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HomeMy WebLinkAboutWWP273473 (14)Proposal For: u 1jfd7/Stqn-we-wgwa-R"e0'Iff 5"IM-fal at ion n er alwavailran-41 iA�dAvenue,',.I 4% ..ACT 4P k. 1 7117;� 'Odd December 12, 2006 B ROW N AND C A L D W E L L 1-2 1 � +_ ,�'�. ".�• ,". � �`� ; ti, �` ` y .1 � �. s � t t � �., .t t'.C� 5` _t r `_. ,►, , .4 y .,�� .'rl. j'' '4 ' :N� ��t�,• � '� . R i •• x Y� s r'°� �` T � "� � �� 1. t e • r r • �•t ^v �•r` f - ;1i t 2 �.• ` �, el( I� �1j�1' a` µ �..�� ` l +, 'fit .Y At F . -• e• VW �.c *1 .' I '• r . � I a • �. s c s s � l F itY. 7 �• '�.. � '� �f �j' ��'t^��'a' t f i 4� frrr � r • � . 7� i ' / ,a .'7 f I •J\ + , r S„.I I,a\a�''/', t�lY 51 �t t ~ I 5� !�. 11]yR r Or i3� t = 1�' , t-C. �.�`+ r. L•r `(j r F."� ' �r ,:�. 'r'yiy�.�jr�`" tl c .. tp 1t• 'i . t !�� 1 � a . •f e t •.. Lot 701 Pike Street. Suite 1200 Seattle, Washington 98101 1 Tel: (206) 624-0100 Fax: (206) 749-2200 December 12, 2006 Mr. David Christensen Wastewater Utility Engineering Section City of Renton, 5th Floor, City Hall 1055 South Grady Way Renton, Washington 98055 051375.010 Subject: Design of City of Renton Summerwind / Stonegate Lift Station Consolidation and Field Avenue Interceptor Project Statement of Qualifications Dear lair. Christensen: We have developed a clear understanding of your needs concerning this lift station consolidation and interceptor project, as well as an awareness of the issues that affect your immediate goal to obtain premium wastewater conveyance services for the project. The attached Statement of Qualifications (SOQ) briefly describes our capabilities and qualifications and our specific approach for the project. Per the RFP, our SOQ is organized into the following sections: Section A: Project Approach..............................................1 Section B: Project Management...........................................11 Section C: Project Team Members.......................................12 Section D: References.....................................................17 Section C: Insurance Requirements.....................................18 ' Brown and Caldwell (BC) can offer the City of Renton unparalleled expertise in wastewater pumping and conveyance design. Our proposed project manager, Todd Keithahn, will work closely with you and your staff to develop a design that balances public acceptance with affordability. The ' remainder of our diverse and highly qualified team was selected to further assist the City in developing a design that meets the City's and its stakeholders' functional, financial, and aesthetical requirements. Our team includes the following subconsultants: Triangle Associates as public relations subconsultant given that public selection of the alternative is anticipated to be a complex process; Kleinfelder, Inc. as geotechnical subconsultant for their broad geotechnical services and previous experience working with the City; Triad Associates as surveying and mapping subconsultant for their broad expertise and control point knowledge within the project vicinity; Wagner Architects and The Greenbusch Group a firm specializing in acoustics in the event that a pump station building is deemed warranted during project pre -design analysis. We are very excited about the prospect of working with you on this project and look forward to sharing our ideas in greater detail. If you have any questions regarding this submittal, please contact me directly at (206) 749-2227 or by email at teithahn@brwncald.com. Very truly yours, BROWN AND C. WELL A Todd J. Kei ahn, P.E. Project Manager li L CITY OF RENTON Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor Section A Project Approach The City of Renton (City) Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor project is located entirely within a neighborhood of newer single family residences, and the importance of minimizing community impacts during the implementation phase of this project is integral to our approach. The conveyance improvements in the Summerwind Lift Station vicinity will need to be implemented in a 10- foot-wide easement, which also poses some constructability challenges. ' The City's base alternative, identified in Figure 1 on the following page, is to abandon the existing Summer - wind Lift Station, replace the Stonegate Lift Station with a lift station of higher capacity, and perform conveyance improvements along Field Avenue and in the vicinity of the abandoned Summerwind Lift Station. Brown and Caldwell (BC) has prepared alternatives to this base approach that we propose to evaluate further during implementation of Task 1.0. These alternatives are discussed further in this section. TASK NO. 1.0 Alternatives Analysis RATIONALE: Resolve and document any outstanding design issues for the project including alternative routes, design issues, construction techniques, and financing. ACTION OUTLINE (TASK OBJECTIVE): Use Business Case Evaluation (BCE) to formalize life -cycle cost analysis and select preferred alternatives. TASK LEAD: Todd Keithahn, PE, Brown and Caldwell ' The three subtasks associated with Task 1.0 are described below. Subtask 1.1 Alternatives Development and Evaluation ' BC's method of evaluating alternatives is to use a Business Case Evaluation approach. This approach will quantify the costs, risks, impacts, and levels of service provided by various design alternatives in a comparable "apples to apples" fashion. This approach will help the City evaluate how it may best meet the service needs of its customers, both in the near term and in the future. With this approach, we will help you step back from your day-to-day challenges and find the answers to these important questions: • What needs to be done? • How will it be done? • Why does it need to be done? • When does it need to be done? • What will it cost? • How will it be funded? • What are the benefits? ' The first step of the BCE process for evaluating design and construction approaches will be to convene an expert team comprised of both City and BC staff experts and key project stakeholders. The expert team will identify key issues, concerns, goals, and risks for the project, along with minimum acceptable levels of service, ' expectations, and core design criteria. Using technical tools provided by BC, including hydraulic modeling results, economic lifecycle cost, and risk analyses, the expert team will then evaluate, prioritize, and select the preferred design elements and construction approaches that are most appropriate for the project and the ' City's needs. This targeted, objective, and defensible process for evaluating design and construction alterna- tives will form the basis of the BC design approach. Renton A $!soon ConsdMebon and Feld Avenue IntwapV doc NE J23rd Street'` Abandon Existing ,.;`- _•., ;','.-' CityLgilmi`TM ,�_ Summerwind Lift .,New 8" Sewer,, _ +*� • �. m Station -. , ,,, t. Construct Consolid' d if - - 4-_ Station -and Abandon Existing 'f:•' ��-r- •� 7r' Stone gate Lift Station Existing Stormwater. ' Pond •s Tenchless :. .. NE 2 I st Stre•et �` -- +' Mnstallation. -New Force -Maine - (Option'#2))�'► ..�:} --- - :. � New Interceptor ! ,•,; _., (Option #2j ;' h Street ►� New: Fo M a 1 n i r ; 'j _ � ... •`� '+lam ` t.• Citt....yt�_11hC�.l l�uS •Y J\ _ � � . t, • ram•. `i'.` ♦ `r - � ! �; , L A. w• ' i f '•W r }F`' 7. _ ' �: R : y �• ` vli ,c L•\ aye i ,r S R. p b New Inte�eptor, (12 -or 1�5) t �� ' ..•i.,- , • a� ~ •-":+' ' ' vh'•(�O ption #1) i '. j ►-_ , _ - ' I,< ` ` �.. ;x t�,�: Y`•`a['• • c' �; . �:�- 1 • yam' a � �•r��\' IL "^ :�+},,_� � , '� ,•.4 ems. • -. y Sunset MAAMOM . 14 QED IL fop AV ` y Pipe Burst 8" to 12" 4, B R o w tv ll �{ CALDWELL s ICity of Renton - Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor 1 For example, the Field Avenue interceptor (see Figure 1) is a lengthy sewer run on a new residential street. Having reviewed and familiarized our team with the available documentation and mapping of the area, the BC team feels that it may be possible to install a shorter pipeline segment or utilize trenchless methods (horizontal directional drilling, pipebursting, etc.) to both minimize costs and community impacts during project implementation. The BC design team will use existing City data to optimize the hydraulic designs of the project in terms of system performance, redundancy and reliability, capital investment, and operations and maintenance costs. In addition to the use of BCE for design feature decision -making, the BC team feels that it is critically important to discuss and implement high -quality lift station aesthetic features during Subtask 1.1 to maximize appeal to the surrounding single-family home community and minimize costs of providing these appealing characteristics. For example, lift station layout that has the general appearance of a The BCE approach quantifies the costs, risks, impacts, and ' residential lot with paved approach, residential fencing levels of service provided by various design alternatives in a and landscaping, and building complete with residential comparable "apples to apples" fashion. roof and siding would likely appeal to the surrounding community and be cost-effective to implement. The building would have the added benefit of providing noise suppression (from mechanical equipment and emergency generator) and weather shelter for any necessary odor control equipment. ' This approach has the added benefit of engaging the City in the development and evaluation of processes and practices to guide the selection of capital improvements. We have used a similar approach to help a number of municipal clients, including the LOTT Alliance, City of Port Angeles, Seattle Public Utilities, and the ' Sucluamish Tribe to generate significant returns in terms of improved service levels and efficiencies. Upon completion of the Alternatives Analysis, the BC design team will move forward with design implemen- tation. An important part of design implementation is the pre -design memorandum, which serves to effec- tively communicate the agreed -upon design criteria to City personnel and BC design team members. Subtask 1.2 Pre -Design Memorandum ' Once the alternatives analysis is complete, BC proposes to develop a pre -design memo that provides the design criteria for each project discipline. This memo will be submitted for City review prior to internal distribution to the BC team, including subconsultants. Pumps, piping, and valves will be pre -selected and described in this memo. Also included will be a design and construction schedule with major project milestones, a bibliography of project reference materials, a description of applicable design standards (City of Renton, American Concrete Institute, etc.), the format of project drawings and specifications, and a recom- mendation for project equipment pre -purchasing. ' Subtask 1.3 Financing Analysis During pre -design, BC also proposes to assist the City in obtaining financing for the selected alternative by ' reviewing the federal and state financial programs, recommending funding strategies, and assisting in estab- lishing financing as appropriate. The following programs will be reviewed and a financing memorandum with recommendations will be prepared: • Government Low -Interest Loan and Grant Programs • Developer Contributions • Bonds BROWN AND CALDWELL Renton Lift Sta0w Consdrda0 and FM Averwe intemwv we 2 City of Renton - Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor • System Development Charges • Permit/Review/Inspection Fees ' Utility Rates BC has an experienced financial planning group in our Seattle office that will work to soften the financial impact of the proposed wastewater development. BC will work to identify possible sources of grant funds, such as State and Tribal Assistance Grants (STAGs), to further defray project costs. STAGs have been made available to nearby municipalities such as King County and the City of Seattle, and the City of Renton may qualify for similar funding. TASK NO. 2.0 Design of the Project ' RATIONALE: Prepare and submit design submittals using the criteria established in Task 1.0 above. ACTION OUTLINE (TASK OBJECTIVE): Conduct surveying and mapping, soils investigation, and - public relations pre -design work, followed by implementation of detailed design submittals for City review. TASK LEAD: Todd Keithahn, PE, Brown and Caldwell As the project transitions from pre -design to detailed design, we recommend the following design approach ' based upon lessons learned from BC's 60 years of wastewater lift station design experience. BC brings a thoroughness and technical excellence to the design of lift stations that is unmatched in the industry. Through our attention to detail, our stations are known for long, continuous, trouble -free operation. Last year, ' representatives from China, South America, and Europe came to the Seattle area specifically to tour older (40 years +) BC -designed lift stations. Their goal was to learn how such stations, operating with their original equipment, had been able to remain clean and fully functional, with minimal corrosion. 17 Submersible Lift Station - Critical Design Features By definition, our design must provide safe and reliable lift station operation while fully addressing neighbor- hood concerns. Typically, neighborhoods require low sound levels, no odors, and appropriate appearance. BC excels at designing lift stations that promote reliability while addressing these kinds of concerns. A list of completed BC lift station projects is included in Appendix A. Examples of innovative BC lift station solutions include: • Perfected in -line generator room silencing configuration that matches serpentine plenum acoustical performance while greatly reducing required space and cost (North Creek Pump Station) • Provided hydraulic surge suppression without the use of tanks or towers, reducing space and cost (Sweyolocken Pump Station) �• Led the theoretical and applied hydraulic development of self-cleaning wet wells (now the basis of the recently issued national ANSI Hydraulics Institute [HI] standards). Previously, HI standards caused thousands of stations nationwide to be installed with suction conditions that promoted cavitation and shortened life l" Designed the world's first self-cleaning, constant -speed lift station in Black Diamond, Washington x • Incorporated site -sensitive architecture. The new North Creek Pump Station fits well within the office \ park in which it resides, while the Steilacoom Pump Station in Pierce County cannot be distinguished from adjacent, single-family homes • Designed lift stations using virtually all types of pumps and can readily identify the advan- tages/disadvantages of each for consideration by the City of Renton �• Incorporated two -stage pumping from common, double -ended motor to allow lift station to fit site at Grandview and Memorial Pump Stations in Tacoma, lX'ashington �• Provided lowest (life cycle) cost electronic drives and controls through special HVAC designs and cooling criteria that can triple the life of electronic components B 0W.