of Work Cate Code "JV", or NE" Project Name and Locatlon Owner Name and Address (In thousands) EA bmateed 097 C 1 Denny Way CSO King County Department of Metropolitan Services $233K 1998 Seattle, WA Seattle, WA 097 C 2 Boundary Dam Rehabilitation Seattle City Light $161K 1998 Metallne Falls, WA Seattle, WA 097 P 3 Washington State Department of Corrections Washington State Department of Corrections $278K 1998 114 Landfill Risk Assessment and Closure Olympia, WA .201 Various Locations 201 C 4 Gas Works Park Restoration Seattle Parks & Recreation Department $45K 1998 Seattle, WA Seattle, WA 097 C 5 Tolt Pipeline No. 2 Seattle Public Utilities $325K 1998 114 King County, WA Seattle, WA .097 C 6 Commuter Rail Environmental Assessment/ Regional Transit Authority $18K 1998 114 Supplemental Environmental Impact Statement Seattle, WA 201 Seattle to ELerett, WA 114 C 7 Grand Coulee Ground Water Exploration City of Grand Coulee $48K 1998 Grand Coulee, WA Grand Coulee, WA DA FORM (SF) 254 Architect -Engineer and Related Services Questionnaire HWA Geoscienoes Inc. 19730 64th Avenue West, Suite 200 Lynnwood, Washington 98038-5957 1a. Submittal is for (XI Parent Company ( I Branch of Subsidiary Office 2. Year present Firm 3. Date Prepared: Established: 1978 January 7, 1898 4. specify type of mrwship end check befaw, a apprkcabte: Corporation A. Small Business B. Small Disadvantaged Business C. Woman -owned Business 5. Name of Parent Company, if any: 5a. Former Parent Company Name (s), if any, and Year(s) Established: Puget Sound Testing Engineers, Inc./1978 Hong Consulting Engineers, IncJ1979 Hong West & Associates, Inc./1989 6. Names of not more than Two Principals to Contact: Title / Telephone 1) Sa H. Hong, P.E., Prestdent/(425)774-0106 2) Larry West, Vice President/(425)774-0106 rtesent umces: uay i state / I etephone 7 No. Personnel Each Office Lyn nwoo d/WA/425-7 74-0106/28 Lake Oswego/OR/503-675-2424/2 V. rt:1JU1111est Uy ukwpime: (usr eacn person onry once, Dy pnmar) s Administrative ' Electrical Engineers Architect Estimators Chemical Engineers 2 Geologists Civil Engineers Hydrologists 3 Construction Inspectors Interior Designers Draftsmen Landscape Architects Ecologists Mechanical Engineers Economists Mining Engineers function.) 7a. Total Personnel 32 Oceanographers Planners: Urban/Regional Sanitary Engineers 13 Soils Engineers Specification Writers Structural Engineers Surveyors Transportation Engineers V. Summary of Professional Services Fees Received: (insert Index number) Last 5 Years (most recent year first) 19991 1996 1995 1994 Direct Federal contract woric, Including overseas 1 1 All other domestic work 8 All other foreign work" "Firms Interested in foreign work, but without such experience, check here: ( XI 4 Hydroge6ogtsts 2 Envfroruttental Geo4istz 2 Laboratory Technkians 1 CAD operator Ranges of Professional Services Fees IrK$6X 1993 00 1. Le" ftA S100,02 9100,ocv to 1250 om a M0.0m to Isoo,ow 4. 1600.000 to 11 mmoo tl I oiWlon to $2 rA a. a mMlon to $5 mica, 7, I6 watton to I10 m lllon e. 110 MOHM or preeew ENGINEERS I ARCHITECTS I PLANNERS I APPLIED SCIENTISTS IOctober 5, 1998 Seattle Mr. Dave Christensen, Wastewater Utility Supervisor City of Renton Utility Systems Division Renton City Hall, 5th Floor 1055 Grady Way Renton, WA 98055 Po, tland SUBJECT: Statement of Qualifications for ' Kennydale Lakefront Sanitary Sewer Replacement Dear Mr. Christensen: Kansas Ct, ' KCM, Inc. and associated firms are pleased to present this statement of qualifications for the Kennydale Lakefront Sanitary Sewer Replacement Project. We have assembled a team with the unique qualifications necessary to successfully support the City through design and construction of an upgraded sewer system. Each member of the team brings exceptional technical expertise to the project and the commitment to providing effective, innovative and realistic solutions that will meet your needs, budget and timeline. Juneau ' Our proposed project manager, Jeff Lykken, has an excellent reputation for providing innovative design solutions and is noted for completing projects on time and under budget. His recent experience managing the design of underwater pipelines and outfalls for the City of Bellevue, ' Boeing, and the City of Auburn makes him a perfect choice for the project. Taiwan KCM has joined with Adolfson Associates, Inc., EnviroIssues, White Shield, Inc., and AGRA t Earth and Environmental to form a team highly qualified in underwater pipeline design and construction, permitting, and community involvement.. We understand the challenging issues that will be encountered and are proposing a reliable approach to address them. The KCM team's distinctive strengths are as follows: ' — ♦ Proven experience in the evaluation, design and construction of underwater pipelines and outfalls. ♦ A thorough understanding of the environmental, permitting and regulatory restraints C common to lakefront work. ♦ Community involvement specialists with solid experience on design and construction projects. ♦ Demonstrated success in estimating construction costs and controlling cost overruns. ♦ Recent experience in applying for and administering Public Works Trust Fund Loans. KCM, Inc. ♦ Finally, our project manager, Jeff Lykken, brings the experience and management skills 1917 First Avenue necessary to ensure a successful project. Seattle, WA 98101-1027 ' Tel 206.443.5300 Fax 206.443. 5372 kcrosea@kcminc.com ' Kennydale Lakefront Sanitary Sewer Replacement Project October 5, 1998 Page 2 KCM has a proven record of developing r p p g projects quickly and efficiently and maintains a firm commitment to cost-effective and high -quality solutions. We appreciate the opportunity to submit this Statement of Qualifications and look forward to a detailed discussion of the project's many opportunities during the remainder of the selection process. If you need additional information as you review our qualifications, please do not hesitate to call. Sincerely, KCM, INC. tBarry Sc P.E. Vice President ' JWL/pjb 9830120 I KCM CITY OF RENTON -� Planning / Building / Public Works Kennydale Lakefront Sanitary Sewer Replacement Table of Contents Qualifications and Expertise Standard Form 254 Project Experience References Team Qualifications Project Understanding and Approach Approach to Project Management APPENDIX Resumes KCAI I QUALIFICATIONS AND EXPERTISE C 1 I QUALIFICATIONS AND EXPERTISE History of the Firm, Location, Disciplines and Current Workload KCM, Inc., established in Seattle in 1943, is a consulting firm of engineers, architects, planners and applied scientists. KCM is headquartered in Seattle with branch offices in Portland and Kennewick. Over the years KCM has grown to an internationally active firm of over 110 personnel including 33 civil engineers, 12 structural engineers, 7 architects, 5 hydrologists, and numerous support personnel. Project types and size vary greatly and are an indicator of our versatility. Large civil, structural, and mechanical engineering projects include water and sewage treatment, reservoirs & underground tanks, large diameter pipelines & tunnels, regional transit maintenance, interpretive/ visitor centers, aquariums, and fisheries facilities. Smaller projects often involve indefinite quantity, ongoing contracts. Range of Services. KCM provides our clients with a full range of consulting services, including preliminary and final designs; economic alternatives, planning, environmental and feasibility studies; value engineering; and construction services. Full Service Engineering Design Capabilities. The work of KCM's engineers includes hydraulics and hydrology, surface water management, roadway, water, sewer, storm drain lines; buildings, piers, and retaining walls, often in association with the work on wastewater treatment systems. KCM's mechanical engineers have incorporated HVAC, fire protection, and process piping and plumbing into a variety of design projects, from aquariums, pump stations, and oil/water separators to wastewater, water and hazardous waste treatment facilities. Our environmental scientists and planners have completed numerous lake restoration designs, assessments and monitoring projects; environmental impact studies; comprehensive plans and planning elements to satisfy the GMA; and assisted our engineering design staff with environmental aspects of their projects. Our staff have conducted and contributed to many public hearings, workshops, and mailings, providing input to, and support from, the community and client. Financial Capability The typical annual volume of work for KCM is approximately $15,000,000. KCM maintains Professional Liability (Errors and Omissions) insurance ($1,000,000 per occurrence and in the aggregate) through the Reliance National Indemnity Company. Two of the best indicators of performance are claims history and client evaluation of completed projects. KCM has an extremely low professional liability (errors and omissions) insurance rate due to its excellent claims record and rating and its success in resolving problems via amicable resolution prior to litigation. Also attributable to KCM's positive claims record is our long-standing in-house Loss Prevention Program in which all professional and technical employees are required to participate. For additional information regarding claims history, please contact KCM's Contracts/Loss Prevention Administrator. For specific financial information, contact KCM's Controller. Recent Clients Some of KCM's recent clients include: Alderwood Water District, Boeing, Clallam County, Douglas County, Highline Water District, King County, Kitsap County, Port of Seattle, Snohomish County, Olympus Terrace Sewer District, Pierce County, Southwest Suburban Sewer District, Cities of Auburn, Bainbridge Island, Bellevue, Black Diamond, Bremerton, Des Moines, KCM c7 r CITY OF RENTON Kennydale Lakefront Sanitary Sewer Replacement Planning / Building J Public Works Qualifications and Expertise... Page 2 Ellensburg, Enumclaw, Everett, Federal Way, Forks, Friday Harbor, Kent, Kirkland, Lacey, Lake Stevens, Marysville, Mukilteo, North Bend, Puyallup, Redmond, Renton, Richland, Seattle, Sedro-Woolley, Shoreline, Snoqualmie, Stanwood, Sumas, and Tukwila, and numerous federal agencies. Recent Significant Projects KCM has worked on a wide range of sanitary sewer and storm drainage pipeline projects over the past five years. Many of these projects have included the construction of underwater pipelines similar to the Kennydale Lakefront Sanitary Sewer. A partial listing of these projects is included in our SF 254 in the following pages. Detailed descriptions of five recent underwater pipeline projects managed by Jeff Lykken, P.E., our proposed project manager for the Kennydale Lakefront Sanitary Sewer Replacement Project, are included in the Project Experience section of this statement of qualifications.. Current Workload KCM projects the company's workload for the following six months on a monthly basis. Our current backlog stands near 50% for the first half of 1999. These projections indicate that the firm has more than sufficient capacity for your project. WrM M = = = = = = = M STANDARD 1. Firm Name/Business Address: 2. Year Present Firm 3. Date Prepared: FORM (SF) Established: 1943 October 5,1998 254Seattle, KCM, Inc. 1917 First Avenue 4. Specify type of ownership and check below, if applicable Corporation WA 98101-1027 Architect -Engineer Taxpayer Identification No. 91-0888400 A. Small Business and Related Services Questionnaire 1a. Submittal is for Ej Parent Company 0 Branch or Subsidiary Office B. Small Disadvantaged Business C. Woman -owned Business 5. Name of Parent Company, if any: 5a. Former Parent Company Name(s), if any, and Year(s) Established: Tetra Tech, Inc. James Carey & Associates, 1943-1948 Kramer, Chin & Mayo, Inc. 1968-1993 630 No. Rosemead Boulevard Carey & Kramer, 1948-1968 KCM, Inc. 1993-1995 Pasadena, California 91107 6. Names of not more than Two Principals to Contact: Title/Telephone 1) Stephen C. Wagner, P.E., President (206) 443-5300 2) John C. McGlenn, P.E., Vice President (206) 443-5300 7. Present Offices: City/State/Telephone/No. Personnel Each Office 7a. Total Personnel 1,846 See Attachment #1 8. Personnel by Discipline: (List each person only once, by primary function.) 21 Administrative 0 Electrical Engineers 0 Oceanographers 0 Fisheries Biologists 7 Architects 0 Estimators 8 Planners: Urban/Regional 1 Limnologists 0 Chemical Engineers 0 Geologists 6 Sanitary Engineers 0 Certified Value Specialists 33 Civil Engineers 5 Hydrologists 0 Soils Engineers 2 Computer Specialists 0* Construction Inspectors 0 Interior Designers 0 Specification Writers 3 Marketing Staff 4 Drafters/CAD Operators 0 Landscape Architects 12 Structural Engineers 2 Technical Editors/Graphics 0 Ecologists 3 Mechanical Engineers 0 Surveyors 0 Environmental Engineers 1 Economists 0 Mining Engineers 3 Transportation Engineers 0 Hazardous Materials Specsts * 80 construction inspectors available through CMI, a wholly-ozoned subsidianj of KCM 115 Total Personnel 9. Summary of Professional Services Fees Ranges of Professional Services Fees Received: (Insert Index number) Last 5 Years (most recent year first) Index 1. Less than $100,000 1997 1996 1995 1994 1993 2. $100,000 to $250,000 Direct Federal contract work, including2 2 4 4 1 overseas — — 3. $250,000 to $500,000 4. $500,000 to $1 million All other domestic work 8 8 8 8 8 5. $1 million to $2 million All other foreign work* 5 5 6 6 6 6. $2 million to $5 million * Firms interested in foreign work, but without such experience, check here: Q 7. $5 million to $10 million 8. $10 million or greater Attachment 1. TETRA TECH COMPANIES - PERSONNEL BY OFFICE KCM, INC. Seattle, WA .............................. (206) 443-5300 ............ 80 Juneau, AK ............................... (907) 586-6400 .............. 1 Portland, OR ............................ (503) 684-9097 ............26 Kennewick, WA ........................ (509) 783-7571 .............. 5 Kaohsiung, Taiwan ................... 011-886-2-703-8448 ...... 3 TETRA TECH, INC. Pasadena, CA (Corp. HQ) ....... (818) 449-6400 ............86 Alburquerque, NM .................... (505) 881-3188 ............ 20 Alexandria, VA ......................... (703) 931-9301 ............84 Amarillo, TX ............................. (806) 355-9480 ..............6 Baltimore, MD .......................... (410) 356-8993 ............16 Christiana, DE .......................... (302) 738-7551 ............ 74 Fairfax, VA ................................ (703) 385-6000 ............81 Fairview Heights, IL ................. (618) 632-5801 ..............7 Helena, MT .............................. (406) 449-3440 ..............3 Kansas City, KS ....................... (913) 621-6041 .............. 7 Lafayette, CA ........................... (510) 283-3771 ............ 35 Las Vegas, NV ......................... (702) 233-1735 ..............1 Oklahoma City, OK ................... (405) 732-8815 ..............3 Oak Ridge, TN ......................... (423) 220-9933 .............. 1 Pittsburgh, PA .......................... (412) 934-1120 ..............3 Redmond, WA .......................... (425) 883-1912 ............ 23 San Bernardino, CA ................. (909) 381-1674 ............69 San Diego, CA ......................... (619) 454-2313 ..............9 San Francisco, CA ................... (415) 974-1221 ............ 52 Santa Barbara, CA ................... (805) 681-3100 ............ 44 Santa Maria, CA ....................... (805) 739-2600 ............ 20 GEOTRANS, INC. Sterling, VA .............................. (703) 444-7000 ............52 Atlanta, GA ............................... (770) 642-1000 .............. 5 Boulder, CO ............................. (303) 440-4556 ............21 Freehold, NJ ............................ (908) 409-0344 ..............6 Harvard, MA ............................. (508) 772-7557 ............ 20 Las Vegas, NV ......................... (702) 737-7225 ............12 HYDRO -SEARCH Costa Mesa, CA ....................... (714) 513-1415 ............13 Denver, CO .............................. (303) 279-7982 ............ 17 Houston, TX ............................. (713) 520-7667 .............. 5 Milwaukee, WI .......................... (414) 792-1282 ............ 16 Phoenix, AZ .............................. (602) 894-2800 .............. 8 Reno, NV ................................. (702) 324-5900 ............24 Sacramento, CA ....................... (916) 853-1800 ............ 13 SIMONS, I -I & ASSOCIATES Costa Mesa, CA ....................... (714) 513-1280 ............ 20 Santa Maria, CA ....................... (805) 739-2600 .............. 2 Tempe, AZ ................................ (602) 491-1393 ............ 15 Tucson, AZ ............................... (602) 884-9594 ............ 15 TETRA TECH EM, INC. Chicago, IL ............................... (312) 856-8700.......... 106 Aiken, SC ................................. (803) 642-8665 ............ 18 Albuquerque, NM ..................... (505) 246-9192 ............ 18 Atlanta, GA ............................... (404) 522-2867 ............ 27 Baton Rouge, LA ...................... (504) 295-3933............ 11 Burlington, MA ......................... (619) 229-6430 ..............4 Charleston, SC ......................... (803) 744-4809 .............. 7 Cincinnati, OH .......................... (513) 241-0149 ............ 14 Dallas, TX ................................ (214) 754-8765 ............ 30 Denver, CO .............................. (303) 295-1101 ............79 Helena, MT .............................. (406) 442-5588 ............27 Hilo, HI ..................................... (808) 935-1690.............. 1 Honolulu, HI ............................. (808) 831-6600 .............. 4 Houston, TX ............................. (713) 589-6477 .............. 5 Kansas City, KS ....................... (913) 281-2277 ............25 Lexington, KY ........................... (502) 867-1397.............. 1 Los Alamos, NM ....................... (505) 662-3822 .............. 1 Milwaukee, WI .......................... (414) 821-5894 ............ 10 Nashville, TN ............................ (615) 256-1191 .............. 6 Orlando, FL .............................. (407) 273-3550 .............. 1 Philadelphia, PA ....................... (215) 972-0444 ............ 28 Pittsburgh, PA .......................... (412) 935-0377 .............. 1 Portland, OR ............................ (503) 227-7516 ............ 12 Rockaway, NJ .......................... (201) 983-0507 .............. 7 Rolling Meadows, IL ................. (708) 255-4166 ............ 16 Sacramento, CA ....................... (916) 852-8300 ............ 34 San Diego, CA ......................... (619) 225-1883 ............ 14 San Francisco, CA ................... (415) 543-4880 .......... 136 Seattle, WA .............................. (206) 624-2692 ............ 32 St. Paul, MN ............................. (612) 224-1149 .............. 3 Vienna, VA ............................... (703) 287-8880 ............95 Manila, Philippines ................... 63-2-922-6913 ............. 42 Schriesheim, Germany ............ 49-6203-698958 ............ 1 Cebu, Philippines ..................... 63-3-2232-1821 ............. 5 Buenos Aires, Argentina .......... no phone ........................ 1 New Delhi, India ....................... 91-129-27-5381 ............. 1 Total Personnel ................................................. 1,846 Experience Profile Code Numbers for use with questions 10 and 11 001 Acoustics; Noise Abatement 044 Health Systems Planning 087 Railroad; Rapid Transit 002 Aerial Photogrammetry 045 Highrise; Air -Rights -Type Buildings 088 Recreation Facilities (Parks, Marinas, Etc.) 003 Agricultural Development; Grain Storage; Farm 046 Highways; Streets; Airfield Paving; Parking Lots 089 Rehabilitation (Buildings; Structures; Facilities) Mechanization 047 Historical Preservation 090 Resource Recovery; Recycling 004 Air Pollution Control 048 Hospital & Medical Facilities 091 Radio Frequency Systems & Shieldings 005 Airports; Navaids; Airport Lighting; Aircraft Fueling 049 Hotels; Motels 092 Rivers; Canals; Waterways; Flood Control 006 Airports; Terminals & Hangars; Freight Handling 050 Housing (Residential, Multi -Family; Apartments, 093 Safcty Engineering; Accident Studies; OSHAStudies 007 Arctic Facilities Condominiums) 094 Security Systems; Intruder & Smoke Detection 008 Auditoriums & Theatres 051 Hydraulics & Pneumatics 095 Seismic Designs & Studies 009 Automation; Controls; Instrumentation 052 Industrial Buildings; Manufacturing Plants 096 Sewage Collection, Treatment and Disposal 010 Barracks; Dormitories 053 Industrial Processes; Quality Control 097 Soils & Geologic Studies; Foundations 01 I Bridges 054 Industrial Waste Treatment 098 Solar Energy Utilization 012 Cemeteries (Planning & Relocation) 055 Interior Design; Space Planning 099 Solid Wastes; Incineration; Land Fill 013 Chemical Processing & Storage 056 Irrigation; Drainage 100 Special Environments; Clean Rooms, Etc. 014 Churches; Chapels 057 Judicial and Courtroom Facilities 101 Structural Design; Special Structures 015 Codes; Standards; Ordinances 058 Laboratories; Medical Research Facilities 102 Surveying; Platting; Mapping; Flood Plain Studies 016 Cold Storage; Refrigeration; Fast Freeze 059 Landscape Architecture 103 Swimming Pools 017 Commercial Buildings (low rise);Shopping Centers 060 Libraries; Museums; Galleries 104 Storm Water Handling & Facilities 018 Communications Systems; TV; Microwave 061 Lighting (Interiors; Display; Theatre, Etc.) 105 Telephone Systems (Rural; Mobile; Intercom, Etc.) 019 Computer Facilities; Computer Service 062 Lighting (Exteriors; Streets; Memorials; Athletic Fields, 106 Testing & Inspection Services 020 Conservation and Resource Management Etc.) 107 Traffic & Transportation Engineering 021 Construction Management 063 Materials Handling Systems; Conveyors; Sorters 108 Towers (Self -Supporting & Guyed Systems) 022 Corrosion Control; Cathodic Protection; Electrolysis 064 Metallurgy 109 Tunnels & Subways 023 Cost Estimating 065 Microclimatology; Tropical Engineering 110 Urban Renewals; Community Development 024 Dams (Concrete; Arch) 066 Military Design Standards I I I Utilities (Gas & Steam) 025 Dams (Earth; Rock); Dikes; Levees 067 Mining & Mineralogy 112 Value Analysis; Life Cycle Costing 026 Desalinization (Process & Facilities) 068 Missile Facilities (Silos; Fuels; Transport) 1 13 Warehouses & Depots 027 Dining Halls; Clubs; Restaurants 069 Modular Systems Design; Pre -Fabricated Structures or 1 14 Water Resources; Hydrology; Ground Water 028 Ecological & Archeological Investigations Components 115 Water Supply, Treatment and Distribution 029 Educational Facilities; Classrooms 070 Naval Architecture; Off -Shore Platforms 116 Wind Tunnels; Research/Testing Facilities Design 030 Electronics 071 Nuclear Facilities; Nuclear Shielding 1 17 Zoning; Land Use Studies 031 Elevators; Escalators; People -Movers 072 Office Buildings; Industrial Parks 203 Animal Shelters 032 Energy Conservation; New Energy Sources 073 Oceanographic Engineering 209 Civic Buildings, Community Centers 033 Environmental Impact Studies, Assessments or 074 Ordnance; Munitions; Special Weapons 218 Economic Impact and Feasibility Studies Statements 075 Petroleum Exploration; Refining 220 Engineering Consultation and Reports 034 Fallout Shelters; Blast -Resistant Design 076 Petroleum and Fuel (Storage and Distribution) 221 Environmental Testing and Analysis 035 Field Houses; Gyms; Stadiums 077 Pipelines (Cross -Country -- Liquid & Gas) 230 Lake Rehabilitation and Management 036 Fire Protection 078 Planning (Community, Regional, Areawide and State) 236 Marine Biology 037 Fisheries; Fish Ladders 079 Planning (Site, Installation, and Project) 239 Military Facilities, Armory 038 Forestry & Forest Products 080 Plumbing & Piping Design 243 Municipal Engineering 039 Garages; Vehicle Maintenance Facilities; Parking 081 Pneumatic Structures; Air -Support Buildings 256 "Training Decks 082 Postal Facilities 258 Wetlands 040 Gas Systems (Propane; Natural, Etc.) 083 Power Generation, Transmission, Distribution 262 Aquatic Biology (fresh water)/Aquariums 10. Profile of Firm's Project Experience, Last 5 Years Profile Number of Total Gross Fees Profile Number of Total Gross Fees Profile Number of Total Gross Fees Code Projects (in thousands) Code Projects (in thousands) Code Projects (in thousands) 1) 021 21 309 11) 066 2 15 21) 104 131 6,485 2) 033 3 9 12) 078 9 350 22) 107 5 38 3) 037 115 4,881 13) 079 10 1,300 23) 109 1 21 4) 039 5 1,703 14) 080 55 785 24) 112 155 3,691 5) 043 4 28 15) 089 75 1,600 25) 115 78 2,882 6) 046 40 1,525 16) 092 6 465 26) 218 2 13 7) 048 6 220 17) 095 19 360 27) 230 100 3,352 8) 050 2 73 18) 096 118 15,763 28) 258 2 120 9) 052 1 6 19) 101 80 4,305 29) 262 14 5,032 10) 054 6 220 20) 102 19 2,200 30) 274 7 121 11. Project Examples, Last 5 Years Profile P ..C' Owner Name and Cost of Work Completion Date Code "JV", or Project Name and Location Address (in (Actual or "IE" thousands) Estimated) 104 114 P Star Lake Basin Drainage Improvements PS&E: Design 5 City of Federal Way 1998 projects identified in Drainage Comp Plan. Primarily pipe 33530 1st Way South 61 (fee) enlargements ranging from 12" to 60". Federal Way, WA Federal Way, WA 98003-6210 (253) 661-4095 104 P SW 340th Regional Storage PS&E: Design of 11.3 acre-foot City of Federal Way 1998 stormwater storage facility with 24-inch lateral pipeline. Federal 33530 Ist Way South 80 (fee) Way, WA Federal Way, WA 98003-6210 (253)661-4095 096078 P Wastewater Treatment Engineering Report: Evaluated upgrade Town of Coupeville 1998 needs for an existing 250,000 gpd oxidation ditch WWTP. 4 NE Seventh Street, PO Box 725 48 (fee) KCM will evaluate unit process capacity, outfall dilution, and Coupeville, WA 98239 (360) 678-4461 104 P Outfall Interceptor Phase 2 The Boeing Co. -Central Region, FAMO 1998 P.O. Box 3707 M.S. 63-04 43 (fee) Seattle, WA 98124-2207 (425) 237-1323 104 P Westside Interceptor Project No. 2: Design storm water pipe for City of Beaverton 1998 westside interceptor. Includes specifications & svcs during P.O. Box 4755 70 (fee) bidding and construction. Beaverton, OR Beaverton, OR 97076 (503) 526-2447 P Wastewater Effluent Disposal System Predesign: Review & City of Port Orford 1998 update previous alternatives, develop new alternatives incl. PO Box 310 30 (fee) ocean outfall, make recommendations for final disposal. Port Orford, OR 97465 (541) 332-3681 220096 P E. Mead Sewer Collection: Sewage collection plan for a mixed City of Yakima 1997 resi./commercial area. Determined pipe sizes & reconciled utility 2220 E. Viola 35 (fee) conflicts. Proposed collection facilities; cost estimates. Yakima, Yakima, WA 98907 (509) 575-6000 KCM 096 C Lafayette Wastewater Facilities Plan: Evaluated WWTP plant Westech Engineering, Inc. (tcc) 1997 discharges to Yamhill River to meet phosphorous limit in the 3841 Fairview Industrial Drive SE, Suit 0 (0 585-2474 21 summer. Outfall improvements are required. Salem, OR 97302 096 021 051 p Wastewater Improvements: Design & const. Svcs for extended City of Cascade Locks 1996 aeration facility utilizing UV disinfection; Incl. new oulfall, 2 P.O. Box 308 721 (fee) pump stations, & 17,000 ft of pipelines. Cascade Locks, OR 97014 (503) 374-8484 096220 P Hermiston Wastewater Utility Study: WW collection system City of'Hermiston 1996 study including review of pump stations, pipe sizing & condition; 180 NE 2nd Street 39 (fee) determine basins; size future lines. Hermiston, OR Hermiston, OR 97838 (541) 564-0358 115 P Bull Run Lake Low Water Discharge System: Design & const of Advanced American Diving (Ice) 1996 submerged low-level water outlet system by extending 36" intake 415 So. McLoughlin Blvd. (503) 650-8207 49 into deeper water. Oregon City, OR pipe p" g Y, Oregon City, OR 97045 g Y� 104 P Outfall Interceptor: Preparations of'plans, specs & cost The Boeing Company (1'cc) 1996 estimates for--4,000 t't. of new storm drain and a new outl'all to P.O. Box 3707 M.S. 63-04 70 Lake Washington at Boeing's Renton, WA plant. Seattle, WA 98124-2207 104 P Tanner Creek Diversion - Phase 1: Design & construction City of Portland Environmental Svcs 1995 services for 4,000 ft. of 72- and 84-inch stormwater pipeline. 