\ eND CAL D -L II-L1-Coneo,--and Frey Aw IntarcWlordoc 3 City of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor r This design experience has culminated into a list of critical success factors in implementing submersible lift stations in high visibility residential areas. These features are summarized below. Proper Pump Sizing - Critical for Extending Pump Service Life BC proposes to extend pump useful life by properly sizing the pumps to begin with. Our highly experience mechanical team will size pumps such that they operate within the Preferred Operating Region (POR), or "Sweet Spot," as shown in Figure 2 below. Pumps Are Designed for the Preferred Operating Region (POR) AOR NPSHR L_ ./ NPSHR POR Aka Sweet Spot kBe!s�tyFigure 2. Pump Preferred Operating Region H iency / AOR Power ' HP Q 1 As indicated in Figure 3, excessive maintenance costs can be avoided if the pumps are originally designed to operate within the "Sweet Spot." Appropriate Pump Selection Avoids Excessive Maintenance Costs Best Practice Low flow cavitation 101/ to +5" RFP 1 Lower Impeller Life \ / Best ,Efficiency I Figure 3. Pump Selection rrr Low bearing and seal life n r r rr Good Practice / r 30% to +t 5% BEP r r Pump Reliability Curvgr Capacity t Better Practice t 10%to+ 111 BEP t Cavitation �t t t Pump Head/ t�Capacity Curve ' Pipe and Valve Material Selection — Critical for Minimizing Pipeline Failure The lift station will be provided with a single force main. The force main could be constructed of any of a number of suitable materials, including concrete, ductile iron, PVC, or HDPE. Of those, BC recommends ductile iron or HDPE for the force main based upon reliability experience. The gravity sewers may also be composed of the above materials, though SDR 35 PVC is generally considered more cost-effective than the Renton Lift Staton CwsohdMton and Feld Avenue rteneptor Ox 4 ICity of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor ' other materials mentioned. In the past few years, raw material prices for the construction industry have fluctuated widely, especially, for petroleum -based materials such as PVC and HDPE. A recommendation for ' piping materials will be made during Subtask 1.1 based upon current pricing and feedback received from City staff. Piping in the lift station proper is recommended to be ductile iron or steel, transitioning to the force main once beyond any metering vaults. Wastewater isolation valves have typically been provided as eccentric ' plug valves, although some municipalities have reported success with Teflon -impregnated ball valves. BC intends to discuss these material options further with City staff during Subtask 1.1 and arrive at a mutually agreed -upon recommendation. Submersible Lift Station Design Features - Critical for Lift Station Optimal Performance The key objectives for equipment selection and station features include providing a facility that is reliable, easy to maintain, has a uniform level of high -quality both in the main and auxiliary equipment, is able to function under emergency circumstances, and whose operation is coordinated with the City's overall waste- water operations. It is proposed that the wet well be circular in shape and of a standard manhole size. The wet well will be an unventilated confined space. Wet well depth will be determined during detailed design ' following sewer plan and profile preparation. The wet well will be provided with a manually operated isolation sluice gate (fabricated stainless steel) to allow service entry if required. Life and reliability of submerged pumps can be greatly increased if the wet well design incorporates certain features: • Avoidance of drops or cascading water into the wet well that will entrain air, release odors and H2S, and subject pumps to vibration and bearing damage �1• Limiting the velocity of fluid entering the wet well to 3.5 feet per second (fps) � Providing deep enough pump placement relative to water level (submergence) to meet standard HI/ANSI 9.6.1 - Guidelines for NPSH Margin • Pocketed or trenched inlets to provide uniform flow into pump suction inlet • Bottom shaping to prevent solids deposits (steeply sloped sides and flat surfaces limited to just below the pump suction). Configurations fully compliant with HI/ANSI 98.1 - Pump Intake Design • A means of preventing grease and floatable accumulation (either through built in pump -down cleaning Lcycle, backwash flushing, or both) For new lift stations, these objectives can best be met by providing pump -cycle storage volume within the ' influent sewer just upstream of the station and controlling velocity into the wet well to 3.5 fps through proper influent sewer diameter selection. With storage partially provided in the upstream sewer, the sump diameter and associated cost can be reduced. With the City's concurrence, the lift station will be provided with the following highly cost-effective features: \, • Manual back -flush piping and automatic pump -down cycling to remove scum and other materials that float and tend to accumulate in wet wells ' j—• A section of enlarged storage pipe just preceding the station (influent sewer). The influent pipe will be sloped at 2% grade, a value both theoretically and field tested to achieve a cleansing wave (hydraulic jump) that moves down the storage pipe during the cleaning cycle and removes any materials that may have settled in the pipe or wet well �• Pump inlets to keep inlet velocities at the face of the inlet bell less than 3.5 fps to improve smoothness of operation and extend pump life — * All materials located in the wet well constructed of corrosion resistant materials - stainless steel or fi- berglass The new lift station will be a fully self-cleaning facility that will pass both grit and settleable material, as well as scum, grease, and floatable material downstream without manual intervention. Figure 4 illustrates the general self-cleaning arrangement for on/off submersible lift stations. I . - 1 R-1t 1A 1111-C--,-im- Hats — Intercepts City of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor d WETWELL Figure 4. Wet Well Storage: Conventional Versus Self -Cleaning The project design will include civil, architectural and landscape, mechanical, electrical, and instrumentation & controls design elements. The design may include structural and acoustical design elements in the event that a building is deemed necessary during the Task 1.0 — Alternatives Analysis. The specific detailed design subtasks for each discipline are summarized below. Subtask 2.1 Surveying and Mapping This subtask consists of preparing project surveying and mapping by a Triad Associates of Kirkland, \VA (Surveying Subconsultant). Triad Associates shall prepare base mapping showing right-of-way and lot lines to the back of sidewalk, 1-foot contours, existing infrastructure (as publicly available through the Utilities Notification Center), and surface features. The field surveying will also be used to locate soil borings per- formed under Task 2.3 below. Subtask 2.2 Public Relations When we discussed the key project issues with City staff, we were told that a public outreach program will be critical to smoothly implement the selected alternative. To this end, BC proposes to use Triangle Associates of Seattle, \XiA (Public Relations Subconsultant) to assist in public outreach planning. The outreach program will be designed to gain informed community consent for the design recommendations arising from Task 1.0. Stakeholder input will be incorporated into a "Good Neighbor Plan" that outlines mitigation measures to be undertaken by the City for this project. Specific public involvement activities will be determined in consulta- tion with the City at project start-up. However, our experience suggests a combination of the following processes will lead to stakeholder acceptance: BROWN AND C A L D W I, L L Renton Lift Sution Consolidation and field Avenue Intemeptix JN, 6 P� City of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor • Consultant review of previous public comments • Project open houses • Project fact sheet, maps, and display for public consumption • A "Good Neighbor Plan' to ensure public priorities match technical recommendations Subtask 2.3 Geotechnical Investigation Geotechnical work will be completed by Kleinfelder Associates of Bellevue, kX7A (Geotechnical Subconsul- tant). The objective is to determine the soil characteristics and foundation requirements along the project alignment. In addition, slope stability near the Summerwind Lift Station and proposed gravity sewer and force main in this location will be assessed. Kleinfelder proposes to provide a summary report of its findings, including the following: • Evaluation of subgrade conditions, including the presence and influence of existing fill and/or other existing compressible or weak soils observed in the explorations and high groundwater conditions • Design recommendations for trench excavations, pipe support, bedding, and backfill considerations • Design recommendations for alternative foundations for the structures, including seismic design, lat- eral earth pressures for foundation walls, and excavation considerations • General drainage considerations as they apply to the various structures • Recommendations/specifications for soil excavation and earthwork, including slope stability and treatment, as may be appropriate Subtask 2.4 Civil/Site Design BC proposes that this task consist of all work necessary to complete civil/site design in conformance with City of Renton design standards. The civil/site design is critical to the success of project implementation due to the location of the work within the single-family housing development. The primary task of the civil/site design is the gravity sewer and sanitary force main design. Other design elements include traffic control, ' erosion control, demolition, site excavation and grading, paving, and striping. Pipeline accessories presumably needed consist of combination valves, flow meters, and manholes. Subtask 2.5 Architectural and Landscape Design %C All architectural design shall be completed by Wagner Architects of Seattle, WA (Architectural SubconSlll- tant). The architectural design shall be based on the architectural nature of the neighborhood. In the event that a building is deemed necessary for the project during the Alternatives Analysis, the design will blend into the neighborhood and have similar features common to the surrounding single-family houses. The landscape design shall integrate the surrounding landscaping practices. ' Wagner Architects will prepare all architectural and landscape specifications under the supervision of the Consultant. Specific subtasks are as follows: • Produce two lift station site renderings upon completion of Task 1.0 — Alternatives Analysis. • Update code, zoning, and planning information to be used in the design. ' Subtask 2.1 Mechanical Design Under this task, BC proposes to unplement the recommendations of Task 1.0 - Alternatives Analysis using the BC principles of lift station mechanical design. A duplex submersible lift station will be designed, includ- ing pumps, valves, and odor control. Mechanical design drawings shall include plans, sections, and details of areas where all mechanical egwpment, piping, and plumbing are to be installed. Ret W III Station Consolidation a,I Feld Avenue Intemeplor.doc % ICity of Renton - Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor Subtask 2.7 Electrical Design BC proposes to directly prepare all electrical design drawings, which shall include diagrams, schematics, plans, sections, and details of areas where equipment, instruments, wiring, control centers, panels, and appurte- nances are to be installed. Electrical design drawings shall include electrical plans, one -line diagrams, lighting and receptacles, and electrical construction details. Electrical plan drawings shall show cable raceway loca- tions and shall indicate equipment connections as "home -run" type symbols with reference to which motor control center (MCC) a cable is to be connected. Standby power will be included in the design if deemed necessary under Task 1.0. Subtask 2.8 Instrumentation & Controls Design This subtask consists of all work necessary to develop the instrumentation and controls design for the project. This task shall also include development of programmable logic controllers (PLC) programming ' standards. Design drawings shall include instrumentation system diagrams, control diagrams, loop diagrams, fire and security alarm systems, and I/O cabinets. Subtask 2.9 Structural Design (if deemed necessary during Task 1.0) Under this subtask, BC proposes structural design work in the event that a building is deemed necessary under Task 1.0. The structural design will be based on design criteria established in the pre -design memo. 1 1 he building will be equipped with a room suitable for lift station MCCs, control panels, and standby power system installation. The buildings will be equipped with a generator noise suppression system as described in Task 2.10. Subtask 2.10 Acoustical Design (if deemed necessary during Task 1.0) In the event that a building is deemed necessary under Task 1.0, it will be equipped with a noise suppression system as designed by a The Greenbusch Group, Inc. of Seattle, WA (Acoustical Subconsultant). The acoustical design will consist of acoustical control via noise suppression insulation and mechanical noise and vibration control. 1 TASK NO.3.0 Preparation of BiddinLy Documents RATIONALE: Prepare signed and stamped bid documents in compliance with the project contract and the ' design criteria established in Task 1.0. ACTION OUTLINE (TASK OBJECTIVE): BC will final the design using City input on the design ' submittals. A final engineer's opinion of probable construction cost and construction schedule estimate will be submitted to the City concurrent with the bid documents. These estimates will assist CitN, staff with information to help keep project construction costs and schedule consistent with previous estimates prepared by the City. TASK LEAD: Todd Keithahn, PE, Brown and Caldwell The two subtasks associated with Task 3.0 are described below. ' Subtask 3.1 Final Design BC will final all plans and specifications under this subtask in preparation for bidding. Subtask 3.2 Opinion of Probable Construction Costs and Schedule Preparation BC will estimate the construction schedule and prepare draft opinions of probable construction cost. Our schedule will implore critical path methods and be in Gantt chart format. BC recommends the use of MS Project for this purpose, although additional software may be used upon Citti- request. Renton lift Stabm Cmaolidaum and Feld Avenue Intercept—loc 8 ICity of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor rTASK NO. 4.0 Permitting and Project Approval Assistance RATIONALE: The purpose of this task is to help City of Renton staff obtain the necessary permits for the project and to coordinate xvith other agencies affected by the project, including King County-. ACTION OUTLINE (TASK OBJECTIVE): BC will lead the permitting effort. We will coordinate with the 1 City to identify and obtain the necessary permits for inclusion in the bid documents. BC will use our experience with King County to obtain necessary project approvals. TASK LEAD: Tim Krause, Brown and Caldwell The two subtasks associated with Task 4.0 are described below. Subtask 4.1 Permitting ' BC proposes to lead the permitting effort and obtain all necessary permits concurrent with the preparation of the bid documents. We assume that the building and electrical permits will be obtained by the selected contractor upon bid award. In addition, BC will evaluate the need for a cultural resources assessment and report this finding to City staff. Subtask 4.2 Project Approval Assistance Using BC's lengthy experience with King Counry's wastewater review staff, we propose to use our Managing I Engineer, Mr. Mike O'Neal, PE, to assist in obtaining project approval. Mr. O'Neal will attend meetings with King County and City staff to expedite approval and allow for commencement of the construction phase. 