1 120 SW 5th Avenue, Room 400 (503) 823 7089 276 (I'ee) Portland, OR Portland, OR 97204-1972 080 115 P Friday Harbor Seawater System Upgrade: Design ol' seawaler University ol' Washington 1995 purnp station Incl. intake pipes, purnp house, pumps, piping, Facilities Planning & Constructn FJ-05 (206) 543-5200 (ce) 34 valves, discharge pipes; demo of pier. Friday Harbor, WA Seattle, WA 98195 115 220 P Three Tree Point Water Line Replacement: Predesign report to Highline Water District (fcc) 1995 review/select const. method & pipeline material for steep slope P.O. Box 3867 (206) 824 0375 24 application west ol' Burien, WA. Kent, WA 98032 092 P Canyon B Pipeline: Design of 4,000 ft. of'60" pipeline to divert Douglas Co. Public Works 640 1995 canyon flood flows from homes and under an irrigation canal and 470 Ninth Street NE 84 (Fee) state highway, to drain into Columbia River. near East East Wenatchee, WA 98802 (509) 884-7173 115 021 1' Estacada Industrial Park Waterline: Design & construction City of Estacada 1994 services, 3,000 feet of 12 inch pipe and 8 inch waterline P.O. Box 958 (503) 630-8270 16 (I'ee) Estacada, OR 97023 115021 P Waterline Extension Construction Administration Services: City of Forks 1994 Extending an industrial area water supply line of approx. I7,250 5th & Division, PO Box 1998 (360) 374-5412 2(1(Icc) If of 10 & 12 inch diameter pipeline. Forks, WA Forks, WA 98331-9998 104 P Subbasin F Drainage Improvements: Developed plans, specs & City of Auburn 1,000 1994 cost estimates for replacement ol' 4,000 I't ol' undersized pipeline, PO Box 989 / 25 West Main 75 (I*ee) incl. new 42" ouU'all to the Green River. Auburn, WA Auburn, WA 98002 (253) 804-5060 KCM 096 079 P Wastewater Facility Planning Study: Plan to accommodate growth Makah Indian Tribe 1994 & upgrade existing collection, treatment & outfall facilities; 1/I P.O. Box 115 115 (fee) analysis to meet DOE/EPA requirements. Neah Bay, WA 98357 (360) 645-2201 104 092 P McAleer Creek Stormwater Control: Feasibility study & design of King County SWM Div. 700 1994 4 alternative solutions using HEC-II, incl. two .5-mi. pipelines & 700 Fifth Avenue Suite 2200 252 (fee) dredging; fish passage facility; EIS. Lake Forest Park, WA Seattle, WA 98104 (206) 296-8313 104 P Shusman Avenue Storm Drainage Pipeline: Design approx. 1,200 City of Snoqualmie 1994 ft ol' pipe, including new outfall to Snoqualmie River. 109 River Street/ Box 987 45 (fee) Snoqualmie, WA Snoqualmie, WA 98065 (425) 888-5337 104 CDID #I Project 94-15 Pioneer PS Recon: Design and const. Svcs. Consolidated Diking Improvemt Dist #1 1994 for rebuilding pump station and placement of new pumps & 5350 Pacific Way I I (fee) discharge pipelines. Longview, WA 98632 (360) 423-2493 104 P Academy Way So. Outfall Restoration: Predesign to investigate a City of Auburn 1993 failing steep -hank pipeline, including repair and replacement PO Box 989 / 25 West Main 10 (fee) alternatives. Auburn, WA Auburn, WA 98002 (253) 804-5060 104 P Main Street Outfall Repair: Developed plans, specifications, and City ol'Auhurn 60 1993 cost estimates 1'or replacement of a 36-inch outfall to the Green PO Box 989 / 25 West Main 27 (1'ec) River. Auburn, WA Auburn, WA 98002 (253) 804-5060 104 046 096 P Diagonal Avenue South CSO Control Project. Design of 12"-120" City of Seattle 7,000 1993 097 tot toe diam. Pipelines to separate storm & sanitarysewer facilities, incl. 910 Municipal Bldg. 600 4th Avenue 207 (fcc)tt2 tt4 SEPA review. Seattle, WA Seattle, WA 98104 (206) 684-5179 096 220079 P Facility Plan & Upgrade Design: Expansion of WW collec. & City of Stevenson 1993 treat. facilities; sewer extension to new resort; activated sludge P. O. Box 371 539 (fcc) treat.; outfall to Columbia R.; O&M manual. Stevenson, WA Stevenson, WA 98648 (509) 427-5970 104066239 P EHW Fiberglass Storm Pipe Lining: Reline fiberglass storm drain U.S. Navy, NAVFACENGCOM, NW 170 1993 042 at Explosives Handling Wharf with a flexible resin empregnated 19917 - 7th Avenue NE 18 (fee) tube. Subase Bangor, Washington Poulsho, WA 98370-7570 (360) 396-5058 096079220 13 Wastewater Facility Plan: Planning for upgrade/expansion of* City ol'Cascade Locks 1993 051 treatment facility, incl. new outfall into the Columbia & addn ol' P.O. Box 308 70 (fcc) collection & interceptor piping and pump stations. Cascade Locks, OR 97014 (503) 374-8484 230 tot 080 P Lake Stevens Aerator: Design of partial -lift aeration system for Snohomish Co. DPW/SWM Div. 1,000 1993 deep glacial lake. Incl. 4 130-ft fiberglass aerators w/ onshore 2930 Wetmore Avenue, Suite 101 180 (Ice) compressor and air -supply pipeline. Lake Stevens, WA Everett, WA 98201 (425) 388-3464 12. The foregoing is Otte et )II I tcts. Signature: Typed Name and Title: Stephen C. WaMr, P.R., Preside"t Date: n�t�,hcr 5, 1��2tt CM 11 PROJECT EXPERIENCE I PROJECT EXPERIENCE Wastewater engineering has ' been at the core of KCM's professional practice since the firm was established in 1943, over 50 years ago. KCM has been active throughout the Northwest in t planning, design construction and troubleshooting of wastewater facilities for ' numerous city, county, state, federal and private clients. A particular strength of the firm is our expertise in the design of pipelines, pump stations, and outfalls. F] 1 Our experience in the design of underwater pipelines is unmatched on the West Coast. KCM has been responsible for the design and construction observation of over fifty miles of underwater pipelines in Washington, Oregon, California and Alaska involving scores of projects. Local examples of our underwater pipeline experience include the Kenmore Intertie in Lake Washington, the Issaquah Interceptor in Lake Sammamish, and the West Point Emergency Bypass Outfall for Metro. The following pages present five projects that KCM has recently completed in the central Puget Sound area. Most of the issues encountered on these five projects are particularly relevant to the Kennydale Lakefront Sewer Replacement project. Each of the example projects included construction or rehabilitation of an underwater pipeline; they all included significant coordination with regulatory agencies to ensure compliance with agency standards and facilitate approval of permits; and most required interaction with local residents and businesses to negotiate easements and mitigate construction impacts. Jeff Lykken, P.E., our proposed Project Manager for the Kennydale Lakefront Sewer Replacement project, managed all five projects. KCM fl Related Project: South Vasa Park Sanitary Sewer Upgrade Client: City of Bellevue The Problem: Flows in the sewer conveyance system to the Vasa Park Pump Station were nearing the system's capacity because of growth in the Cougar Mountain area of Bellevue. A new trunk sewer was required to accommodate continued growth of the area. Replacing the existing 8" sewer, which followed State Route 901 approximately 1.5 miles to the pump station, presented challenges because of numerous utility conflicts and the difficulty of constructing a pipeline along a winding, heavily traveled state road. Y� The Solution: KCM was able to significantly reduce the length of pipeline required by revising the sewer alignment. Rather than follow SR The new sewer terminates in Metro's 48-inch diameter Issaquah Interceptor trunk sezoer (designed by KCM in 1966), submerged in Lake Sammamish. 901, the new trunk sewer was routed to Lake Sammamish and connected to Metro's 48-inch diameter Issaquah Interceptor trunk sewer (designed by KCM in 1966), which is submerged in the lake. KCM's design included the installation of 150 feet of 16-inch pile -supported offshore pipeline, which replaced an existing 8-inch connection to the Issaquah Interceptor. The revised alignment reduced the trunk sewer length by nearly 3,000 feet, saving several hundred thousand dollars in construction costs. Role of KCM: KCM provided a predesign study that included evaluation of four alternate pipeline alignments and their costs, and recommendations for a preferred alternative. KCM followed with final design, permitting and regulatory assistance, PS&E, ' and construction services. Permitting and regulatory assistance included securing a Hydraulic Project Approval, Shoreline Substantial Development Permit, Water Quality Certification, ' and Short -Term Water Quality Modification permit for the work within Lake Sammamish. ' Project Team Personnel: Jeff Lykken, Project Manager Bill Grosvenor, Senior Structural Engineer ' Cost Information: KCM Design Fee: $120,000 Construction Cost: $850,000 ' Schedule: Construction Completed in 1992 Key Features: 4,000 feet of trunk sewer upgrade along State Route 901 150 feet of 16-inch pile -supported offshore pipeline The new sewer connects to Metro's Issaquah Interceptor trunk sezver, submerged in Lake Sammamish Reference: Bore and jack crossing of an Interstate 90 off -ramp City of Bellevue: Wes Jorgenson (425) 453-4887 KKIM 1 Related Project: Subbasin F Storm Drainage Improvements Client: Citr of Auburn The Problem: Subbasin F in Auburn is an 85-acre, highly urbanized area that drains to the Green River. The area was subject to chronic flooding, even during moderate rainfall events. The City's Comprehensive Drainage Plan called for upsizing the storm drainage trunk system and constructing a new stormwater pump station to alleviate flooding when high water in the Green River restricts gravity flow in the storm drainage system. The Solution: KCM first performed a preciesign study to establish required pipeline improvements and further investigateFLO the feasibility of constructing a stormwater pump station. The upgraded storm drainage system alleviated A SWMM analysis indicated that the vast majority of chronic flooding even during periods of high flooding would be alleviated by upsizing the existing Green River stage. storm drain network and constructing a new outfall to the Green River. The study revealed that the pump station was not warranted, saving over a million dollars in construction cost. OutfM to Green River shortly after construction, prior to revegetation. Project Team Personnel: Jeff Lykken, Project Manager Doug Genzlinger, Senior Civil Engineer Cost Information: KCM Design Fee: $100,000 Construction Cost: $900,000 Schedule: Construction Completed in 1994 I Reference: ICity of Auburn: Tim Carlaw (253) 804-5060 Role of KCM: The second phase of the project included development of plans, specifications, and construction cost estimates for replacing 4,000 feet of storm drainage pipe in the subbasin and adding a new 42-inch diameter outfall to the Green River. KCM was responsible for permitting and regulatory approvals on the project, securing the Shoreline Substantial Development permit, Hydraulic Project Approval, Corps of Engineers Section 10 permit, Short Term Modification of Water Quality permit, and Section 404 Water Quality Certification. Key Features: New 42-inch diameter outfall to the Green River Replacement of 4,000 feet storm drainage pipeline Bioengineering measures to stabilize the river bank at the new outfall and enhance fish habitat in the river KCM worked closely with the Department of Fish and Wildlife and Ecology during design development to ensure compliance with agency standards and facilitate approval of permits. KCM I Related Project: Main Street Outfall Repair Client: City of Auburn The Problem: A 30-inch diameter CMP storm drain outfall to the Green River was collapsing and on the verge of failure. The pipeline is located within a drainage easement bordered by single-family residences along the river, making construction access very difficult. The Solution: KCM's final design solution included replacing the damaged portion of the outfall pipe with a new cast -in -place pipe section and adding a headwall and flapgate at the river's edge. To minimize the amount and duration of in -water construction, the headwall was designed as a precast concrete unit, allowing it to be set into place and connected to the repaired outfall pipe in under one day. A precast headwall helped minimize the amount of in -water construction. Equipment and worker access to the outfall was through the carport of this single-family residence. Project Team Personnel: Jeff Lykken, Project Manager Cost Information: KCM Design Fee: $20,000 Construction Cost: $80,000 Schedule: Construction Completed in 1993 Reference: City of Auburn: Tim Carlaw (253) 804-5060 Role of KCM: KCM prepared plans, specifications, and construction cost estimates for repair of the outfall, and helped the City negotiate construction easements with surrounding homeowners. KCM was responsible for permitting and regulatory approvals on the project, securing the Hydraulic Project Approval (HPA), and Short Term Modification of Water Quality permit. Key Features: Rehabilitation of 30-inch diameter outfall to the Green River. Precast headwall structure to minimize in -water construction Bioengineering measures to stabilize the riverbank at the existing outfall and enhance fish habitat in the river KCM was responsible for all regulatory approvals and permitting for work in the river and assisted the City in negotiating easement and access conditions for construction. K(_ 1 Related Project: Drainage & Sewer Improvements at Boeing Renton Plant Client: Boeing Commercial Airplane Group The Problem: Seven storm drainage outfalls to the Cedar River from Boeing's Renton Plant were failing. Nearby, a King County inverted siphon for wastewater flows was under - capacity during large storms, causing raw sewage overflows into Lake Washington. The Solution: A new 24- to 54-inch diameter pipeline through the Cedar River Trail Park captures flow from the failing stormwater outfalls and directs it to a new 60-inch diameter, pile -supported Lake Washington outfall. Parallel to the new storm trunk, a new 36-inch diameter interceptor sewer expands wastewater flow capacity and connects to a new, additional siphon. The two projects, for two different clients, were bid together to minimize disruption to the park. r A new 5-foot-diameter pile -supported outfall to Lake Washington replaced seven failing outfalls to the Cedar River. Role of KCM: KCM was the prime consultant for Boeing, providing the final design, permitting and regulatory assistance, PS&E, and construction services for the storm drainage improvements. KCM worked closely with King County's consultant to resolve tight scheduling issues and ensure conformity between bid documents. To avoid disruption to Boeing's delivery schedule, trenches were shored with 40-foot sheet piles, allowing the trench to be backfilled each night so airplanes could cross. Reference: Project Team Personnel: Jeff Lykken, Project Manager Doug Genzlinger, Senior Civil Engineer Bill Grosvenor, Senior Structural Engineer Molly Adolfson, Permit Support Jennifer Kauffman, Community Relations Cost Information: KCM Design Fee: $240,000 Construction Cost of Storm Drainage Improvements: $3,000,000 Schedule: Storm Drainage Construction Completed July 1998 ' Boeing: Elena Olinares (425) 234-3080 King County: Rick Andrews (206) 684-1306 Key Features: New 60-inch diameter pile -supported outfall to Lake Washington 3,500 feet of storm drainage improvements through the Cedar River Trail Park 500 feet of 54-inch storm drain pipe under Boeing's airplane towpath, requiring nightly backfill of trench to allow airplane passage during construction Two projects, for two clients, using two different consultants, bid together to minimize park disruption. KCM Related Project: City of Bellevue Sanitary Sewer Overflow Client: City of Bellevue and King County Wastewater Treatment Division The Problem: A sanitary sewer overflow from the Medina ' Pump Station in Bellevue, Washington had become exposed in Lake Washington over time. The pipeline was subject to damage from boaters and violated a condition of the easement negotiated with the property owner, which called for a "buried pipe" in the lake. C� L . The Solution: After performing a diver survey of the existing pipeline, KCM determined that the existing pipe could be re -buried by jetting lake bottom material from below the pipe, allowing it to settle into place. The jetting was performed between "sedimentation curtains" which contained turbidity, meeting the conditions of the Hydraulic Project Approval and Temporary Water Quality Modification permits. e' - o": V 6' Min. Sedimentation a . Curtain r 0 r NOTE- r Sedimentation Curtain Shall Completely Enclose s 41 Area to Be Jetted and Shall Remain in Place Until 4 Suspended Sediment Has Adequately Settled to 40 Meet the Critena of the Temporary Water Quality o - Modification Permit � seal r 0 Curtain r Current Po r at lake EklpOnl of Pipe r P pe 0 r Trench Shall Be Allowed•• �• ti.':,y1'; -- a' Min ^' - to Silt in With Native r Sediment. Displaced Sediment From Jetting } Operation Shall Be Evenly•' Existing Pipe Distributed Across the Bottom Jetted in Place Within the Sedimentation Curtain DETAIL 2 SCALE 3/4' = i - 0' C10 The pipe was reburied by jetting the lake bottom and allowing the pipe to settle into place. r r Reference: City of Bellevue: Wes Jorgensen (425) 453-4887 King County: Ed Cox (206) 684-1292 �IN \'il`c oesp� -y\a a r-¢ Q Line of Ordinary High Water at I. � Exstin 1 \'e !�' Sd`c¢ g hor-1ne \P �Y i /QtoP I��M1Y / +emsli / A 12-inch sanitary sewer Pump Station had become exposed along the lake bottom over time Role of KCM: KCM performed an alternatives analysis, prepared plans, specifications, and cost estimates for construction of the preferred alternative and secured all necessary construction permits for the project. Project Team Personnel: Jeff Lykken, Project Manager Bill Grosvenor, Senior Structural Engineer Cost Information: Original Design Budget: $44,000 Planning, Permitting and Design Fees Expended: $24,000 Construction Cost: $40,000 Schedule: Construction completed in 1994. Key Features: 150 feet of exposed pipeline in Lake Washington re -buried by "jetting" between sedimentation curtains KCM responsible for all regulatory approvals and permitting work within the lake Construction work in the lake completed within three days K %Cm u REFERENCES F, n REFERENCES KCM has completed many successful projects for Northwest clients. We think the most meaningful evaluation of that work is by the owner. We have listed four current clients for whom we are doing work and would urge you to contact them. If you would like additional references we will gladly provide them. Mr. Tim Carlaw City of Auburn Public Works 25 West Main Street Auburn, WA 98001 (425) 804-5060 Ms Elena Olinares Boeing Commercial Airplane Group P.O. Box 3707, MS 63-01 Seattle, WA 98124-2207 (425)234-3080 Mr. David Dittmar King County Wastewater Treatment Division 821 Second Avenue Seattle, WA 98104-1598 (206) 684-1813 Mr. Jeff Pratt, P.E. City of Federal Way 33530 First Way South Federal Way, WA 98003 (253)661-4135 KCAI TEAM QUALIFICATIONS L 1 �I 1] I� LJ Ll 1 TEAM QUALIFICATIONS Project Team KCM has assembled a team for the Kennydale Lakefront Sewer Replacement Project with unparalleled experience in the skills required for project success. The KCM team's distinctive strengths are: ♦ A strong project manager, Jeff Lykken, P.E., with proven experience in the evaluation, design and construction of underwater pipelines and outfalls ♦ A thorough understanding of the environmental, permitting and regulatory restraints common to lakefront work ♦ Community involvement specialists with solid experience on design and construction projects ♦ Demonstrated success in estimating construction costs and controlling cost overruns ♦ Recent experience in applying for and administering Public Works Trust Fund Loans. KCM has secured and administered numerous loans for the City of Stanwood, Alderwood Water District and Southwest Suburban Sewer District over the last five years. Joining KCM on the project team are Adolfson Associates, Inc. (AAI), EnviroIssues (EI), White Shield, Inc. (WS), and AGRA Earth and Environmental (AGRA). Adolfson Associates will assist in identifying and securing the permitting and regulatory approvals necessary for project construction and EnviroIssues will provide community involvement support. We believe the permitting and community involvement elements of the project will play key roles in the successful implementation of a preferred replacement alternative. White Shield and AGRA will provide survey/easement and geotechnical support, during the final design phase of the project. Each team member has worked with KCM on similar projects and each member is based out of their firm's Seattle offices. Resumes for each team member is included in the Appendix. Team Members Jeff Lykken, P.E. — Project Manager Jeff Lykken has over 12 years of professional experience managing a wide variety of projects. His primary area of expertise includes utilities design projects for sanitary and storm sewers, CSO's, and water transmission mains. He has participated in all phases of the project development process; ranging from planning, alternatives analysis and predesign; through permitting, final design and construction. His recent experience includes managing the design of underwater pipelines and outfalls for the City of Bellevue, Boeing, and the City of Auburn. His broad range of experience provides the foundation for integrating the efforts of multi -disciplinary consultant teams through planning, design, and construction. Jeff recently completed a joint project between King County and Boeing to replace a section of the Bryn Mawr trunk sewer and construct a new storm drainage trunk line and outfall next to the Renton airport. Doug Genzlinger, P.E. — Predesign/Pipeline Design Doug Genzlinger is a senior civil engineer with over 20 years experience at KCM in managing the design and construction of road, water, wastewater and drainage improvement projects. Between 1991 and 1996, Doug was responsible for overseeing the design and construction of eight miles of trunk sewer in the Alderwood Water District. Unusual aspects of the $10 million ' A -► CITY OF RENTON Kennydale Lakefront Sanitary Sewer Replacement + Planning / Building / Public Works Team Qualifications... Page 2 project include 40-foot deep open cut pipelines, micro -tunneling, pile -supported pipelines, and extensive construction restoration work within Snohomish County. Other large pipeline projects ' include the Lander CSO project for Metro; the South Hanford Street/Bayview Street Tunnel projects; and the Diagonal CSO project for the City of Seattle. As a result of KCM's work on the South Hanford Street/South Bayview Street Tunnel projects, KCM received the Grand Award for Design in the 1988 Engineering Excellence Award Competition sponsored by the Consulting ' Engineers Council of Washington. Barry Scott, P.E. — Principal-in-Charge/Quality Assurance ' Barry Scott is a Vice President at KCM and manages the Water Resources Group. Prior to his present assignment he was KCM's lead hydraulic/mechanical engineer, responsible for the supervision or review of all mechanical, electrical and hydraulic engineering projects. He has ' broad experience in the planning, design and construction of pumping systems, water and wastewater treatment facilities, pipelines, process layout, and hydraulic structures including intakes and outfalls in lakes, streams and ocean environments. His expertise includes saltwater corrosion in piping, valves and pumping systems. Barry's experience has included the planning, preliminary design, and design of storage reservoirs, water pump stations, pressure and level control systems and pump station rehabilitation. His experience in design of pumping systems ranges from very small flows to those in excess of 2,000 cfs. Working with our quality assurance ' staff, he helped develop KCM's design criteria for wastewater conveyance and pump stations. Marty Dirks, P.E. — Constructability Marty Dirks KCM's President Emeritus, with over 30 years experience, has special expertise in ' large civil works projects for municipal and industrial clients. Marty is an internationally recognized expert in design and construction of pipelines using all types of materials. His experience includes design and consultation on over 40 miles of soft -ground tunnels and large pipeline projects. He is called upon often by contractors, other consulting firms, and owners to assist in resolving particularly difficult construction problems. Prior to joining KCM in 1961, Marty was structural designer and chief structural engineer for Metropolitan Engineers for 12 ' years. Metropolitan Engineers, a four -firm joint -venture of which KCM was a member, was responsible for most of the greater Seattle sewerage system improvements. He was project engineer for five major Metro projects and was in direct charge of all structural design, structural construction coordination and cost estimation for contracts exceeding $10,000,000 per year. These projects represent more than 100 miles of large -diameter pipeline, tunnels, and numerous large pumping stations. Bill Grosvenor, P.E. — Structural Design Bill Grosvenor is a senior structural engineer with over 20 years experience. Since joining KCM ' in 1979, his work has included contract drawings and specifications for water and wastewater systems, underwater pipelines, fisheries and aquaculture facilities, waterfront parks, roads, bridges and piers. As a structural designer for Metropolitan