1 TASK NO.5.0 Assistance During Bidding 1 RATIONALE: To provide assistance during the public bid for each contract in order to clarify bidder questions, rrunrmize bidder misinterpretation, and result in lower and more uniform bids. ACTION OUTLINE (TASK OBJECTIVE): BC will assist the City by answering bidder's questions, leading the pre -bid conferences, and providing contract addenda as necessary. ' TASK LEAD: Jean Cutter, PE, Brown and Caldwell The,mo subtasks associated with Task 5.0 are described below. ' Subtask 5.1 Bid Clarifications and Addenda Subtask 5.2 Bid Meetings BC will lead bid clarifications, addenda, and meetings for the project with the assistance of City staff. ' TASK NO. 6.0 Assistance During Construction RATIONALE: BC will provide assistance during contract implementation to facilitate a seamless, com- pleted project that meets all stakeholder objectives. ACTION OUTLINE (TASK OBJECTIVE): The various meetings, communications, and design subtasks associated with the constriction phase of the project are outlined below. TASK LEAD: Jean Cutter, PE, Brown and Caldwell Subtask 6.1 Meetings and Onsite Construction Observations 1 ' BC will attend weekly construction progress meetings or conference calls during the construction phase of the project. We will prepare meeting minutes for distribution prior to the next meeting. Subtask 6.2 Submittal, Shop Drawing, and RFI Response Renton Lift Slauon Consolidation and Fe10 Avenue Intwepla.doc 9 I City of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor 1 1 BC will receive (via the City) contractor submittals and shop drawings that require the engineer's approval. We will also respond to Requests for Information (RFls) from the contractor. Subtask 6.3 Design Addenda (if necessary) The objective of this Subtask is to assist the City with preparing any design addenda required during construc- tion. Subtask 6.4 Start -Up Assistance t BC proposes to assist the City and contractor in start-up of equipment and systems. After construction and all submitted plans for an equipment item or system are accepted, we will aid the City in verifying that equipment and system performance test requirements are met. BC will aid the Cit< insuring that all systems are properly configured and valves are in proper positions to adequately test each piece of equipment and system. Upon completion of start-up, the system will be turned over to the City for continued operation. Subtask 6.5 Record Drawing Preparation and O&M Manual Preparation BC proposes to prepare record drawings and O&M manuals for the lift station. We will us redline drawings and survey data prepared and submitted by the contractor and the City's inspection staff to prepare the record drawings. The O&M manuals will be prepared using a standard format that allows for user-friendly implementation of a preventative maintenance and troubleshooting program. Recommended preventative maintenance intervals will also be included in the O&M manual. TASK NO. 7.0 Coordination and Management RATIONALE: The overall objective of this task is to manage, administer, and provide ongoing coordination for efficient utilization of resources for the entire project. This task includes technical and financial manage- ment of the design services and liaison with City of Renton administrative/operational staff and the project \\Iteam, including subconsultants. BC proposes to use a highly experienced project manager to supervise project staff and ensure a high quality design t iat -meets ie ity's expec , s. ACTION OUTLINE (TASK OBJECTIVE): Our approach is for BC's project manager, Mr. Todd i Keithahn, to serve as an extension of City staff and manage BC employees and subconsultants in a manner that keeps the City's project manager informed of current project activities, deadlines, budgets, and other decisions. TASK LEAD: Todd Keithahn, PE, Brown and Caldwell The subtasks associated with Task 7.0 are described below. Subtask 7.1 Coordination and Management The proposed project management scope of work method is described in Section B, Project Management. .Subtask 7.2 Quality Assurance / Quality Control BC proposes to implement a quality control and assurance (QA/QC) program to ensure that the design effort and resulting products meet the City of Renton's and other stakeholders' expectations for quality, timeliness, and cost. Mike O'Neal, a BC Managing Engineer with over 30 years of wastewater conveyance experience, will perform the QA/QC review for the project. Mike will perform an independent review of calculations and coordination a cross-check between disciplines and between new and existing systems. BROWN AND CALDWELL I Renton Litt Station Consolidation and Feld Avenue Intemept—loc 10 L� City of Renton — SummerwindlStonegate Lift Station Consolidation and Field Avenue Interceptor I �1 I Estimated Consultant Staff Hours The following is an itemization of the proposed tasks described above and their corresponding staff hour estimates. A detailed breakdown of the subtasks and their corresponding man-hour estimates is included in Appendix B. I Table 1. Task and Hour Estimates Task No. Task Title Task Lead Firm Estimated Hrs 1.0 Alternatives Analysis Todd Keithahn, PE Brown and Caldwell 340 2.0 Design of the Project Todd Keithahn, PE Brown and Caldwell 2,140 3.0 Preparation of Bidding Documents Todd Keithahn, PE Brown and Caldwell 700 4.0 Permitting and Project Approval Assistance Tim Krause Brown and Caldwell 190 5.0 Assistance During Bidding Jean Cutter, PE Brown and Caldwell 68 6.0 Services During Construction Jean Cutter, PE Brown and Caldwell 510 7.0 Coordination and Management Todd Keithahn, PE Brown and Caldwell 124 Total Estimated Project Hrs: 4,072 Estimated Project Schedule BC prepared a project schedule through the end of construction (See Figure 5 on the following page). The schedule incorporates the seven tasks outlined above in Table 1. The intent of the schedule is to complete the pre -design by mid-2007 so that signed and stamped bid documents can be prepared by the beginning of the contractor bid season in Washington (December 2007). BC has observed that this strategy can result in more competitive bidding as many of the local contractors typically have smaller backlogs at this time of year and are more eager to bid public works projects. Section B Project Management BC's project management program for this project is described below. 1. Following notice to proceed, BC will prepare a Project Management Plan (PMP) for City review and BC internal distribution and use. The PMP shall define the personnel, project schedule, scope of ser- vices, project control reports, method of estimating completion of work, invoicing, records storage, project filing, calculation filing, and project close-out. 2. BC will manage proposed subconsultants, including subconsulting agreements. Utilizing the project schedule prepared under Item 1 above, BC proposes to monitor the progress of the work in relation to established time and budget constraints. BC will update and coordinate schedule revisions with City of Renton staff as appropriate. 4. BC will submit monthly status reports with the monthly invoice. Status reports shall identify budget � status, progress status, major activities of the previous month, upcoming activities, requested out of scope work (if any) for the upcoming month, and issues or complications that could prevent meeting milestones. 5. BC will conduct regular meetings with City of Renton to discuss current activities, track progress, and identify any project issues. As needed, a summary memorandum of key issues discussed, deci- sions made, action items, and required responses shall be prepared and distributed. B R 0 W N A v n C A L D W E L L Remm DO swoon consaiaar on ana Feld a we lnlwept« cbc 11 1 I� �I J FIGURE 5 City of Renton Sumerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor SOQ Schedule ID .© 7.4 0 E3 0 rq s© 0 a 0 Task Name _ __ Project Coordination & Management Pre -design Alternative Analysis Project Design Select Preferred Alternative Survey & Geotechnical Investigation 30% Design Submittal 60% Design Submittal 95% Design Submittal Bid document Preparation Final Design Submittal Permitting & Project Approval Permit Submittal and Review Bid Assistance Bid Advertisement Bidding Notice to Proceed Construction Services Pre -Construction submittals Construction Construction Substantial Completion Duration _ 462 days 30 days 6 wks 165 days 0 days 3 mons 45 days 30 days 30 days 5 days 5 days 60 days 3 mons 40 days 0 days 2 mons 0 days 180 days 3 wks 33 wks 0 days Start Thu 2/1/07 Thu 2/1/07 Thu 2/1/07 Wed 3/14/07 Wed 3/14/07 Thu 3/15/07 Thu 6/7/07 Thu 8/9/07 Thu 9/20/07 Thu 11/1/07 Thu 11/1/07 Fri 9/14/07 Fri 9/14/07 Mon 1/7108 Mon 1/7/08 Mon 1/7/08 Mon 3/3/08 Mon 3/3/08 Mon 3/3/08 Mon 3124/08 Fri 1117/08 Finish Fri 1117/08 Wed 3/14/07 Wed 3/14/07 Wed 10/31/07 Wed 3/14/07 Wed 6/6/07 Wed 8/8/07 Wed 9/19/07 Wed 10/31/07 Wed 11/7107 Wed 11/7/07 Thu 12/6/07 Thu 12/6/07 Mon 313/08 Mon 1/7/08 Fri 2/29/08 Mon 3/3/08 Fri 11/7/08 Fri 3/21/08 Fri 11/7/08 Fri 11/7/08 2007 Jan Feb Mar Apr May Jun 2 008 Se Jul Aug p Oct Nov Dec Jan Feb Mar Apr- May Jun Jul Au Sep Oct Nov Dec - - 1 3/14 1/7 3/3 ♦ 11/7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 JN: 051375.010 Date: Thu 12/7/06 File: Prelim Schedule_2006 12-07_JKC.mpp Task Split Progress Milestone ♦ Summary Project Summary External Tasks Deadline ; External Milestone Page 1 ICity of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor t6. The project management of the BC -led project team is represented in the organizational chart pre- sented in Figure 6. tSection C Project Team Members Lift station upgrades and modifications are one of BC's core services. Our staff has completed dozens of lift ' station projects in the last 10 years. With this significant lift station experience backing our team, we have organized a highly -qualified group of specialists to work on the City of Renton Summerwind/Stonegate lift station consolidation project. BC's Washington offices are located in Seattle, Olympia, and Kingston. Our ' proposed Project Manager and Assistant Project Manager are based in our Seattle office. Team Organization Our proposed team organization and key personnel are shown in Figure 6. In the pages that follow, we include brief biosketches of our proposed lead personnel. Table 2 provides an overview of additional team members' qualifications and experience as a resource for this project. Resumes are included in alphabetical order by last name in Appendix C of this proposal, and include further relevant project experience for each individual. The team is structured to provide the skills needed to execute the project, as well as the leadership and lift ' station experience to ensure that the City of Renton's project reflects the most advanced business processes and equipment available. The BC team has more than enough capacity to perform this project and comply with your schedule. Figure 6. Team Organizational Chart " O ' David Christensen Mike O'Neal, PE Project Delivery Officer & Todd Keithahn, PE , Project Manager N)v Jean Cutter, PE 1 [Assistant Project Manager Civil/Site Design Asset Management Mechanical Permitting Geatech�nl`E cal Surveying Jean Cutter, PE Steffan Neff Bo Vestergaard-Hansen, PE Tim Krause. PE Larry West, G (K) Brad Freeman. PLS (TryTodd Keithahn, PE Mike O'Neat, PE David Cotto(Kl L Additional Resources Odor Control ._......... ............. .Philip Wolstenholme. PE Acoustics ............ .........._.._.._.................. .Julie Weibusch (G) &C............._.... ..__....... ____ ._......... Kevin SthmvPE Structural .......... _......... .... ............. ......... Nancy Duevel. PE Electrical .................................... _...._.....GaryAnderson, PE Financial Planning ._._...__.