Engineers, a four -firm joint venture of which KCM was a member, he participated in numerous projects, including treatment plants, ' pump stations, regulator stations, underwater pipelines, and large -diameter trunk sewers throughout the metropolitan Seattle area. Bill has been the lead structural engineer on most of KCM's underwater pipeline design projects. Molly Adolfson, P.E. (AAI) — Permit/SEPA Molly Adolfson has significant expertise evaluating environmental impacts related to sewer trunks/interceptors, water supply pipelines, wastewater treatment plants, and other large-scale ' municipal projects. She recently completed work on the Alderwood Swamp Creek Trunk Sewer project with KCM preparing the SEPA and environmental documents, wetland planting plans and permit applications for 8 miles of trunk sewer. Molly has recently managed or assisted with ' numerous wastewater and water supply pipelines in King County and nearby locations, KCM A -. CITY OF RENTON Kennydale Lakefront Sanitary Sewer Replacement + Planning / Building / public Works Team Qualifications... Page 3 1 it i 1 including the May Valley Interceptor Project (Phase I and Phase H Predesign) the Bryn Mawr Trunk Sewer Study, and the Honey Creek Subbasin Project for The City of Renton. Jennifer Kauffman (EI) — Community Relations Jennifer has over 18 years of experience working with governments, business and civic interest groups, environmental organizations, and citizens on complex and sensitive development projects. These have included routing and siting studies for pipelines and power plants, waste treatment and disposal facilities, electrical transmission systems, correctional facilities, and the new baseball stadium. Jennifer is currently working as Envirolssue's project manager on the King County Eastside Interceptor Upgrade and is responsible for development and implementation of a community outreach strategy in collaboration with King County and the City of Renton. Ben Peterson, PLS (WS) — Surveying/Mapping/Easements Ben has over 25 years of survey and mapping experience throughout the Pacific Northwest. His extensive technical skills and organizational talents are best evidenced by his successful record of performance as the project surveyor for the Downtown Transit Tunnel; the Henderson/M.L. King CSO, Alki Transfer project; Honey Creek/May Valley Sewer Study; Kenmore Interceptor; and the Denny Way/Lake Union CSO for METRO. Jim Dransfield, P.E. (AGRA) — Geotechnical Jim Dransfield will be responsible for the geotechnical work during final design. Jim has over 20 years design experience and is an expert in geotechnical studies and construction inspection for small and large diameter sewer pipeline projects. He has extensive experience providing geotechnical design criteria for underwater pipeline and waterfront designs, having recently led the effort on outfall construction projects in Gig Harbor, Anacortes, and Longview, WA. vrl Ak-M :� CITY OF RENTON Planning / Building / Public Works Kennydale Lakefront Sanitary Sewer Replacement COMMUNITY RELATIONS Jennifer Kauffman (EI) PERMIT/ENVIRONMENTAL SUPPORT Molly Adolfson, P.E. (AAI) CITY OF RENTON Dave Christensen PROJECT MANAGER Jeff Lykken, P.E. PRINCIPAL -IN -CHARGE/ QUALITY ASSURANCE Barry Scott, P.E. CONSTRUCTABILITY Marty Dirks, P.E. PREDESIGN FINAL DESIGN CONSTRUCTION Jeff Lykken, P.E. Jeff Lykken, P.E. SERVICES Jeff Lykken, P.E. PIPELINE DESIGN COST ESTIMATING Jeff Lykken, P.E. Jeff Lykken, P.E. Doug Genzlinger, P.E. Doug Genzlinger, P.E. SURVEYING/ STRUCTURAL MAPPING/ Bill Grosvenor, P.E. EASEMENTS Ben Petersen, PLS GEOTECHNICAL (WS) Jim Dransfield, P.E. (AGRA) AAI = Adolfson Associates, Inc. El = Envirolssues WS =White Shield, Inc. KCM AGRA = AGRA Earth & Environmental PROJECT UNDERSTANDING AND APPROACH I I PROJECT UNDERSTANDING AND APPROACH ' Project Understanding The Kennydale lakefront sanitary sewer is an 8-inch line in Lake Washington that serves 51 homes along the lake and the bathhouse at Kennydale Beach Park. The 4,700-foot-long cast-iron line begins at the north end of Gene Coulon Park and ends at North 40th Street. A flush station at the north end of the park flushes lake water through the pipe to a City of Renton lift station in the ' 3900 block of Lake Washington Boulevard North. The flush system was installed in the 1970s. Except for the first 300 feet of pipe, the sewer was installed in the lake. The pipe generally follows the shoreline, 5 to 60 feet offshore. Because its profile follows the lake bed elevation, the line has several significant sags. Sediment accumulates in these "bellies," causing backups in the line and overflows into Lake Washington. According to a 1986 survey by Horton Dennis & Associates, the top of the pipe is exposed above ' the lake surface along roughly 900 feet of the alignment. Where the pipe is buried, the depth of cover does not exceed 2 feet. The lake depth varies from 3 to 5 feet along most of the alignment. Because of the line's proximity to the shore and its minimal depth of cover, the pipe has been ' snagged by boaters and contractors over a half -dozen times, damaging the pipeline. The 4,700-foot line has only one access point, at Coleman Point, making it very difficult to ' maintain. This access point is also where the line overflows to the lake when it backs -up. The City has increased maintenance efforts over the past several summers to better flush and rod the line. The increased maintenance has reduced the frequency of overflows to the lake, but the City wishes to upgrade the facility because of its past problems and the continued uncertainty about ' the pipe's condition where it cannot be accessed. The Kennydale Lakefront Sanitary Sewer Replacement project will consist of two phases— predesign and final design. The predesign phase will consist of a thorough review and evaluation ' of alternatives for replacing the facility. Included in the predesign effort will be the identification of permitting and regulatory requirements and the processing of a Public Works Trust Fund loan. The design phase will include final design of a selected alternative; preparing plans, specifications and construction cost estimates; obtaining permits and regulatory approvals required for construction, administering the Public Works Trust Fund Loan application; and providing construction administration support to the City. Project Approach jKCM has visited the Kennydale sewer project site, reviewed available drawings of the facility, and investigated the key issues affecting the design and construction of the replacement project. We believe that technical issues affecting the design of a preferred alternative will be ' straightforward. The greatest challenges the project will face pertain to permitting and regulatory approvals for in -water work, public acceptance from the 51 affected homeowners, and constructability issues associated with some of the alternatives. Potential Alternatives Three categories of replacement alternatives need to be investigated during predesign: ♦ Replacement of the existing pipe with a new lake line ♦ Rehabilitation of the existing line ♦ Abandonment of the existing lake line and replacement with a new on -shore sewer. 1 KCM Mn -. CITY OF RENTON Kennydale Lakefront Sanitary Sewer Replacement �+ Planning / Building / Public Works Project Understanding and Approach... Page 2 1 A New Lake Line The most effective means of reducing maintenance problems while retaining an in -lake flush line system is to abandon the existing line and install a new one. The new line could be installed at a more favorable grade so that sags are not as pronounced as in the existing line. Sediment movement through the line could be promoted by using a pipe material such as high -density polyethylene (HDPE), which has more favorable hydraulic characteristics over cast iron. HDPE offers benefits in addition to its hydraulic efficiency. It can be fusion -welded above the water line to create a continuous section of pipe without joints like those in the existing line. Without joints, the line would not spill into the lake when snagged unless it is pulled with enough force to break it. Also with HDPE, side sewer connections can be fusion -welded before the pipeline is installed in the lake. Then new side sewers can be spliced into the existing lines on shore, reducing construction impacts. Construction of a new lake line would require considerable staging room for laying new pipe and would include significant landscaping disruption at each side sewer connection. Special construction controls, such as the use of sedimentation curtains, would be required to contain turbidity when excavating material in the lake. Rehabilitation of Existing Lake Line If the existing cast-iron pipe is found to be in satisfactory condition, several methods can be used to rehabilitate it and reduce maintenance problems. The two most common methods are lining the inside of the pipe and sliplining it with a new inner pipe. Sliplining involves installing a smaller line inside the existing pipe. In this case, a 6-inch HDPE pipe would be pulled through the 8-inch cast iron pipe to serve as the new flush line. The increased velocity in the smaller pipe would promote sediment transport through the line, as would the better hydraulic efficiency of HDPE. A major drawback of sliplining is that a new connection to the inside pipe would have to be made for each side sewer. This work would have to be done in the lake and would require a small cofferdam at each of the 36 connection points so that a saddle could be fusion welded to the new 6-inch line. The other likely rehabilitation method is to install a liner that bonds itself to the inside of the existing pipe. Several local firms, including Insituform Technologies, Inc., perform this type of rehabilitation work. Lining the existing pipe would slightly reduce the area of the pipe, thereby increasing velocities and promoting sediment movement. The lining would also be more hydraulically efficient than cast iron. Unlike sliplining, which requires new connections for each side sewer to the new inside pipe, pipe lining allows existing side sewer connections to be used simply by cutting the lining at the location of the existing connection. This cutting is done robotically from inside of the pipe. Lining the pipe requires that the existing line first be cleaned of any scaling. The existing pipe must then be kept dry during the lining process as the liner is bonded to the pipe wall through a hot water inversion operation. If the existing pipe or side sewers have leaking joints this may not be possible. Sewer bypassing during rehabilitation of the line would also present challenges. According to representatives of Insituform Technologies, at least three access points would be needed to line the entire 4,700 feet of existing pipe. Both rehabilitation alternatives have the following drawbacks: ♦ Rehabilitation requires the existing pipe to be in fairly good condition. Lining would not be feasible unless the existing cast iron pipe has many years of remaining service ♦ Sags along the pipeline will remain, requiring ongoing maintenance by the City KCM ' A -► CITY OF RENTON Kennydale Lakefront Sanitary Sewer Replacement Planning / Building / Public Works Project Understanding and Approach... Page 3 ' ♦ Rehabilitation requires significant in -water construction. ' Because the flush system would require significant ongoing maintenance, a second component of rehabilitation would be to provide additional access points. Providing entry to the system so that City crews could jet and rod the entire line would prolong its life and reduce or eliminate overflows to the lake. New Onshore Sewer System Abandoning the flush system and replacing it with a new onshore system along frontage roads to the lake homes would avoid the regulatory burdens associated with lake construction and eliminate the existing line's maintenance and overflow problems. A pressure system would be required since the lakefront homes are at a lower elevation than Metro's Eastside Interceptor, which is the final discharge point. One onshore option is to construct individual residential wastewater collection systems that discharge to a common header along the fronting roads. Packaged residential units are available that provide a complete system, including a collection tank, grinder pump, ultrasonic level control, and indoor system monitor. One packaged unit could likely serve several homes. Each unit would discharge to a common header pipe, which would have to cross under the Burlington Northern Railroad tracks and connect to the Eastside Interceptor. Based on the distribution of homes that need service, three or four individual headers and connections to the Metro line would be required. Since Metro would require that the system discharge to the line by gravity, appropriate access points to the Eastside Interceptor would have to be identified. This type of replacement system would eliminate maintenance concerns associated with the flush line, but the City still would have an ongoing maintenance commitment. The life cycle costs of constructing, maintaining and operating this type of system would have to be analyzed to determine its feasibility. Permitting and Regulatory Approvals Selection of a preferred alternative will have to address water quality and habitat concerns, and associated regulations and permit requirements. The project's lake location