___.._...... .......... .Jason Mumm Community Relations... .................... ...... Bob Wheeler (T) Trenchless.............................................. ...... Julie Matteson, PE Architect ...........................................Robert Wagner (WA) Hydraulics/Flow Modeling ........... Steve Merrill, PhD, PE BROWN' AND CALDWELt. WA -Wagner Architects G - Greenbusch Group K - Kleinfelder T -Triangle Associates Tr -Triad Associates IRenton Uf[ Sfanm Cmsolidanon and Field A—ue lnfemapror doc 12 City of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor 11 Qualifications of our Lead Personnel Todd Keithahn, PE Project Manager Todd has over 17 years of professional experience in wastewater conveyance design, civil site design, and wastewater plant mechanical design. He has designed and implemented wastewater sewers and force mains, wastewater pump stations, trenchless pipeline installation, wastewater plant components, dewatering systems, and civil site development projects. He has also prepared numerous engineering reports, pre -design reports, planning documents, and O&M manuals for design implementation. Todd was the project manager for the Combined Sewer Overflow Reduction Facilities Plan for the City of Port Angeles (WA). Scope included pre - design of two 30" gravity sewers, 30" and 12" force mains, a 30 mgd submersible pump station, and treat- ment plant secondary treatment mechanical upgrades. As Project Manager for Renton's project, Todd will provide general project oversight, manage the budget and schedule, and be the primary point of contact with the City. Experience Highlights: ■ Managed the '%"astewater Master Plan for Clallam County (`WA) developed to accommodate a wastewa- ter conveyance system in a 10-square-mile urban growth area. ' ■ Managed expansion of the Industrial Wastewater System for Seattle -Tacoma International Airport (STIR). Projects included a new 8.0 mgd effluent pump station for the treatment plant, and a new 4- mile—long, 16-inch effluent force main. ■ Prepared numerous engineering reports, pre -design reports, planning documents, and O&M manuals for design implementation. ' Jean Cutter, PE Assistant Project Manager Jean Cutter has 12 years of engineering experience in both civil and environmental engineering design, with particular emphasis on water and wastewater design and treatment, collection, transmission and distribution systems, lift station design, site development, drainage and stormwater system planning and design, hydraulic modeling, and development of wastewater and water master plans. All of her projects have included prelimi- nary design, final design, permitting, bidding assistance, and construction administration services. Experience Highlights: ■ Project Manager for the City of Tacoma's pump stations 4102 and 4103. ' ■ Assistant Project Manager on replacement and diversion for the Francis Street CSO in Port Angeles, WA. ■ Designed a sewer replacement for the Town of Friday, WA that included gravity sewer, force main, sewer laterals, and pump station. ■ Managed development of water and wastewater master plans, including hydraulic modeling, Capital Improvement Plan (CIP) development, design of wastewater collection/transmission and water distribu- tion, permitting, and construction administration for the Town of Lady Lake, City of Ocala, and City of Lehigh, Florida. Our Subconsultants We have also included Subconsultants on our team for their broad range of pump station modification expertise. BC has chosen subconsultants based on their skill in creating a visually pleasing and unobtrusive pump station and related conveyance structures as well as providing the communication and public relations necessary for project acceptance. I I Redon Lill Slalim Cmsdidatw and Feld Avenue Interceptor dx 13 ICity of Renton — SummerwindlStonegate Lift Station Consolidation and Field Avenue Interceptor Wagner Architects has been working with BC over the last 3 gears to provide architectural advice on pump stations and other utilitarian structures. The firm will assist in creating an aesthetically- pleasing pump station structure. In addition, we have included the following subconsultants: Triangle Associates to assist with community involvement services; The Greenbusch Group to provide acoustic control; Kleinfelder Associ- ates to provide geotechnical services; and Triad Associates to perform surveying. iQualifications of Additional Resources Table 2 provides qualifications of other team members who are available for this project. Table 2. BC Team Qualifications 11 Education and years Name and role of experience Relevant experience Mike O'Neal, PE M.S. in Sanitary Engineering, ■ Currently assisting the City of Port Angeles to implement a CSO control Project Delivery Officer, University of Nebraska, 1973 Ian based on a mix of conveyance and flow reduction projects, P Y P j Mechanical B.S. in Civil Engineering Managed the mechanical design of the Leach Creek Stormwater Pump 31 years experience Station. Tim Krause J.D., Law ■ NEPAISEPA coordinator for the Port Angeles CSO Environmental Permitting M.S., Environmental Systems Impact Assessment Engineering B.S., Environmental Science ' SEPA EIS Coordinator for the Pierce County's efforts to protect and Restore Habitat 26 years experience Brad Freeman, PLS AAS, Forestry Technology Specializes in Project Management, Boundary and Topographic (Tr) 32 years experience Surveying, Public Land Survey System, GPS Surveying, Utility Route Surveying Surveys Steff ran Neff B.S., Civil and Environmental ■ Managing two current on -call services contracts for King County. Asset Management Engineering ■ Managing LOTT and Pierce County asset management program 12 years experience development. Bo Vestergaard- M.S., Mechanical Engineering ■ Project engineer for the Port Angeles EUGA Pump Stations 12 and 13 Hansen, PE in charge of pump design and selection; pumping station, influent pipe, Mechanical B.S., Mechanical Engineering and force main design. Graduate Certificate in Environmental Management ■ Project Engineer for the Tacoma Pumping Stations 4102 and 4103, Tacoma. Responsibilities include hydraulic calculations; pump design 5 years experience and selection; and pump station, influent pipe, and force main design. Larry West, LHG (K) MBA • Monitoring well installation Kenmore Pump Station, King County Geotechnical BS, Geology Wastewater Treatment Division; Kenmore, WA 34 years experience ■ Groundwater evaluation for the Lakeland Hills Pump Station in Auburn, WA Dave Cotton, PE (K) BS, Civil Engineering ■ Geotechnical studies for expanding the Renton Wastewater Treatment Geotechnical MS, Civil Engineering Plant and Pump Station 32 years experience ■ Geotechnical Engineering Services, NE 4th Street and Sunset Boule- vard Sewer Upgrades, City of Renton On -Call Services; Renton, WA Philip Wolstenholme, BS, Mechanical Engineering ' Performed evaluation, pilot test, and designed odor control facilities for PE 30 years experience the master pump station, Navel Station, Everett, WA Odor Control ' Designed odor control facilities for Denny Way CSO storage tanks and pump station. IRenton Lift Stabon CorlS KMw and Freld Averwre Intercepts clot 14 City of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor I J Education and years Name and role of experience Relevant experience Kevin Stively, PE B.S., Pulp and Paper ' Review, development, and oversight of King County's WWTP and Instrumentation & Science and Engineering Conveyance Control System Standards Development and East Section Control 17 years experience Control System Replacement ' Led I&C for King County's Brightwater WWTP that included the main plant, influent pumping station and conveyance systems Gary Anderson, PE B.S., Electrical Engineering ' Lead Electrical Engineer. South Pumping Station, City of Tacoma, WA Electrical 28 years experience ' Lead Electrical Engineer. South Plant, installation of high solids dewatering centrifuges, KCDNRP, WA Bob Wheeler (T) M.S., Civil Engineering • Managed the policy components of the King County Regional Infiltra- Community Relations B.S., Civil Engineering tion/Inflow Control Program. Project involved collaboration with City of 31 years experience Renton and 33 other local agencies and municipalities that provide water and/or sewer services within their jurisdictions and discharge to the County's facilities Robert Wagner (WA) Bachelor of Environmental ■ Prepared program, master plan, and final architectural plans and Architectural Design specifications and supervised construction of the Municipal Service 36 years of experience Center in Kirkland, WA. Kirkland awarded this project Best Industrial Design in the City Julie Weibusch G ( ) Post -Baccalaureate Certificate, Noise Control Acoustician for relocation of the Juanita Bay Pump Station in Kirkland, Acoustics Engineering WA. A noise study was conducted at the proposed site of the Juanita Bay Pumping Station to establish a pre -construction background noise B.A., Interior Design level for the community surrounding the site 32 years experience Nancy Duevel, PE M.S., Civil Engineering ■ Project Engineer for Satellite Reclamation Plant, LOTT Wastewater Structural M.S., Engineering Alliance, Olympia, WA Management • Project Engineer for Water system earthquake vulnerability study, B.S., Civil Engineering Rivergrove Water District, Lake Oswego, OR 33 years experience Jason Mumm MBA ■ Project Manager and lead financial consultant in assisting the City of Financial Strategies B.S., Finance Omaha with developing a 20-year financial plan to accommodate the 14 years experience expected costs of the City's combined sewer separation program Julie Matteson, PE B.S., Civil Engineering • Provided design review and as -needed engineering and construction Trenchless 11 years experience services to Skyway Water and Sewer District for the replacement of the entire Basin 6 sewer system • Provided pipeline, civil site, and storm system design services for new Juanita Bay pump station in Kirkland that replaced existing pump station Steve Merrill, PhD, PE Ph.D., Civil Engineering • Project Engineer for development of computer model for simulating Hydraulics/Flow M.S., Civil Engineering infiltration/inflow (1/1) and base sanitary flow in sewers for King County Modeling and the Cities of Steilacoom, Renton, and Olympia, WA B.S., Civil Engineering ■ project Engineer for updating the Boeing Creek Drainage Study SWMM 30 years experience Model, King County, WA 1 Remon 01 Stahm C-0,dabm and Field Avenue lnlefmV duc 15 ICity of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor BC Project Experience � ct Clearwater Casino Expansion, Suquamish Tribe, Suquamish, WA The scope of this project involved the civil site design of a new Tribal gaming and hotel facility. BC designed and developed an overall site plan, stormwater management plan and treatment system, sanitary sewer plan, relocation of existing wastewater and power facilities, grading and TESC plan, parking and roadway plan, domestic water booster system and both domestic and fire distribution systems, and demolition plan and construction phasing plan. BC led the permitting effort and the utility coordination, and also coordinated with Tribal fisheries and natural resource departments on monitoring and mitigation plans to minimize impacts to the environment. Revisions to the casino entrance onto SR 305 at a signalized intersection were made, including relocation of one of Puget Sound Energy's primary electrical lines and extensive negotiation and coordination with WSDOT. BC provided construction management -related services for both phases. Key Personnel- Todd Keithahn, Project Manager; Mike O'Neal, QA/QC, Monitoring Manager; Steffran Neff, Business Case Evaluation for WW Master Plan Silver Reef Casino Phase II Expansion, Lummi Nation, Ferndale, WA The Silver Reef Casino has undertaken its planned phase II expansion after 1 year of the opening of the phase I facility. The casino is owned by the Lummi Tribe and managed by Merit Management Group. The phase II expansion includes the construction of 20,000 square feet of additional gaming and special event space. Work also included construction of a new parking lot and modification of the on -site utilities. i BC prepared civil site plans for the utility modifications and the parking lot construction under a very tight timeline. The owner had requested BC to join the team after they dismissed the previous civil engineer. This occurred during the design phase. The design was completed and construction began on schedule. At the request of casino staff, BC investigated problems with the grease trap and the existing pump station. Analysis identified that both facilities were undersized. Recommendations for a remedy were provided and are currently being implemented. BC prepared a wastewater master plan for the Silver Reef Casino site. Several future phases are contemplated with the addition of a hotel and other facilities. Future waste flows were projected. Two alternatives for treatment and disposal were analyzed. One included treatment on site with a membrane bioreactor (MBR) treatment plant and the other was to pre -treat on site and convey the flows to the Lummi Sewer system for treatment. The recommended alternative was the MBR treatment plant located on site with optional reuse of the Class A effluent for irrigation purposes. Key Personnel. Todd Keithahn, Project Manager; Mike O'Neal, QA/QC Evaluation and Design of the Fairwood Interceptor, King County, WA In 1986, King County discovered that its interceptor sewer located in the Madsen Creek ravine, a sensitive area prone to landslides and erosion, was unstable. Twice during the next 10 years, the County hired consult- ant teams to design solutions to the pipeline problem, but neither team's designs could be implemented. In 2000, the County selected BC to resolve this design challenge. The BC team partnered with the local community and regulatory agencies to select a preferred alternative to solve the problem. The preferred alternative was a gravity interceptor that will reroute flows from the start of the Madsen Creek Interceptor, under the west tributary of Madsen Creek, and discharge to a newly con- structed sewer under 140th Avenue SE. This project consisted of three phases: Phase 1, Phase 2A, and Phase 2B. Phase 1 required the installation of an inverted siphon consisting of approximately 2,500 feet of three separate pipelines (one 16-inch steel and two 12-inch-diameter HDPE pipelines) using horizontal directional drilling (HDD). The pipelines were installed under a 270-foot-deep ravine of the west tributary of Madsen Creek. Construction of Phase 1 was 11 mw o s a,, Ca 0,d*o nl Freid avernie interceptor aoc 16 ICity of Renton — Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor successfully completed in November 2002. Phase 2A consisted of the replacement of approximately 2,000 feet of 8- to 10-inch-diameter pipelines with 12- to 16-inch-diameter pipelines using pipebursting to trans- form the local sewer into the upper reaches of the interceptor. The project required pipebursting and open - cut construction in a local golf course and community park as well as in the narrow space between homes. Construction of Phase 2A took place from August to October of 2004. Construction began on the third phase, Phase 2B, in July 2005. This phase consists of installing approximately 2,600 feet of new 24-inch sewer within a 42-inch casing using microtunneling and replacing about 2,400 feet of pipeline by open cut. Key Personnel. - Julie Matteson, Project Engineer; Steve Merrill, Modeling Lead Skyway Basin 6 Sewer Rehabilitation Project, Skyway Water and Sewer District, Seattle, WA Basin 6 includes 170 side sewer connections spread over 48.4 acres and was sewered with approximately 1 9,600 ft of 6-inch and 8-inch-diameter concrete sewer mains and 36 manholes. The pilot project for Basin 6 included replacing all manholes in the basin and sewer mains and side sewers using the pipe bursting technol- ogy. BC has a long history with I/I elimination work in Skyway, including I/I source field investigation analysis and interpretation of hydraulic modeling and the original lateral replacement design. For the Skyway Basin 6 project, BC was the representative for the Skyway %X'SD providing design services, construction inspection, office engineering, and creation of new basin electronic sewer cards. Design of the replacement project was completed in February 2003 and installation of the replacement pipelines was completed by September 30, 2003. Following construction of the project and after a season of flow monitoring to measure the post -construction flows, the data indicated that the Skyway project was successful in reducing I/I flows into the Skyway and King County conveyance systems. The project reduced ' peak storm -related flows from the basin by 83 to 85 oercent. Key Personnel - Julie Matteson, Project Engineer Section D References Firm References Name of Client Project Title Contact Name Phone Number Lummi Nation Silver Reef Casino Phase II Mr. Kevin Werner. Assistant General 360/ 383-0777 Expansion Manager King County Evaluation and Design of the Mr. Brian Duncan, Project Manager 206/263-6276 Fairwood Interceptor for Phase 2A and 2B Skyway Water and Skyway Basin 6 Sewer Rehabilita- Ms. Cheryl Scheuerman. General 2061772-7343 Sewer District tion Project Manager Project Manager References Name of Client Project Title Contact Name Phone Number Suquamish Tribe Suquamish Clearwater Casino, Ph Mr. Bob Gatz, PE, Tribal Engineer 360/394-8422 III Expansion and Wastewater Facilities Plan City of Port Angeles Port Angeles CSO Facilities Plan Mr. Steve Sperr, PE, Engineering 360/417-4821 and General Sewer Plan Manager Clallam County Port Angeles East UGA Sewer Mr. Craig Jacobs, Public Works 360/417-2441 Interceptor Project Director 1­1R0 Avo C.ALDWFt.L Renwn Lill Stabm CmWidatim and Feld Avenue InleruwV dm 17 ICity of Renton - Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor ISection E Insurance Requirements ' BC maintains professional liability insurance that satisfies the minimum requirement of $1,000,000 for the term of the contract as required in the RFP. BC maintains, at a minimum, the following insurance coverage: 1. Commercial General Liability. Coverage is provided by Zurich American (2006 Best's Rating A XV) on a standard occurrence liability form and includes premises/operations, personal injury, ' advertising injury liability, contractual liability, broad form property damage, and products/completed operations. There is no exclusion for explosion, underground or collapse. Limits are $1,000,000 per occurrence, $2,000,000 general aggregate. 2. Business Automobile Policy. Zurich American writes the policy on a standard form and coverage applies to all owned, non -owned and hired vehicles. Policy limit is $1,000,000 each accident. 3. Workers' Compensation. Zurich (2006 Best's Rating A XV) underwrites this policy. Statutory benefits are provided, as required by state law. Coverage includes, if applicable, U.S. Longshore and Harborworker's Act, and Jones Act (Maritime coverage). Employer's Liability is provided with limits of $1,000,000. 4. Professional Liability, Including Contractor's Pollution Liabilit}. This policy is underwritten by Greenwich Insurance Company (2006 Best's Rating A+ XV). It is written on a "claims -made" basis and provides professional liability coverage for negligent acts, errors or omissions arising out of the performance of our professional services, including pollution claims. The current policy has a retroactive date of April 1, 1947. Limits are $2,000,000 per claim, $2,000,000 annual aggregate. I 1 Rentm Litt Suwon Cmsolidatim and Feld Avenue Interceptor doc 18 Appendix A Lift Station Projects mmmm = mmmmmm,m m = = = = m m m = m = m m m m m m m Appendix A ' Below is a partial list of BC's Northwest lift station projects. Your proposal design team has implemented pumping and conveyance projects ranging in capacity from 0.1 to 2,300 mgd. Representative BC Northwest Lift Station Projects City of Tacoma King County Memorial Pump Station 30th Avenue N.E. Pump Station ' Hosmer Pump Station 8th Avenue South Regulator Station Grandview Pump Station Belvoir Pump Station Pump Station 4102 Brandon Street Outfall Station Pump Station 4103 Brandon Street Regulator Station Wingate Pump Station Carkeek Pump Station Pump Station Design Standards Chelan Avenue Regulator Station Connecticut Street Regulator Station City of Port Angeles Denny Way Regulator Station WWTP Interstage Pump Station Dexter Avenue Regulator Station Pump Station 12 Duwamish Pump Station Pump Station 13 East Marginal Way Pump Station ' East Pine Street Pump Station City of Black Diamond Hanford Street Outfall Station Black Diamond Pump Station Hanford Street Regulator Station Heathfield Pump Station ' City of Lacey Hidden Lake Pump Station Martin Way Pump Station Hollywood Pump Station Interbay Pump Station ' City of Bellevue Bellevue Pump Station Interurban Avenue Pump Station Juanita Bay Pump Station Lake Washington Shoreline Pump Station Upgrades King Street Regulator Station Kirkland Pump Station Portland Oregon and Vicinity Klineline Pump Station Lake City Tunnel Regulator Station Lander Street Outfall Station 36th Avenue Pump Station Lander Street Regulator Station Mission Pump Station Logboom Park Regulator Station Albany Pump Station Matthews Park Pump Station Pump Station Design Standards Montlake Boulevard Regulator Station Norfolk Street Regulator Station City of Anchorage North Beach Pump Station Chester Creek Pump Station North Creek Pump Station ' North Mercer Pump Station City of Steilacoom Rainier Avenue Pump Station Steilacoom Pump Station South Henderson Street Pump Station South Mercer Pump Station Suquamish Tribe South Michigan Street Outfall Station Clearwater Casino Pump Station South Michigan Street Regulator Station Sunset Pump Station Lummi Nation Sweyolocken Pump Station ' Silver Reef Casino Pump Station University Regulator Station West Marginal Way Pump Station Confederated Tribes of the Chehalis Reservation West Michigan Street Regulator Station Public Safety Building Pump Station Wilburton Pump Station Woodinville Pump Station Yarrow Bav PumD Station Appendix B Staff Hour Estimates M Appendix B City of Renton Design of Summerwind/Stonegate Lift Station Consolidation and Field Avenue Interceptor Staff Hour Estimate ' Task No. Task Description QA/QC O'Neal PM Keithahn Hydraulic /Flow Model Civil Structural Mech Electrical I&C Finance Permitting BCE Support Subconsultants Total Hours VP Merrill Eng Akini Senior Eng Cutter Senior Eng Matteson Senior Eng Duevel Senior Eng Vestergaard- Hansen Senior Eng Kumataka Eng Kimball Senior Eng Stively Senior Planner Mumm Senior Engineer Krause Senior Engineer Neff CADD Kramer Tech Writer Tulley Word Proc. IV Wilcox Acoustic Eng Greenbusch Public Relations Triangle Soils Eng Kleinfelder Architect Wagner Surveyor Triad 1.0 Alternatives Analysis 1.1 Alt Develop and Eval 8 20 4 20 60 24 20 20 20 4 200 1.2 Pre -Design Memo 4 10 40 12 4 4 4 2 80 1.3 Financing Analysis 2 2 50 4 2 60 Subtotal Task 1.0 14 32 1 4 1 20 100 1 24 0 32 0 4 1 4 1 50 1 0 1 20 1 20 1 8 1 8 1 0 1 0 1 0 1 0 1 0 1 340 '1 2.0 Design of the Project 2.1 Surveying and Mapping 45 5 250 300 2.2 Public Relations 4 4 72 80 ' 2.3 Geotechnical Investigation 2 8 140 150 2.4 to 2.10 Detailed Design 20 138 10 20 300 60 60 100 20 80 100 408 4 80 12 150 12 1610 Subtotal Task 2.0 24 144 10 20 353 60 60 100 20 80 100 0 0 0 408 0F400 80 77 152 150 262 2140 3.0 Preparation of Bidding Documents 3.1 Final Design 10 80 8 8 150 8 20 20 4 12 20 204 8 12 12 12 12 600 3.2 Construction Cost Estimates and Schedules 40 52 8 100 ' Subtotal Task 3.0 10 120 8 8 202 8 20 20 4 12 20 0 0 0 212 0 8 12 0 12 12 12 700 4.0 Permitting & Project Approval Assistance 4.1 Permitting 4 20 86 16 8 16 150 ' 4.2 Project Approval Assistance 22 8 8 2 40 Subtotal Task 4.0 22 12 8 0 20 0 0 0 0 0 0 0 86 0 16 8 18 0 0 0 0 0 190 5.0 5.1 Assistance During Bidding Bid Clarifications and Addenda 2 4 22 2 2 2 14 4 4 4 60 5.2 Bid Meetings 2 2 q 8 Subtotal Task 5.0 4 6 0 0 26 0 2 2 2 0 0 0 0 0 14 0 4 4 0 0 4 0 68 ' 6.0 Services During Construction 6.1 Meetings and Onsite Observations T438 96 4 4 4 150 6.2 Design Addenda 20 20 40 6.3 Submittals 70 2 80 6.4 Start-up Assistance 4 4 56 8 8 1 1 1 1 1 1 1 1 1 80 6.5 Record Drawings and O&M Manual 16 64 80 160 ' Subtotal Task 6.0 8 50 0 0 258 0 0 12 0 4 12 0 0 0 84 0 2 0 0 0 0 80 510 7.0 Coordination and Management ' 7.1 7.2 Project Management QA/QC 24 60 40 100 24 Subtotal Task 7.0 24 60 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 124 ' TOTAL 106 1 424 1 30 1 48 999 1 92 1 82 166 26 100 136 50 86 20 754 16 80 96 77 164 166 354 4,072 Appendix C Resumes ■■i M M M M M M M M M w M M M M M M M M SUPERVISING ELECTRICAL ENGINEER GARY L. ANDERSON, P.E. Experience Summary Gary Anderson has a B.S. in Electrical Engineering with 32 years of combined Engineering and Journeyman Electrician experience on industrial and commercial projects. Gary's experience includes electrical engineering and project management, electrical analysis and design, cost estimating, start-up and commissioning, hands-on electrical installation, maintenance, troubleshooting, and the repair of electrical power and lighting systems. He has extensive experience in backup and redundant power systems design, including UPS systems and standby and emergency power generation and switching. Gary has managed projects as owner's engineer, consulting engineer, contractor and design manager for multi -discipline projects involving building and utility systems of 600V through 35kV class. He has also prepared, negotiated, and administered engineering design contracts, including review and approval of design submittals. South Pumping Station Odor Improvements, Tacoma, Washington Assignment Lead Electrical Engineer. Led electrical design and construction support Electrical Education of electrical installation. Work included motor control center B.S., Electrical Engineering, Cum Laude, modifications, underground conduit systems, expansion of pump station's Seattle University, 1990 ground mat, outdoor odor control unit connections and instrumentation Registration support, hazardous classification design elements, and connections to new Electrical Engineer No. 33269, wet well and odor control fans. Washington, 1996 Electrical Engineer No. 59588, Oregon, 199B King County's Small & Large Standby Generator Replacement Electrical Engineer No. 9900, Alaska, Projects, Various sites throughout King County 1999 Electrical Engineer of Record. Both projects covering over 20 individual Electrical Engineer No. 16044, Calitomia, generator replacement sites. Gary is providing design development 1999 guidance, oversight, and certain design elements, site coordination, Journeyman Electrician, Washington, document review, and electrical engineering liaison. This work includes 1987 electrical engineering analysis and design for the replacement and Experience sometimes upgrade of the King County's pumping and regulator stations. 28years Challenges include automatic transfer switch installations into existing Joined Firm spaces where equipment footprints are at a premium, generator alarm and 2001 status control point interface with existing Metrotel or newly installed SCADA systems. Influent and Effluent Variable Frequency Drive Replacement, Edmonds, Washington Electrical Engineer of Record and Lead Electrical Designer. Project required the replacement of three variable frequency drives and the installation of a fourth variable frequency drive. Work included the use of existing enclosures for use in back panning the drive units. Control system interface had to match existing. Created panel shop type of drawings for the installation. Provided construction support and field inspection Favorably resolved UL Listing issues of contractor provided equipment. BROWS AND CALDWELL GARY L. ANDERSON, P.E. 1 Installation of High Solids Dewatering Centrifuges, South ' Treatment Plant, King County, Renton, Washington Lead Electrical Engineer. Led electrical design and construction support of electrical installation. Exceptional technical difficulties in routing ' additional power conduits for the new motor control room and the additional feeder conductors from the service transformers to the existing service equipment. Work included the demolition of seven belt presses, the installation of; 3 centrifuges, new motor control center, modifications to ' two motor control centers, temporary power via back-up generation, replacement of two 750 kVA service transformers with 1000 kVA transformers, transient voltage equipment, underground conduit and cable systems, broad base control system interface, extension of building ground system, 480 volt switchgear modifications and additions, variable frequency drive installations, and several motor replacements. Favorably resolved UL ' Listing and misinterpreted Code issues with the Electrical Inspector and the contractor. King County's University Regulator Station Odor Control and Generator Upgrade Project, University Regulator Station, University of Washington, Seattle, Washington ' Mr. Anderson is the Electrical Engineer of Record and lead electrical designer for the project. This work is not inclusively associated with the above generator work. Brown & Caldwell was requested as the electrical ' engineering sub -consultant under a different King County contract with another consulting firm. Brown & Caldwell's was requested due to our skill and experience in this arena and to ensure that the generator replacement ' matched the requirements for the future generator project. Work included coordination with the prime consultant, architectural, mechanical, and structural sub -consultants. Challenges included interfacing the new ' generator and transfer switch with existing load stepped start circuitry, electrical requirements for the new HVAC equipment associated with the new odor controls, the installation of a power monitor on the existing electrical service entrance, and exterior lighting changes. 1 E1ROWS I,D ('A' D11 ELL --- I - __M_ =1 Anderson Gary d" 12/11/22006 LEAD GEOTECHNICAL ENGINEER DAVID COTTON, P.E. ' Experience Summary With over 32 years of experience, David Cotton has been involved with all aspects of geotechnical 1 1 engineering and project management, including value engineering on a wide array of project types. His background includes management and performing of geotechnical investigations, studies, and designs for slope stabilization, geologic hazard identification, seismic analysis, retaining walls systems, and foundation stabilization techniques. He has provided technical expertise and has managed numerous projects (including design/build) ranging from commercial developments to large industrial facilities including lowrise and highrise structures, waste water treatment plants, transportation facilities and infrastructure including culverts, roadways, highways, light rail, bridges and interchanges, waterfront facilities, mining facilities, pipelines, tunnels, and water and oil storage tanks and distribution systems. Mr. Cotton's geotechnical management experience consists of wide variety of studies that have included inventories of soil, geologic, seismologic, and hydrogeologic conditions. Geotechnical Investigation and Design, South Interceptor, King Assignment County; Kent, Washington Geotechnical Project Geotechnical Engineer responsible for completing a design -level Education investigation for the South Interceptor Parallel Phase III project. The BS, Civil Engineering, Purdue project included a 108-inch-diameter concrete pipe, extending University, Indiana, 1973 approximately 15,000 feet in length from South 180th Street to South 216th MS, Civil Engineering, Universityof California: Berkeley, California, 1977 Street in Kent, Washington. The pipeline parallels an existing 72-inch- Registration diameter sewer constructed in the early 1960's, at an average depth of 20 Professional Engineer, NV, 2002 feet below the ground surface and 15 feet below the static groundwater License No.016008 table. Design issues included: protection of the adjacent sewer line; Professional Engineer, WA, 1978 protection of adjacent buildings; an evaluation of liquefaction potential License No.17418 along the alignment; construction alternatives (open -cut methods versus Professional Engineer, AZ, 2000 License No.36800 trenchless alternatives); baseline report for a section of tunnel requiring Professional Engineer, AK, 1984 EPB techniques, railroad undercrossings; stream crossings; and use of on - License No.CE 6568 site materials for trench backfill. Following construction of Phase 3, David Experience provided claims review and support during arbitration. 