will add to regulatory requirements, particularly with the anticipated listing of the Puget Sound chinook salmon under ' the Endangered Species Act. The major permits that will be required for any work within the lake are as follows: ♦ Corps of Engineers, 404 and Section 10—The project is likely to fall under a nationwide permit. Securing the permit will take about 90 days. ♦ Shoreline Permit —The City issues shoreline permits. Securing the permit will take 3 to 4 ' months. Kr�� CITY OF RENTON Kennydale �) ► Lakefront Sanitary Sewer Replacement Planning / Building /Public Workt.Project Understanding and Approach... Page 4 ' ♦ Hydraulic Project Approval Washington Department —The of Fish and Wildlife HPA contains conditions for protecting fish, particularly migrating salmonids. ' ♦ Water Quality Modification Approval —This approval from the Washington Department of Ecology is required for temporary relaxation of water quality standards during construction. A direct, proactive approach to permitting will be imperative. Our team will build a working consensus for the duration of the project among the City of Renton Utility Systems Division, other stakeholders, and regulatory agencies. The KCM Team has worked extensively with these ' agencies in recent years on similar projects. ' Predesign Workshop Because of this project's many permitting, constructability and community issues, a facilitated workshop addressing critical project issues would be a good forum for dealing efficiently with ' varying viewpoints and agendas. The workshop would use "brainstorming approach" to identify permitting constraints and constructability issues early in the alternatives analysis process. Key project team members, representatives of the City of Renton's Utility Systems Division, permitting agency representatives, and staff from other interested agencies would be invited to ' attend the workshop. Because constructability issues will impact the cost and impact of each alternative, a special ' consultant familiar with underwater construction techniques also should attend the workshop. KCM has had great success using resources such as Dick Scheumann of Constructors Pacific and Al Powers of Al Powers Construction to provide guidance on "how this would really get built." The workshop would also identify alternatives with fatal flaws related to maintenance, constructability, permitting or community relations, allowing all interested parties to come to an agreement on alternatives to be investigated further. Community Involvement Regardless of technical feasibility, project implementation will not be possible without acceptance from the 51 homeowners the sewer serves. Significant community concern can be expected regarding construction issues such as noise, parking, dust, and landscaping restoration, as well as the continued reliability of the sewage system. An early, proactive approach in seeking community input and answering questions will be integral to the project's success. Our approach involves informal, small -group activities such as neighborhood briefings and open houses to present the preferred alternative. Issues and ideas that are raised will be documented and integrated within the team's design work. I KCM 0 I APPROACH TO PROJECT MANAGEMENT 1 1 APPROACH TO PROJECT MANAGEMENT KCM's approach to project management for the Kennydale Lakefront Sanitary Sewer Project will begin with negotiating a scope of work with the City of Renton that meets all of the objectives of analyzing and implementing a solution for replacement or rehabilitation of the existing lakeline. As outlined in our Project Understanding and Approach section of this SOQ, the project will include two separate phases—predesign and final design of the preferred selected alternative. We propose developing an initial scope of work through the completion of the predesign phase of the project. During an initial kick-off meeting with the City of Renton, a list of alternatives to ' be studied can be narrowed down, and will form the basis for the predesign effort. In addition to the alternatives analysis, the predesign scope of work will include identification of regulatory permits, community involvement, and application for a Public Works Trust Loan. At the completion of predesign, a separate scope of work will be developed for final design and PS&E ' for the preferred alternative, permitting, on -going community involvement, construction services, and administration of the Public Works Trust Loan. In order to assure that our project team meets the goals of the City, KCM will employ proven tools to facilitate communication between the design team and the City, as well as regulatory agencies and the public. These tools include developing and updating a project plan, having a start-up meeting with key team members, holding a predesign workshop and regular coordination meetings. ' Project Plan A project plan will be developed by Jeff Lykken. The plan will identify project scope, individual work elements, responsible individuals for each work element, manpower required, and ' schedule requirements incorporating milestones (internal and external). The project plan is submitted to the principal -in -charge for concurrence, modification if required, and a commitment of manpower to the project. The final project plan can be also given to the City for review, and it ' will be updated as necessary. Start-up Meeting The project manager will conduct a start-up meeting with all key team members to discuss the entire project and to make initial project assignments to team members. ' Predesign Workshop The management team proposes a facilitated workshop early in the alternatives analysis phase of the predesign involving key team members, City staff, the regulatory agencies, and a special constructability consultant. With this approach, problems and issues posed by the team, the City, or interested agencies can be addressed and resolved early in the predesign. ' Regular Meetings The KCM team recognizes the importance of maintaining close communication with the City and design team. We propose to have monthly meetings to track time and budget spent, specific work elements accomplished, specific work items planned for the next period, manpower, time and budget needed to complete the project. Project manager Jeff Lykken will lead these meetings ' and the City project manager will be encouraged to attend. Regular meetings of KCM and City of Renton management staff will also be scheduled to discuss administrative matters that do not warrant the time of the entire team. The minutes from the meeting will be published, and "action ' items" identified that require a response by team members, the client or other agencies. We have KCM WA .► CITY OF RENTON Kennydale Lakefront Sanitary Sewer Replacement + Planning / Building / Public Works Approach to Project Management... Page 2 1 LI 7 u J used this approach for several years and find it to be successful in coordinating work between different companies and agencies. Cost Control/Progress Reporting Methods KCM's ability to control costs is based on timely project decisions that minimize unproductive project time. Frequent senior management and quality control input keeps the project on track. A monthly progress report will be included with each monthly invoice to the City. The report will identify the work accomplished during the month, track expenditures in comparison to task budgets and provide documentation for invoices. Quality Control KCM's quality assurance begins the day the project starts and ends with project completion. The elements of KCM's quality control program are as follows: ♦ A quality control work plan prepared at the beginning of the project to identify reviewers and to review the scope, required information, and anticipated review dates. ♦ A quality control manager that always attends and participates in the project start-up meeting. ♦ Senior project staff assigned to work with the team throughout the effort as well as at designated review points. ♦ A specific quality control program developed for the entire consultant team to facilitate independent review of concepts and project deliverables. ♦ Ongoing monitoring of the quality control program by our proposed quality control manager, Barry Scott. ♦ Inclusion of City staff in the ongoing development, evaluation and review of alternatives. ♦ Distribution of meeting minutes and other correspondence. ♦ Monitoring of appropriate review suggestions for incorporation into final products. KCM APPENDIX 1 1 JEFFREY W. LYKKEN, P.E. Civil Engineer EDUCATION ' B.S., Civil Engineering, University of Washington, 1987 REGISTRATION Civil Engineer, Washington, 1992 Jeff Lykken has over 12 years of professional experience on a wide variety of projects. Many of the projects in which he is involved are unique pipeline designs, including the construction and rehabilitation of underwater sewer lines. His primary area of expertise includes utilities design projects for sanitary and ' storm sewers, CSOs, and water transmission mains. He has participated in all phases of the project development process; ranging from planning, alternatives analysis and predesign; through permitting, final design and construction. His experience in storm and surface water management includes design of large ' diameter storm drains and outfalls; detention facilities; and wetponds, biofiltration swales, oil -water separators, and other related water quality facilities to meet current guidelines for stormwater discharge. Jeff also has considerable experience with civil/site improvement designs for hazardous waste ' accumulation areas, fuel transfer areas, and materials storage and handling facilities. His broad range of experience provides the foundation for integrating the efforts of multi -disciplinary consultant teams through planning, design, and.construction. REPRESENTATIVE PROJECTS • Main Street Outfall Repair, City of Auburn, Washington — Project Manager, developed plans, ' specifications, contract documents and cost estimates for replacement of a deteriorated 36" diameter storm drainage outfall to the Green River. Design effort included the addition of a concrete headwall structure and flap gate to the outfall. ' Subbasin F Storm Drainage Improvements, City of Auburn, Washington — Project Manager, developed plans, specifications and cost estimates for replacement of 4,000 feet of undersized storm drain pipeline, including a new 42" outfall to the Green River. ' South Vasa Park Trunk Sewer, City of Bellevue, Washington — Project Manager, prepared design for 4,000 linear feet of new sanitary trunk sewer. The project included 150 linear feet of offshore pipeline terminating at Metro's Issaquah Interceptor sewer in Lake Sammamish. ' Outfall Interceptor, Boeing Commercial Airplanes, Renton, Washington — Project Manager for the development of plans, specifications and cost estimates for a new trunk storm drain at Boeing's Renton plant. The new pipeline varies in size from 24- to 60-inch diameter, and includes a new 60- ' inch outfall to Lake Washington. The project was constructed in two phases, with a total construction cost of approximately $3,000,000. • North Snohomish CSO Control Project, City of Everett, Washington — Project Engineer for the ' design of a new 30" diameter storm drain and regulator to control combined sewer overflows to the Snohomish River. The project included rehabilitation of an existing lift station and siphon headhouse. 1 • Schusman Avenue Storm Drain Pipeline, City of Snoqualmie, Washington — Project Manager for the development of plans, specifications, cost estimates and permits for 1,600 feet of new storm sewer for the City of Snoqualmie. Pipe sizes ranged from 8-inch to 36-inch diameter and the project included replacement of 10-inch diameter outfall to the Snoqualmie River with a new 36-inch diameter outfall. • City of Bellevue Sanitary Overflow, City of Bellevue, Washington — Project Manager for the development of plans, specifications, cost estimates and permit for rehabilitation of a sanitary sewer overflow pipe from the Medina Pump Station. KCVI F1 1 DOUGLAS D. GENZLINGER, P.E. Senior Civil Engineer EDUCATION B.S., Civil Engineering, University of Washington, 1975 Post -graduate study, Mechanical Engineering, University of Washington, 1976 REGISTRATION Civil Engineer, Washington, 1981 Doug Genzlinger is a senior civil engineer with over 20 years experience at KCM in design and construction management of road, water, wastewater and drainage system projects. He is currently District Engineer for Water District No. 49 and Southwest Suburban Sewer District, overseeing all engineering aspects for those districts. He is proficient in contract development, design and construction administration, project evaluation, critical planning methods, and computer applications for select projects, including water systems for comprehensive planning applications. He has managed water, wastewater and drainage improvement design projects and analyzed water systems by use of the KYPIPE computer model. Many of the projects in which he is involved are unique pipeline and tunnel projects, including restoration of existing pipeline systems using the latest in trenchless technology. Doug is currently completing the design to rehabilitate over 2 miles of 8" to 36" sewer lines for Southwest Suburban Sewer District. A majority of the lines will be replaced using the latest trenchless methods. Other noteworthy projects include an $11 million Swamp Creek Trunk Sewer project for the Alderwood Water District and the Hanford/Bayview Tunnel and Diagonal Combined Sewer Overflow projects in Seattle, where he was responsible for manpower allocation, budget control and subconsultant coordination for the $12 million combined facilities. REPRESENTATIVE PROJECTS • Sewer Rehabilitation Project, Southwest Suburban Sewer District — Project Manager overseeing the rehabilitation design for 2 miles of trunk sewer in the White Center area. Rehabilitation methods include pipe bursting and cured -in -place liners. • Gregory Heights District Extension Project, Southwest Suburban Sewer District — District Engineer to provide design of collector sewer on steep terrain in the Three Tree Point area of Burien. Unique aspects of the project included construction of shallow HDPE pipe bent to conform to the hillside terrain to reduce the number of manholes and eliminate potential cause for ground movement. • Swamp Creek Trunk Sewer Project, Lynnwood, Washington, for the Alderwood Water District — Project Manager for this project which included predesign report, design, preparation of contract documents, and construction administration and inspection of an 8 mile sewage interceptor along a critical wetland area. Many utilities in the street had to be removed and replaced in areas where the trench depth exceeded 30 feet. • Lander Combined Sewer Overflow (CSO) Separation Project, Municipality of Metropolitan Seattle, Washington — Project Leader for $18 million project including route study, flow projection, and pipe sizing for sanitary collectors and interceptors ranging in size from 24- to 96-inch diameter. Due to the large trunk sewer size, many existing utilities had to be relocated, including water, sewer, storm drains and electrical services. • South Hanford Street Sanitary Tunnel Separation and South Bayview Street Sanitary Tunnel Rehabilitation, City of Seattle, Washington — Project Leader, responsible for design and construction administration for 1) separation of a 108-inch-diameter, 6,060-foot-long combined sewer tunnel and 2) relining a 4,530-foot-long, 48- by 72-inch oviform, brick -lined tunnel to carry storm and sanitary flows. • 106th Avenue Northeast Drainage Pipeline, City of Bellevue, Washington — Project Leader for 6,037 feet of 18- to 54-inch-diameter pipe, buried to depths of nearly 30 feet in some reaches. KC1VI BARRY A. SCOTT, P.E. Vice President/Water Resources Manager EDUCATION M.S., Sanitary Engineering, California State University at San Jose, 1971 B.S., Civil Engineering, California State University at San Jose, 1970 40-hour Value Engineering Training Workshop REGISTRATION Civil Engineer: Washington, 1978; California, 1976; Oregon, 1988 Barry Scott is the Water Resources Manager at KCM which includes water, wastewater, pipeline and pump station engineering. Prior to his present assignment he was KCM's lead hydraulic/mechanical engineer responsible for the supervision or review of all mechanical, electrical and hydraulic engineering projects. He has broad experience in the planning, design and construction of water and wastewater treatment facilities, as well as process layout and hydraulic structures including outfalls and intakes in lakes, streams and ocean environments. His expertise includes saltwater corrosion in piping, valves and pumping systems. Barry's experience has included the preliminary design and design of storage reservoirs, pump stations, pressure and level control systems and pump station rehabilitation. Barry also has designed numerous chlorination systems and stand-by power -generation systems. His experience includes the design of pumping systems ranging in size from very small flows to those in excess of 2,000 cfs. Working with our quality assurance staff, he developed KCM's design criteria for wastewater pump stations. REPRESENTATIVE PROJECTS Kingdome/Industrial and Michigan Street Separation Project, Municipality of Metropolitan Seattle, Washington — Project Manager for the predesign of two major drainage basins totaling more than $25 million to reduce Combined Sewage Overflows (CSO's) to the Duwamish Waterway. The project included route study, flow projections, computer modeling of the basins to identify the cost effective solution, maximum reuse of existing facilities, predesign of a new regulator structure, sanitary collectors and interceptors ranging from 12 inches to 96 inches diameter. The project schedule required the predesign of the Kingdome Basin be completed in 100 days to complete the project ahead of a city planned project to widen and resurface Royal Brougham Way. The Michigan Basin predesign had to be completed in 200 days and was coordinated with the replacement of the First Avenue South Bridge which was located over the west end of the proposed interceptor. Kenmore Interceptor, Kenmore, Washington, Municipality of Metropolitan Seattle — Project Coordinator and provided mechanical and civil design services for Section 3 which consisted of 2,900 feet of two parallel 132-inch storage/conveyance lines between Logboom Park and the Kenmore pump station; 2,200 feet of 60-inch line between the Kenmore pump station and the Swamp Creek interceptor; and five structures, the largest of which is a spiral drop regulator structure in Logboom Park to control the flow to and from the 132-inch storage lines. Project delayed construction of a parallel lake line for Metro and eliminated CSO's into Lake Washington. Also value engineering team member for pump station hydraulics and civil review. • Henderson/M.L. King Combined Sewer Overflow (CSO) Engineering Evaluation Report, Municipality of Metropolitan Seattle, Washington — Technical Advisor. KCM, as a subconsultant prepared an engineering evaluation report to relieve combined sewer overflows (CSO's) at the Henderson pump station and Martin Luther King Trunk sewer. Both locations overflow into a common storm drain which discharges into Lake Washington near a public swimming beach and marina. ' These CSO's are of primary concern due to the visible discharge location as well as the frequency and duration of events. The goal of the project was to reduce combined sewer overflows to no more than one untreated event per year without increasing CSO's at the Norfolk Regulator, and without exceeding 19 million gallons per day (MGD) flow in the Allentown Trunk Sewer. Nineteen alternatives or pipeline arrangements, pump station modifications, on line and off line storage and treatment were initially formulated and screened to eight through an Alternative Development Workshop. The eight ' alternatives were further review and evaluated by the project team and identified three ff f rther development and consideration in predesign. A 1 MARTIN C. DIRKS, P.E. President Emeritus EDUCATION B.S., Civil Engineering, University of Washington, 1960 Value Engineering REGISTRATION Civil Engineer, Washington, 1964 Civil Engineer, Oregon, 1980 Civil Engineer, Kansas, 1980 Civil Engineer, Illinois, 1980 Martin Dirks, with well over 35 years experience, has acquired special expertise for large civil works projects for municipal and industrial clients. Marty has been involved in the planning, design and construction of award -winning sanitary, water, fisheries and other types of projects. He has managed or advised on major public works projects in the United States and in several foreign counties. Marty's achievements include the design of the first longspan pile -supported underwater gravity interceptor sewer in the U.S. Marty's responsibilities include planning, design and construction management of tunnels and large -diameter pipelines. He is a recognized expert in the Northwest in the design of large -diameter pipelines using all types of materials. He has coauthored a text updating design criteria for pipe. His experience includes design of over 20 miles of soft -ground tunnels and as adviser on another 20 miles, as well as designer or advisor on a large number of pipeline projects. Marty is recognized internationally as a leading expert in construction of large -diameter pipelines, and is called upon often by contractors and other consulting firms to assist in resolving particularly difficult construction problems. Associated with KCM since 1961, Marty was structural designer and Chief Structural Engineer for Metropolitan Engineers, a four -firm joint -venture of KCM and other firms, which was responsible for most of the greater Seattle sewerage system improvements. He was project engineer for five major Metro projects and was in direct charge of all structural design, structural construction coordination and cost estimation for contracts. These projects represent more than 100 miles of large -diameter pipeline. Marty is a trained peer reviewer for the American Consulting Engineers Council. He is a guest lecturer at the University of Washington and has conducted seminars on project management. He has served on a number of committees and currently is on the technical advisory committee for Portland's nearly billion dollar Combined Sewer Overflow Management plan. Marry has also participated in many value engineering studies of major projects. REPRESENTATIVE PROJECTS • Metro Sewerage System Projects, Municipality of Metropolitan Seattle, Washington — Principal - in -Charge, responsible for marine outfall systems, subaqueous facilities, tunnels/large pipelines, force mains, interdisciplinary services, geotechnical/seismic, oceanographic analyses, water pollution control, environmental services, construction services and project management. • Hydrogen Sulfide Study, Eastside Gravity Sewer System, for the Municipality of Metropolitan Seattle, Washington — Principal -in -Charge for intensive studies for hydrogen sulfide control, including field monitoring programs, conducted for the entire Eastside interceptor system comprising pump stations and associated force mains, and the Renton sludge force main. • West Point Treatment Plant, Municipality of Metropolitan Seattle — Chief Structural Engineer for a 108-mgd treatment facility including a 96-inch-diameter, 3,650-foot-long marine outfall with a 200- port diffuser placed into Puget Sound at a depth of 240 feet. • Georgia-Pacific Outfall, Bellingham, Washington — Senior Advisor to consultant for $4.8 million project consisting of 8,000 linear feet of prestressed, 100-ton submerged pipe beams spanning 130 feet with pile caps extending 1.5 miles into Bellingham Bay. KCM WILLIAM G. GROSVENOR, P.E. Senior Structural Engineer EDUCATION University of Washington Shoreline Community College Edmonds Community College REGISTRATION Civil Engineer, Washington, 1973 With over 25 years in the field of structural engineering, Bill Grosvenor has been involved in a variety of projects. Since joining KCM in 1979, his work has included contract drawings and specifications for water and wastewater systems, fisheries and aquaculture facilities, waterfront parks, roads, and bridges and piers. As a structural designer for Metropolitan Engineers, a four -firm joint venture of which KCM was a member, he participated in numerous projects, including treatment plants, pump stations, regulator stations and large -diameter trunk sewers throughout the metropolitan Seattle area. He was the structural engineer on Metro's Belvoir, 30th Northeast, and Rainier pump station rehabilitation projects, the University and Ballard regulator stations, rehabilitation of 48- to 144-inch North Interceptor System. REPRESENTATIVE PROJECTS • Green Lake Trunk Sewer Rehabilitation, Seattle, Washington, for the Municipality of Metropolitan Seattle — Structural Engineer, responsible for emergency design and construction services to rehabilitate 1,870 linear feet of 90-inch-diameter brick sewer. • North Interceptor System, Remodeling and Rehabilitation Phases I - V, for the Municipality of Metropolitan Seattle, Washington — Structural Engineer for this project to investigate the condition of the twin 48-inch and 60-inch cast-iron siphon installed in a brick tunnel under the Lake Washington Ship Canal, in addition to repair of 32,830 linear feet of 48- to 144-inch brick sewer, which runs from Green Lake to the West Point Treatment Plant. • Kenmore Interceptor Design, Section II, Kenmore, Washington — Provided structural design for a 48-inch-inner-diameter conduit on a slope of 0.6 foot per 1,000 feet, laid to a depth of 12 to 28 feet below the lake water surface. • Georgia-Pacific Outfall, Bellingham, Washington — Structural and Project Engineer for $4.8 million project consisting of 8,000 linear feet of prestressed, 100-ton submerged pipe beams spanning 130 feet with pile caps extending 1.5 miles into Bellingham Bay. • 51st Avenue Southeast Transmission Pipeline Relocation, City of Everett, Washington — Structural Engineer for replacement of three 50-inch-diameter pile supported elevated high pressure water transmission pipelines. • Brick Sewer Rehabilitation Study, Municipality of Metropolitan Seattle, Washington — Provided ' project review services for this project to determine the present condition of 11 miles of Metro's known brick sewers, including 24-inch by 36-inch oviform, and circular tunnels ranging in size from 48 to 144 inches in diameter. • Lander Combined Sewer Overflow (CSO) Separation Project, Municipality of Metropolitan Seattle, Washington — Structural Engineer for this $18 million project, an