32 years Geotechnical Engineering Design, Cedar River Pipeline Tunnels, City of Seattle Water Department; Renton, Washington Relocation of Cedar River Pipelines 1, 2, and 4 at Interstate 405 crossing in Renton, Washington for the City of Seattle Water Department and WSDOT. David served as Project Manager for the geotechnical aspects of the project, which included three 20-foot diameter tunnels 1,500 feet in length in soft ground and three -drop shafts 70 feet deep. The tunnels and drop shafts carry 75 percent of the City of Seattle's water supply under I- 405 and into the City for distribution. A project specific tunneling Geotechnical Baseline Report was also completed for the project. Geotechnical Engineering Services, NE 4th Street and Sunset Boulevard Sewer Upgrades, City of Renton On -Call Services; Renton, WA David performed geotechnical studies for upgrading the NE 4th Street and Sunset Boulevard stormwater sewer systems for the City. A portion of the W" KLEIN FELDER Cotton K1e,nleWw sub.doc12/1112006 DAVID COTTON, P.E. I NE 4th Street system was directionally drilled from the Highlands down to ' the Maple Valley Highway adjacent to the Cedar River. This was the first directionally drilled pipeline in the City. The Sunset Boulevard stormwater system was the first pipeline installed in the City using microtunnelling. He ' was responsible for the soil and groundwater characterization as well as providing guidance to the City in the use of directional drilling and microtunnelling. , Geotechnical Study, Renton Wastewater Treatment Plant; Renton, Washington Performed geotechnical studies for expanding the Renton Wastewater ' Treatment Plant and Pump Station. Alki Transfer CSO Project, West Seattle Tunnel; Seattle, , Washington David was responsible for the design of the soldier pile and tie back system for the 40 foot deep portal excavation on the east and west portals of the , Alki Tunnel. The east portal excavation included over 16,000 square feet of shoring design that included the first application of soil nailing for a 15 foot deep excavation at the base of the pit for a permanent pump station. The ' excavation support also had the unique constraints of being located in an active landslide and having Elliott Bay immediately to the east. During completion of the tunnel his company was also a consultant to McNally Construction where we provided input to the muck conditioning agents and , final evaluation of the hydraulic capacity of the tunnel, when final construction geometry and grades didn't meet design geometry and grades. ' Contract Document Review, Downtown Seattle Transit Tunnel and Stations, Seattle Engineering Department; Seattle, Washington ' Project Manager responsible for review of all contract documents beginning at 75 percent completion through to 100 percent during preconstruction into permitting for the Seattle Engineering Department and then extending ' construction. David was responsible for identifying project inconsistencies in design and scheduling, and fatal flaws related to the City of Seattle providing utility and transportation services. During the same period, he ' was contracted as part of a team of specialists to do value engineering of the University Street Station, Pioneer Square Station, and International District Station. David identified $1.2 million savings for the foundation design of the International District Station and $2 million savings on the ' ground support systems of the University Street and Pioneer Square Stations. I 1 KLEINFELDER I 2 Cotton Klemtel0er_wO aoC 12111,2006 1 n 1 7� PRINCIPAL ENGINEER JEAN K. CUTTER, P.E. Experience Summary Jean Cutter is experienced in both civil and environmental engineering design, with particular emphasis on water and wastewater design and treatment, collection, transmission and distribution system, lift station design, site development, drainage and storm water system planning and design, hydraulic modeling projects and the development of wastewater and water master plans. Pumping Stations 4102 and 4103 HDD Force Main & Interim Assignments Upgrades, City of Tacoma, Washington Assistant Project Manager, Project Manager. Responsible for the civil re -design of the 90 percent CivAlSite Design completion level drawings and specifications which included modification Education of the yard piping, horizontal direction drilling drawings, demolition B.S., Civil and Environmental Engineering, University of Central Florida, 1994 drawings, and coordination with the City staff. Registration Francis Street CSO Diversion Pre -Design Project, City of Port Professional Engineer No. 4259Z Angeles, Washington Washington, 2006 Assistant Project Manager. Responsible for the preliminary design Professional Engineer No.58000, Fern Florida, 2001 evaluation of the Francis Street Diversion and the two downtown CSO ied Construction Documents CertiTechnologist projects. The evaluation included the development of diversion alternatives consisted of open -cut construction, microtunneling and horizontal direction Experience drilling methods of construction, hydraulic analysis of the piping and 12 years siphon, budgetary cost for each alternative, diversion structure, storage, and ,joined Firm updating of the current CSO plan. 2006 Friday Harbor Sewer Replacement Project, Town of Friday Harbor Relevant Expertise Washington Civil and Environmental Engineering Project Engineer. Responsible for the preparation of the design for the replacement of 2,300 LF of overland 10-inch DIP force main, 2,200 LF of 8-to15-inch gravity sewer, and a 800 gpm duplex pump station and specifications for the project. B R 0 W N { N➢ L A L D 11 L 1, L Friday Harbor Sewer Feasibility Study, Town of Friday Harbor, Washington Project Engineer. Responsible for the preparation of the draft engineering report which included the evaluation of replacement alignments of a deteriorating marine sanitary sewer pipeline and the identification of the most cost effective plan for replacing the collection system, and preparation of the engineering report. Azalea Park/Pinar Heights Water and Wastewater System Improvements, Orange County, Florida Project Manager. This project includes Phase II and III that involves improvements to the Azalea Park and Pinar Heights water and wastewater systems. Orange County wanted to minimize disruption to this built -out service area during construction which included approximately 40,000 LF of 6-, 8-, and 12-inch water mains, replacement of 7,000 LF of 8-inch sanitary sewers, and relining approximately 40,000 LF of existing sanitary sewers. Ms. Cutter was responsible for the final design, preparation of Cutler -Jean doc 12/11/2006 JEAN K. CUTTER, P.E. I drawings and specifications, cost estimate, bidding assistance, and I construction administration. . Conway Acres Wastewater System Improvements, Orange ' County, Florida Senior Project Engineer responsible for the evaluation of the subdivision collection system and lift stations and wastewater transmission system ' by reducing the number of existing lift stations, and attending public information meetings. The project included an evaluation of the wastewater system, preliminary design, final design, and permitting, ' engineering opinion of construction cost, bidding, and construction observation. East Redevelopment Transmission and Distribution, City of ' Miramar, Florida Design Manager and Engineer -of -Record. Responsible for design, ' permitting, bidding and construction administration for approximately 21,000 feet of new 6-inch, 8-inch and 12-inch water main within the eastern portion of the city's residential subdivisions. This project replaced ' undersized water main to provide additional pressure for fire hydrants. Project involved relocating the existing water services from the utility easement in the rear of the residential lot to the front. I Various Capital Improvement Projects from the Wastewater Master Plan, Town of Lady Lake, Florida ' Project Manager for preparing a conceptual design report, final design, necessary construction plans and specifications, engineer's opinion of probable cost, permitting, bidding services, and construction observation ' for each of these Capital Improvement Projects. All projects were funded using State Revolving Funds. • Sewer system extension on South Hwy 27/441 includes ' construction of 1,600 LF of 10" water main, 2,400 LF 4" force main, 1,000 LF 8" sanitary gravity sewer and one 6-foot diameter lift station. , • Sewer system extension on Lake Hermosa to Lemon Street includes construction of 1640 LF 8" gravity sewer and laterals, 1,000 LF 4" force main and one 6-foot diameter lift station. ' • Sewer system extension North Hwy 27/441 includes construction of 4,000 LF of 8" sanitary gravity sewer and 12 manholes. • Wastewater improvements on West Lady Lake Blvd includes 5,000 LF 6" water main, 4,625 LF 8" gravity sewer, 2,000 6" force main, , and one 8-foot diameter lift station. 1 2 Cu0vjesn do 12J1112000 1 J STRUCTURAL ENGINEER Experience Summary NANCY M. DUEVEL, P.E. Nancy Duevel has more than 35 years experience in the structural design of structures including water and wastewater structures, bridges and buildings. She has designed and directed projects for the construction of new structures, renovations and additions to existing facilities, seismic upgrades and retrofits of existing facilities, and has performed seismic vulnerability and other structural assessment studies of existing structures. Nancy has managed the structural engineering for large projects with multiple structures including water and wastewater plants, a new university campus and new correctional facilities. V Structural Condition Assessment, City of Tacoma, Washington Assignment Structural engineer for structural condition assessment of facilities at the Structural Central Treatment Plant. Facilities included the Screening Facility, Grit Education M.S., Civil Engineering, Southern Tanks, Primary Settling Tanks, Oxygenation Tanks, Final Settling Tanks Methodist University, 1989 and Anaerobic Digesters. A site inspection was performed for each facility. M.S., Engineering Management, A report of the findings was prepared which included an evaluation of each Southern Methodist University, 1983 structure and recommendations for repairs. B.S., Civil Engineering, Clarkson University, 1969 East Hill Pump Station No. 5 Replacement Generator, Kent, Registration Washington Professional Structural Engineer No. Structural design of modifications to an existing pump station for the City 19062PE, Oregon, 1997 of Kent. Masonry columns were relocated in order to provide the required Professional CiviliStructural Engineer No. space for a larger generator. The existing structure is reinforced masonry 27292, Washington, 1990 with a wood -framed roof. Professional Structural Engineer No. PE 14741, Oklahoma, 1988 Ground Water Pump Station Improvements, Bureau of Water Professional Structural Engineer No. Works, City of Portland, Oregon 52841, Texas, 1984 Layout of ground improvements utilizing stone columns to mitigate risk of Experience lateral spreading during a seismic event and improve bearing capacity at 36 years Joined Firm new structures. Structural design of new 5000 SF reinforced masonry 2002 chemical storage building, and reinforced concrete detention (10' x 23' x 10' deep) and dechlorination (20' x 36' x 10' deep) basins. Wastewater Reclamation Plant - Seismic Remediation and Roof Replacement, City of Corvallis, Oregon Structural design of seismic upgrades to three buildings based upon recommendations in the earlier seismic vulnerability study. ■ Operations and Maintenance Building — added reinforced concrete shear wall and fiber composite to precast concrete double tee roof diaphragm. ■ Digester Control Building — strongbacked masonry and hollow clay tile walls, added diaphragm to wall connections. ■ Equipment Storage Building — strongbacked masonry walls, added horizontal bracing to roof diaphragm, added vertical bracing. 1 R O W\ AND CALDW El. 12/11i2006 I NANCY M. DUEVEL, P.E. I Satellite Reclamation Plant and Conveyance, LOTT Wastewater ' Alliance, Lacey, Washington Structural design of pile supported stream crossing and support of conveyance piping from existing bridge. Structural design of cast -in -place ' concrete tanks and reinforced masonry buildings. Structures include tanks for membrane filtering and disinfection processes, piping gallery, and chemical storage structure. The project is currently under construction. ' York Generator Building, King County, Washington Project Manager for structural design of 2500 square foot reinforced , concrete, pile -supported building to house a 3000 k%V emergency power source for Metro's York wastewater pumping station. The structure is in a highly visible location and blends with the surrounding farms. The project , is currently under construction. Lake Fork Water Transmission Project, Dallas County, Texas Structural design of several of the structures for this water transmission line ' project between Lake Fork and Lake Tawakani, including the submerged intake structure, maintenance building, administration building and operator's residence. , Ground Water Pump Station Improvements, Bureau of Water Works, City of Portland, Oregon ' Layout of ground improvements utilizing stone columns to mitigate risk of lateral spreading during a seismic event and improve bearing capacity at new structures. Structural design of new 5000 SF reinforced masonry ' chemical storage building, and reinforced concrete detention (10' x 23' x 10' deep) and dechlorination (20' x 36' x 10' deep) basins. Whippoorwill Lift Station, Lewisville, Texas ' Structural design of reinforced concrete pump station with wet and dry wells. Lift Station, City of Richardson, Texas ' Structural design of reinforced concrete pump station with wet and dry wells. ' 2 Du-el_Na-y.do 12/11/2008 r SURVEY PROJECT MANAGER Experience Summary BRADLEY T. FREEMAN, P.L.S. As Brad Freeman has over 30 years of surveying experience in the Pacific Northwest, six of which included managing his own firm. He has expertise in boundary, topographic, GPS, utility mapping and ALTA/ACSM Land Title surveying. Brad has been with Triad Associates for 18 years and is an Associate of the firm. He is currently the Survey Project Manager for our work with Lake Washington School District, City of Kirkland, Snohomish County PUD No. 1, and RH2 Engineering. Brad is a member of the Land Surveyors Association of Washington and the National Society of Professional Surveyors. Assignment Surveying Education AAS, Forestry Technology, Green River Community College, Auburn, WA Advance Cadastral Workshop - BLM / US Forest Service course Registration Registered Professional Surveyor. WA, ID, MT and AK Experience 30 years Relevant Expertise Project Management Boundary and Topographic Surveying Public Land Survey System GPS Surveying Utility Route Surveys Aberdeen Avenue and Downtown Sewer Extension Project, City of Renton, Renton, Washington Project Surveyor. Responsible for managing the technical aspects of two topographic surveys, including locating existing utilities, for the design/upgrade of sanitary sewer facilities. The total length of the two projects was approximately 12,600 lineal feet. approved and signed the final survey drawings. Site 52, Design Survey for New Elementary School, Lake Washington School District, Sammamish, Washington Project Manager. Provided a boundary and topographic survey for a proposed elementary school site in the City of Sammamish. Included in the survey work being done is a topographic survey of approximately 1,500 lineal feet of street right of way for the extension of a sewer line to the proposed site. Sulphur Springs Water Main Replacement, Sammamish Plateau Water and Sewer District, Sammamish, Washington Project Manager. Provided a topographic survey including locating existing utilities for the design/upgrade of water facilities. The length of the project is approximately 1000 lineal feet. Seattle Monorail Project, Preliminary Design Survey, Seattle, Washington Project Surveyor. Responsible for managing the technical aspects of a topographic survey along the proposed monorail route through the SODO District of Seattle, which was approximately 2 miles in length. The survey was unique in that it required the acquisition of the location and elevations of feature from the street level to a point approximately 100 feet above the street. This included all overhead wires and cables. A second project that was completed for the Seattle Monorail Project was topographic survey of a 15-acre site in the Interbay area of Seattle. This site was proposed to be one of the operation centers for the monorail. I Freeman Tnad su0.doc 12/112006 PRINCIPAL ENGINEER TODD J. KEITHAHN, P.E. Experience Summary With over 17 years of professional experience, Todd Keithahn offers strong expertise in the areas of project management, wastewater conveyance design, civil site design, and construction management. He specializes in the design of large-scale, long-term projects for major public and private clients and has completed multi- million dollar civil design projects for the City of Port Angeles, The Boeing Company, Seattle -Tacoma International .airport, and The Burlington Northern and Santa Fe Railway Company. Todd has been responsible for the design and implementation of wastewater pipelines, wastewater pump ' stations, wastewater plant components and mechanical upgrades, methane gas protection systems, geosynthetics, hazardous waste site remediation systems, underdrain systems, industrial sludge treatment systems, earthwork, pavements, and erosion control treatment systems. He has prepared numerous ' engineering reports, pre -design reports, planning documents, and operations and maintenance manuals which have assisted in design implementation. ' Eastern UGA Wastewater Interceptor Project, Port Angeles, Assignments Washington ' Project Manager. Project Manager. Managed the design of a 2.5-mgd sanitary sewer Civil/Site Design interceptor including two duplex submersible pump stations, 25,000 feet of Education M.S.E., Civil Engineering. University sewer pipe, two state highway crossings, sewer installation by horizontal of Washington. 1995 directional drilling, and piping design in a sensitive area prone to landslides. B.A., Physics. Occidental College. Managed permitting and coordination with affected public utility districts, 1989 cities, tribes, and state agencies. Project is currently under construction. Registration Civil Engineer No. 34411. Combined Sewer Overflow Reduction Facilities Plan and General Washington 1997 Sewer Plan, City of Port Angeles, Washington Experience Project Manager. Managed a combined sewer overflow (CSO) reduction 17 years plan and general sewer plan that was recently approved by the Washington .joined Firm Department of Ecology. Design elements included two 36" gravity sewers, 2004 30" and 12" force mains, a 30 mgd submersible pump station, a 5-million ' Relevant Expertise gallon CSO storage tank, and treatment plant secondary treatment Protect Management mechanical upgrades. The City's five year and 20 year capital improvement ' Civil Site Design Wastewater Pipeline Design program for conveyance improvements was developed from this plan. Wastewater Pump Station Design Wastewater Master Plan and Phase 111 Casino Expansion, Suquamish Tribe, Suquamish, Washington Project Manager. Prepared a wastewater master plan to accommodate expansion of the Tribal casino and commercial core area on the Reservation. Design elements included 9,000 gpd, 15,000 gpd, and 0.2 mgd ' membrane bioreactor (MBR) systems, gravity sewers, submersible pump stations, and force mains. Managed preparation of plans and specifications for civil site work relating to hotel construction on a tightly -constrained ' casino site. Design elements included demolition, grading, paving, stormwater, TESC, SWPPP, permitting, sanitary sewer system, potable water system, bidding assistance, and construction management. BROWir nvo CALF Keithahn Todd.doc 12/11/2006 1 TODD J. KEITHAHN, P.E. I Sewer Comprehensive Plan, Seattle Public Utilities, Seattle, , Washington Project Engineer. Developed a comprehensive citywide sewer plan, the first in Seattle's history. Elements of the plan included flow forecasting and ' modeling, alternatives evaluation, cost estimating, and development of five year and 20 year sewer capital improvement program. Membrane Bioreactor System, Chehalis Tribe, Oakville, ' Washington Project Manager. Designed a 12,000 gpd MBR system to treat domestic , wastewater from three new tribal buildings. Project included the design of the MBR system, conveyance piping, influent and effluent pump stations, holding tanks, and an effluent drainfield. I Upgrade of Industrial Wastewater Treatment Plant, Seattle- ' Tacoma International Airport (STIA), Seattle, Washington Project Engineer. Designed upgrades for new effluent pump station and new four mile long industrial wastewater effluent force main. This $35 million project greatly enhances plant flexibility and allows for BOD ' compliance under the STIA NPDES permit. Services included plant and yard piping mechanical design, pump station design, sludge treatment design, pipeline design and negotiation, route alternative evaluation, civil ' site work design, and cost estimating. Expansion of Industrial Wastewater Lagoon #3, Seattle -Tacoma , International Airport, Seattle, Washington Project Engineer. This $19 million project increased the available storage ' capacity of the existing lagoon from 26 million to 72 million gallons. The project included a 40-ft high earthen embankment, an elaborate lagoon underdrain system, influent, effluent, and overflow structures rated at 300 ' cfs, two pump stations, and a 100-mil high density polyethylene (HDPE) liner. A temporary erosion and sedimentation control (TESC) system was required during construction to provide zero discharge of untreated stormwater to adjacent wetlands from the 20-acre site. ' Design and Construction of Concrete Utilidor (1,800 Linear Ft) for Industrial Wastewater Piping, Boeing Auburn Fabrication Facility, ' Auburn, Washington Project Engineer. The project included the design of two cast -in -place street crossings without loss of street service. Additional services included asphalt concrete paving, grading, and utility relocation plans. ' Upgrade of Seattle Interbay Yard Industrial Wastewater Treatment Plant (IWTP), Burlington Northern Santa Fe Railway, ' Seattle, Washington Project Engineer. The project provided an upgrade to oil/water separators, grit chambers, pump stations, treatment plant headworks, DAF treatment system, and sludge processing system. ' 2 Kednann_7odddol 121t2005 MANAGING SCIENTIST Experience Summary TIM M. KRAUSE Tim Krause has experience as an environmental planner, engineer, and attorney. Tim specializes in EISs under NEPA/SEPA and in air and noise studies. Recently at Brown and Caldwell, Mr. Krause has prepared the NEPA Environmental Assessment for the Nisqually Casino expansion and the EIS for updating the Pierce County critical -area regulations. Previously, he has directed complex EISs for the Muckleshoot Amphitheater, Mariners Ballpark, and Seahawks Stadium. In addition, Tim has completed over 75 air and noise studies for transportation and development projects in the Northwest. Because of his multidisciplinary background and extensive project experience with EISs, he offers comprehensive knowledge of NEPA/SEPA, impact assessment techniques, project management, strategies, and regulatory compliance. ' Seattle Plan SEPA Environmental Checklist, Seattle Assignment Wastewater Permitting Public Utilities, Seattle, Washington Education SEPA Checklist Manager. Prepared the SEPA Environmental Checklist ' J.D., Law, University of Washington, for the Seattle Public Utilities (SPU) Wastewater Systems Plan. This 1986 wastewater plan evaluated city-wide strategies and programs to reduce M.S., Environmental Systems sewer backups and overflows and to control combined sewer overflows ' Engineering, Clemson University, 1977 (CSOs). Managed the Environmental Checklist to comply with the B.S., Environmental Science, Rutgers nonproject or programmatic provisions of SEPA. The major University, 1976 environmental issues included water quality, aquatic habitat, use of public ' Experience beaches, human health, and public safety. 26years Red Wind Casino NEPA EA, Nisqually Indian Tribe, Yelm, ' Joined Firm Washington 2003 NEPA EA Coordinator. Prepared the Environmental Assessment for the Relevant Expertise expansion of the Red Wind Casino. Brown and Caldwell has completed the 26 years experience in environmental impact assessments EA within the Tribe's aggressive construction schedule. Key issues included Combined technical and legal traffic, land use and aesthetics, water supply, and wastewater disposal. background Completed numerous projects that Protecting and Restoring Habitat SEPA E1S, Department of ' complied withNEPA/SEPA Planning and Land Services (PALS), Pierce County, Washington SEPA EIS Coordinator. Evaluated impacts from regulatory changes to protect and restore habitat. This non -project EIS addressed potential ' updates to the Pierce County Code, and considered the Endangered Species Act listings, critical areas, Best Available Science Rule, natural hazard mitigation, and new stormwater requirements. Provided guidance on SEPA compliance, and was the primary author of the Fact Sheet, Summary, Introduction, and Alternatives sections of the EIS. ' CSO Reduction Plan Environmental Assessment, City of Port Angeles, Port Angeles, Washington NEPA/SEPA Coordinator. Mr. Krause managed the Environmental Assessment for the Combined Sewer Overflow (CSO) Reduction Plan ' Update. The CSO Plan and Environmental Assessment evaluated new pipelines and upgrades to the wastewater treatment plant, which would reduce CSO discharges and improve water quality. The Environmental Assessment complied with the requirements of NEPA, SEPA, and the State Environmental Review Process (SERP). BROR'ti �vn CALD'd ELL 1 SENIOR ENGINEER JULIE M. MATTESON, PE Experience Summary Julie Matteson has 11 years of experience as a project engineer in the study, design, and construction of municipal water and wastewater projects. Her experience includes civil site development and improvements, pipeline design construction services, hydrologic and hydraulic analysis, lift station design, design drawings and specifications, and pump and water supply and distribution piping system design for a variety of municipal and industrial facilities. Assignment Trenchless Education B.S.. Civil Engineering, State University at Buffalo, 1995 Registration Professional Civil Engineer, No. 40171, Washington, 2003 Professional Civil Engineer No. 35901, Arizona, 2001 Experience 11 years Joined Firm 2000 Fairwood Interceptor Project (Madsen Creek Pipeline Alternatives Project), King County, Washington Project Manager/Project Engineer. Provided management and engineering design services for a wastewater discharge alternatives study to replace a failing sewer main. Phase 1 of the chosen alternative required a design for an installation of 2,500 feet of a three -pipe gravity siphon using horizontal directional drilling (successfully completed November 2002) and jacking of a pipeline under a new roadway (successfully completed September 2001). Phase 2A required the design assistance of 3,600 LF of pipebursted sewer main (successfully completed November 2004). Phase 2B required the design of 2,600 LF of 42-inch microtunneled casing with a 24-inch shplined carrier pipeline and 2,100 LF of open cut pipeline. Estimated construction completion is scheduled for Fall 2006. Relevant Expertise Skyway Water and Sewer District - Basin 6 Sewer Rehabilitation Trenchless Project, Seattle, Washington Pipeline Design Project Engineer. Provided design review and as -needed engineering and Permitting construction services to Skyway Water and Sewer District for the replacement of the entire Basin 6 sewer system as part of the King County I/I Reduction Program. The sewer system was replaced by pipebursting. Juanita Bay Pump Station Replacement, King County, Washington Project Engineer. Provided pipeline, civil site, and storm system design services for new pump station to replace existing pump station. Pipeline design included 140 LF of 60-inch microtunneled influent sewer and rerouting of existing influent sewers and force mains. Provided SEPA, Permitting, and associated report preparation services and was primary consultant liaison with permitting agencies. Supervised work and served as primary contact for geotechnical and landscape architectural subconsultants. Completed