extension of the award - winning South Hanford Street Sanitary Tunnel project, involving a 96-inch-diameter interceptor. ' Kenmore Interceptor, Kenmore, Washington, for the Municipality of Metropolitan Seattle — Lead Structural Engineer for the design of 2,900 linear feet of two parallel 132-inch storage/conveyance lines, as well as odor control facilities. ' Fort Lawton Tunnel for the West Point Treatment Plant Expansion, Seattle, Washington, for the Municipality of Metropolitan Seattle — Provided design assistance for a 12-foot by 8,350-foot-long tunnel beneath Discovery Park to convey sewage to the West Point Treatment plant, a $550 million ' facility scheduled to start up in 1995. KCM r MOLLY ADOLFSON, President Principal Environmental Analyst ' 23 Years of Experience • Environmental Impact ' Analysis. • Water Quality Management. ' • Natural Resource Management. ' • Public Involvement. ' Skills and Qualifications ■ Effectively communicated findings to regulators and the public for dozens of municipal infrastructure projects. ■ Highly experienced in ' performing SEPA/ NEPA impact analyses. Managed more than 30 large- and small- scale municipal and private project EISs. ■ Special expertise conducting studies related to wastewater treatment, disinfection, conveyance, and disposal. Education B.A., Environmental Science, Western Washington University ' Affiliations/Educational Activities American Water Resources Association Water Environment Federation I 7 9 40%va Adolfson Associates, Inc. Denny Way/Lake Union CSO Control Project NEPA EA/SEPA EIS for King County Department of Natural Resources (Formerly Metro) Managed NEPA/SEPA environmental evaluation of proposed Combined Sewer Outfall (CSO) control alternatives, including analysis of impacts to water quality, biological resources, air resources, socioeconomic conditions, and environmental health. Wastewater Resources Management Plan EIS for Cities of Lacey, Olympia, Tumwater, and Thurston County (LOTT) Managed the preparation of the programmatic EIS that evaluated nine potential options for regional wastewater management and disposal. Alternatives ranged from on - site systems to reclamation, re -use, and marine and freshwater disposal. Supported an extensive public information and involvement program for this project, including public workshops, surveys, newsletters, hearings, and outreach to community and business leaders. Lake Whatcom Sewage Disposal Alternatives EIS for Whatcom County Water District No. 10 Managed EIS analyzing alternatives for sewage disposal. Evaluated alternatives to provide additional sewage capacity, including constructing a new interceptor, providing flow equalization, constructing centralized on - site systems, developing an advanced wastewater treatment system discharging into a constructed wetland, and measures to significantly reduce wastewater flows from the service area. Honey Creek/May Valley Alternatives Evaluation for King County Wastewater Division Managed environmental evaluation of alternatives for wastewater collection in sensitive areas in Renton. Issues included impacts to fisheries, steep slopes, surface and ground water quality. References: Mike Sharar, LOTT Project, Partnership Administrator (360) 664-2333 Karen Watkins, Denny Way CSO Project, King County, (206) 684-1181 Page 1 1 EnviroIssues JENNIFER L. KAUFFIVIAN SENIOR ASSOCIATE ' SUNIMARY OF EXPERIENCE ' Eighteen years of experience in public involvement, environmental planning, and engineering. Planned and directed diverse projects in areas of public participation, community relations, regulatory compliance, impact assessment, solid waste management, and environmental planning. ' Developed and implemented public participation and community relations programs. Conducted regulatory compliance audits for military and industrial clients. Developed regulatory compliance manuals and training programs. ' EDUCATION ' B.S., Land Use and Regional Planning, Bowling Green State University, 1977 M.R.P., Regional Planning (Water Resource Management), University of Michigan, 1979 Program on Negotiations for Senior Executives, Harvard University, 1989 ' Superfund Community Relations Training Program, U.S. EPA, 1984 KEY PROJECT EXPERIENCE Project manager for public outreach during the construction of improved and expanded wastewater conveyance and storm drains in the Bryn Mawr area of the City of Renton for King ' County Department of Natural Resources. Developed and disseminated project information to nearby residents, park users, agencies, businesses, elected officials, and the media. ' Project manager for King County Eastside Interceptor Upgrade, responsible for supporting development and implementation of a community outreach strategy in close collaboration with King County and the City of Renton. Focus is on obtaining input on alternatives to restore lost ' capacity and minimize impacts on downtown and surrounding neighborhoods. Project manager for King County water quality policies development and documentation work. Policies adressed wastewater treatment, facility construction and operation, resource management, and water quality monitoring. Involved consultation, design of workshop activities to solicit participant input, facilitation of workshops, and compilation of workshop results. Also supported development and application of criteria for evaluation system alternatives for Regional Wastewater Services Plan. Currently supporting the Seattle Department of Parks and Recreation in its investigation of remedial measures for potential soil and groundwater contamination at Gas Works Park on Lake Union in downtown Seattle. Responsible for conducting community interviews; creating a public participation plan in accordance with MTCA; and supporting plan implementation, including community briefings, tours and open houses, and developing and disseminating public information via the Internet, mail, and signs to park users and community members. 1 WHITE SHIELD, INC. Key Personnel Resume Consulting Engineers and Surveyors Registration Education A.A. Forestry, 1971 Green River Community College Construction Management, 1972 North Colorado State College Professional Land Surveyor State of Washington and Oregon Professional Experience Ben V. Petersen, P.L.S. Survey/GIS Division Manager Ben Petersen has over 25 years of survey and mapping experience throughout the Pacific Northwest. His overall experience and background includes geodetic control, route surveys, GPS, topographic mapping, cadastral and boundary surveys, hydrographics, and construction surveys. Ben is the former Survey / GIS Manager for INCA Engineers and with Horton Dennis and Associates, Inc. served as the Project Surveyor for such notable and technically challenging projects as the METRO Bus Tunnel, Seattle Monorail and West Seattle Bridge projects. He is an acknowledged expert in settlement and drift measurements, base mapping, and the integration of GPS, aerial mapping and ground survey data for base maps and GIS. Selected Project Experience: Metro Alki Transfer / CSO - GPS Control -Seattle, Washington; HDR Engineering for Metro Project Manager in charge of the GPS control surveys and production of detailed 20-scale digital base maps along a four -mile sewer forcemain route across West Seattle from Alki Point to 1 st Avenue South near the Kingdome. May Valley / Honey Creek Sewer Route Study -Renton, Washington; City of Renton /Metro As a subconsultant to Brown and Caldwell provided GPS survey control and developed digital topographic mapping along Honey Creek, May Creek and several roads for the study of potential sewer routes. Skagit County Comprehensive Sewer Study - Mt. Vernon, WA; Skagit County Sewer District No. 2 Provided GPS survey control and aerial topographic mapping around Big Lake in Skagit County, Washington for a comprehensive sewer study for the Skagit County Sewer District No. 2. Metro Downtown Seattle Transit Project - Seattle, Washington; PBQ & D for Metro Project Surveyor in charge of over $2 million in design and construction surveying for the METRO (DSTP) Bus Tunnel project through Downtown Seattle. Diagonal Avenue CSO - Seattle, Washington; City of Seattle Engineering Department As a subconsultant to Kramer, Chin and Mayo provided field surveys and prepared over 30 City of Seattle base maps utilized for the design of sewer overflow improvements within a large industrial area section of Seattle. Metro Renton Treatment Plant Expansion - Renton, Washington; Kulchin Condon, Inc. for Metro Established construction baselines and provided staking and settlement monitoring during construction of a $7 million expansion of the Metro Renton Treatment Plant. Metro Carkeek CSO - Seattle, Washington; Fujiki and Associates for Metro Provided survey control, aerial mapping, and prepared base maps utilized for the design of a CSO sewer line along 6 miles of 8th Ave. N.W. in Ballard, from N.W. 90th St. to the Lake Washington Ship Canal. Metro Kenmore Interceptor - Kenmore / Seattle, Washington; CH2M Hill for Metro Provided a variety of aerial, ground and bathymetric surveying and mapping services from N.E. 68th St. in Kenmore, along the shore of Lake Washington, to Mathews Beach for the design of an in -lake and land sewer line. Seward Park Sewer Study - Seattle, Washington; SvR Design Co. Provided mapping and detailing of sewer facilities within the Seward Park area of Seattle for a sewer rehabilitation study. P ' James S. Dransfield, P.E. Geotechnical Engineering Vice President ' EDUCATION University of Washington M.S.E., Geotechnical Engineering, 1982 State University of New York (New Paltz) B.S., Geology, 1977 ' REGISTRATION Civil Engineer: Washington, Alaska, Hawaii, Idaho, Nevada REPRESENTATIVE EXPERIENCE t Mr. Dransfield has gained extensive geotechnical engineering experience through participation in a variety of projects involving subsurface explorations, foundation analyses and design, erosion, sedimentation, landslide hazard evaluations and field construction monitoring. Mr. Dransfield has been ' involved as senior project engineer on civil engineering projects throughout the Pacific Northwest, Alaska and Hawaii. Ryan Street Storm Drainage Outfall, Gig Harbor, Washington: Geotechnical engineer for design of ' outfall structure descending steep sand bluff. Performed test drilling, sampling and slope stability evaluation. Provided design alternatives using a deep shaft/horizontal bore and a near surface anchored pipe. ' Capitol Lake Park, Olympia, Washington: Provided offshore drilling and sampling, design studies and construction inspection at Capitol Lake Park, Olympia. Reclamation of the diked settlement pond required construction of two earth berms across extremely soft dredge spoils to construct primary and ' secondary settlement ponds, with a steel H pile -supported weir in between. On the lake's edge, a boat ramp/pier, restroom, fishing pier, and interpretive center were constructed on timber piles. To construct the berms, full time observation and monitoring of the filling rate was conducted so that adequate displacement of the underlying soils could be accomplished while the size and direction of the resulting ' mud wave could be controlled. Also provided construction inspection for improvements during installation of timber and steel H-pipes. ' Newcastle Beach Park, Bellevue, Washington: Analysis of erosion problems and recommendations for reclamation and stabilization of Newcastle Beach waterfront property, prior to development into a park. Project Engineer for providing design alternatives and related cost estimates, and developing plans and technical specifications for repair of failed bulkheads, rip -rap edge protection systems and ' landslides. Misty Cove Condominiums, Renton, Washington: Performed an evaluation of waterfront erosion for ' existing rock bulkhead, for this waterfront condominum development. Various Marinas, Western Washington: Provided pile design recommendations for fixed piers at David Brink Park - Kirkland, Washington; Dorotich Marina - Gig Harbor, Washington; Hulbert Marina - ' Everett, Washington; Seattle Yacht Club - Seattle, Washington; and Waverly Park - Kirkland, Washington. Pile Supported Outfall, Longview, Washington: Performed on -shore and off -shore subsurface ' exploration for a 160-foot long pile -supported outfall into the Columbia River, at Longview Fibre Mill, Longview, Washington. Provided pile foundation recommendations including vertical bearing, uplift and lateral capacity. Reviewed the use of batter piles. Provided recommendations for pipe bedding and ' backfill in upland areas, to prevent damage to turn wall flexible pipe. Outfall Pipe, Markham, Washington: Performed subsurface exploration and geotechnical engineering report for a 735-foot long outfall pipe at Ocean Spray Cranberry Factory, Markham, Washington. Used ' a portable drill rig mounted on a raft to drill in the intertidal zone. Provided recommendations for off- shore excavation, pipe bedding, backfill and anchorage against pipe buoyancy. ' Anacortes Sewer Outfall, Anacortes, Washington: Performed off -shore drilling to evaluate a sewer outfall extension. Project involved stability analyses for a pile supported pipeline after dredging would be completed to the outer harbor line. Stability of the waterfront also depended upon evaluating the soils beneath the shiploading bulkhead, which would be subject to prop -wash and channel currents. t AGRA