design and construction services for demolition of existing facilities at proposed site of new pump station. Friday Harbor Sewer Replacement Project, Friday Harbor, Washington Project Manager. Provided management and coordination for the replacement design of a marine sanitary sewer pipeline. Project was the continuation a Department of Ecology agreed order. Replacement alignment consisted of approximately 1700 LF of submerged 8-inch HDPE gravity pipe with service connections, 2300 LF of overland 10-inch DIP BROWN AND C A L D R LLL Mail eson Julie.4002/17 rM 1 JULIE M. MATTESON I force main, and 2200 LF of 8- to 15-inch gravity pipe, which were of DIP ' or PVC construction. A new 800 gpm duplex pump station was also required as part of the replacement project. Project required community involvement and SEPA, permitting and SERP assistance. A facilities plan ' and design specifications and drawings were submitted to Department of Ecology. Everett Water Pollution Control Facility Maintenance Building, ' City of Everett Project Manager. Provided civil site design and construction services for 17,000 SF maintenance building installed at an existing facility. Due to soils susceptible to settling, a preload plan, which included minor site improvements and erosion and sediment control, was developed. Final construction documents included demolition, grading, pavement, drainage, , hardscape, utilities, and erosion control. Challenges included a restricted construction footprint and limited grade control, which required continuous coordination with the structural and electrical design. ' Roof Drain Disconnection Pilot Ill Project, City of Port Angeles, Washington Project Engineer. Provided performance specifications and data for ' disconnecting approximately 100 roof drains from the sanitary sewer collection system and connecting the drains to the municipal storm drainage system. Pilot Project will assist as part of the City's CSO control facilities t planning in an effort to determine the extent of I/I entering the sanitary system. The properties and corresponding drains scheduled for disconnection were based on smoke tests. ' Condition Assessment for Sewer Pipes Crossing Superstition Freeway, City of Mesa, Arizona Project Engineer. Reviewed 7300 LF of CCTV inspection data collected ' on 10-inch to 36-inch DIP and 12-inch PVC pipe located at freeway crossings. Assisted with performing condition assessment and providing rehabilitation or replacement recommendations and cost estimates. ' Condition assessment grading and recommendations were compiled for report generation. LOTT Hawks Prairie Satellite Reclamation Plant, Lacey, ' Washington Project Engineer. Prepared civil site construction documents for grading, pavement, drainage, site walls, yard piping, and erosion control for the , water reclamation plant with a 0.5 mgd capacity and a future expansion capacity of 5 mgd. An Erosion and Drainage Report and were generated which included the design of a bioretention pond and underground , perforated storage piping, construction sequencing, inspection sequencing, and a maintenance plan. 1 2 Matteson Juhe d- 12111/2006 _ 1 L� VICE PRESIDENT AND EXECUTIVE ENGINEER STEVE MERRILL, PHD, PE Experience Summary Dr. Steve Merrill has over 30 years of experience conducting hydraulic and hydrologic modeling and analyses and is widely considered to be one of the region's leading hydraulic engineers. He supports complex stormwater, wastewater, and risk assessment projects throughout the country. Locally, he is leading an ' evaluation of the City of Seattle's sewer system for Seattle Public Utilities, and led modeling efforts associated with King County's new Brightwater Wastewater Treatment Plant. Steve has modified and used EPA SXX,'MM Runoff and Extran Transport Models for a variety of clients, including King County WTD, the City of Everett, the City of Seattle, and the City of Portland (OR). Steve also has extensive experience with other HSPF and hydrologic software packages, including MOUSE and Infoworks. He is also the leader of the company's pump station transient analysis group. Assignment Analyzed Water Hammer and Hydraulic Sewage Conditions, Hydraulics/FlowModeling Numerous Municipal Sewage Collection and Water Distribution Education Networks Ph.D. Civil Engineering, University of Project Engineer. Major facilities analyzed include: Washington, 1974 M.S., Civil Engineering, University of Chester Creek pumping station, Anchorage, Alaska Idaho, 1967 S Sunset/Heath field and Carkeek pumping stations King County B.S., Civil Engineering, University of Idaho, Department of Metropolitan Services, Seattle, Washington 1965 a Outfall system, City of Santa Cruz, California Registration Registered Professional Engineer No. M Rai'" water delivery systems, California Water District, Santa Clara 15511, Washington, 1975 County ' Experience a Moffat Wastewater Treatment Plant, Denver, Colorado 34 years 0 Pump Station Nos. I and 2, San Diego, California Joined Firm ■ Four pumping stations, Vallejo Water District, California 1970 Relevant Expertise Hart St. and Sand Is. Pumping Stations, Honolulu, Hawaii Wastewater conveyance hydraulic NCatawba Pump Station, Charlotte, North Carolina modeling Pump station transient analyses Monitoring and Modeling Project, Tacoma, Washington Modeling Task Lead. Coordinated design with multiple parties to develop a hydrologic/ hydraulic model to perform a capacity assessment of the City of Tacoma's sewer system. Capacity enhancements necessary to convey the 20-yr storm have been developed. Infiltration/Inflow reduction pilot studies are being analyzed. Analysis will also provide level of flow that could be accepted by outside agencies for treatment in the Tacoma system. Dr. Merrill led the task to assist the City in selecting a hydraulic and hydrologic model software (Mouse provide by DHI was selected), the task to select flow monitors and monitor locations to support model development, and the task to develop hydrologic and hydraulic models for ' the entire City. This project is similar to the King County Kent/Auburn CSI project because of the use of Mouse software and the development of necessary capacity enhancements. BROWN eNDCALDWELC STEVE MERRILL, PHD, PE I Long Creek and McAlpine Creek Relief Sewer Design Confirmation, North Carolina Modeling Task Lead. Led effort to refine and re -size relief sewers for the Long Creek and McAlpine Creek interceptors pursuant to an EPA ' Administrative Order. The relief sewers had previously been designed using S%VMM and a 2-year SCS design storm, which was considered insufficient. Hydrologic models were calibrated to recent flow and rainfall data, and were used to project 10 and 20-year peak infiltration/inflows. The Mouse model was used to refine and re -size the existing interceptor designs to provide capacity for the 10-year event at build -out development. This project was similar to the King County Kent/Auburn CSI project because of the use of the Mouse software and the development of necessary capacity enhancements. ' 5-Year CSO Control Plan 1995 Update, King County Department of Metropolitan Services, Seattle, Washington Project Manager. Project involved complete re -analysis of previous CSO ' control planning as part of development of a regional comprehensive wastewater facilities plan. Analysis of CSO controls to a mandated requirement of one untreated overflow per year outfalls resulted in a shift ' of program emphasis from sewer separation to CSO storage and treatment. This project included a risk analysis to define the relative impact of CSOs on receiving waters. ' Year 2000 CSO Control Plan Update, King County Department of Natural Resources, Seattle, Washington Project Manger. Project codified the control options developed for the ' regional comprehensive wastewater facilities plan. The CSO Control Plan was integrated with the Endangered Species Act listing of Salmon, examined CSO treatment technologies, and developed a sediment ' management plan. Water Environment Research Foundation Project 99-WWF-8: Prediction of Peak UI Reduction After Sewer Rehabilitation ' Principal Investigator. Project reviewed I/1 reduction activities across the county to identify what approaches work, and to rank methods to predict the degree of 1/I removal to be achieved by those approaches. Guam Water Works Authority Water Resources Master Plan Modeling Lead. Led construction of water and waste water system models to identify capacity deficiencies in support of Master Plan development. ' Wastewater System Assessment, Eureka, California Modeling Lead. Leading construction of wastewater system hydraulic ' model to assess capacity deficiencies. Model will also be used to assess wastewater treatment capacity for future acceptance of flows from users outside the city. WWTP assessment includes consideration of storage to allow discharge only on out -going tides. System is being assessed based on , the peak 1/1 flow expected with a frequency of once in 20-years. 2 Merrill S1eve.0oc 12/11/2006 n LJ I BUSINESS CONSULTING PRACTICE LEAD JASON MUMM Experience Summary Jason Mumm is an experienced financial and management consultant. His practice has included development of financial, ratemaking, and policy solutions for clients ranging from large multi -faceted organizations, to small rural utilities throughout the United States. Working directly with city/district managers, finance directors, utility managers, and elected officials, Jason's practice focuses on describing the financial impacts of a utility's capital and operating plans, including the impact on ratepayers and other stakeholders. He leads the Business Consulting Practice for Brown and Caldwell's Denver office where he coordinates the practice's financial services, operations specialties, and information technology team to provide a host of solutions aimed at advancing public services with business results. ' Jason worked in water and wastewater consulting for ten years prior to joining Brown and Caldwell; his past experiences include work with water, wastewater, electric, and gas utilities. Jason was honorably discharged from the US Army in 1996 upon selection to the rank of Captain. He had served in the US and abroad ' between 1992 and 1996 including a significant assignment in Riyadh, Saudi Arabia. He is currently the chairman for the Joint Publications Committee of the Rocky Mountain Sections of the American Water Works Association and the Water Environment Association where his significant duties include publishing ' the association's bimonthly newsletter, Rumbles and its electronic counterpart E-Rumbles. Mr. Mumm is a frequent author in Rumbles where he writes on subjects related to the management of water and wastewater utilities. Jason was honored to receive the AWWA Management Division Best Paper award in 2004 for his article Adapting GASB 34. for Water Utidi , Ratemaking published in the Journal AW'VA in January 2004. Assignment Water Storage Reservior Economic Analysis, Parker Water & Financial Planning Sanitation District, Colorado Education Leading the economic analysis for the District's implementation of a major MBA. University of Colorado. 1997 raw water storage reservoir. Analyses will include pricing for potential ' B.S., Finance, Colorado State University, wholesale access to the reservoir for storage and delivery of raw and/or 1992 treated water to various points of delivery. Experience ' 14years Water and Wastewater Uility Financial Plans, City of Santa Fe, Joined Firm New Mexico 2006 Led efforts that averted a bondholder class-action lawsuit and has gone on Relevant Expertise to assist this community in establishing its water and wastewater utilities' ' Financial planning. financial plans, rates, and tap fees (utility expansion charges). In addition, Impact fees. Mr. Mumm assisted the City in a number of additional projects related to Cost -of -service studies. expansion of water supplies, negotiations with wholesale customers, and Rate design. revision of various policies and guidelines. For the City's rate restructuring Valuation. efforts, Mr. Mumm developed the stochastic modeling approach, ftirthering Management consulting. the analytical framework for water utility ratemaking n/ot only for the City, but elsewhere. 20-Year Financial Plan, City of Omaha, Nebraska Project Manager and lead financial consultant in assisting the City with developing a 20-year financial plan to accommodate the expected costs of the City's combined sewer separation program. The financial planning efforts culminated in a cost -of -service rate analysis with recommendations BROWN ANDCALDwELL JASON MUMM 11 for increased rates for the City's residential, commercial, and industrial , customers. Finanical Assistance, Colorado Rural Water Association, , Colorado Worked with the CR%VA on a pro-bono basis, providing the association and its members with computer models, presentations, and articles aimed at assisting members with relevant financial issues. Mr. Mumm has published articles in the CRWA newsletter related to tap fees and other topics, and has provided the membership with a financial planning model that he developed specifically for use by the membership. ' Revenue Bond Assistance, Bexar Metropolitan Water District, Texas ' Served as the lead analyst in assisting the District with the placement of over $60 million in revenue bonds to construct the first surface water treatment plant ever placed into service in the San Antonio metropolitan , area. In addition, Mr. Mumm provided additional financial planning support and subsequently assisted the District in obtaining a $25 million extension to its existing commercial paper line for the financing of needed capital , improvements. I I 1 1 "BROWNALDWELL SUPERVISING CHEMICAL ENGINEER STEFFRAN NEFF Experience Summary Steffran Neff is a chemical engineer with experience in the environmental engineering field. Her background includes project management, operations and maintenance and management systems development. Steffran has extensive experience with public clients in designing and implementing asset management systems. She has conducted asset management program evaluations, developed strategic asset management plans, provided asset management training, and facilitated business case evaluations (SCEs). A BCE is a life cycle benefit/cost analysis methodology based on asset management principles that can be used for capital, operations and maintenance, rehabilitation and refurbishment, and polity decisions. Steffran has facilitated multiple BCEs for clients such as King County Wastewater Treatment Division, the City of Olympia Water Division, the LOTT Alliance, and Pierce County. Examples include the replacement of return activated sludge pumps, the bridge replacement, and determining whether septic tank effluent pumps should be permitted in new development. Asset Management Program Development, Pierce County, Assignment Washington Asset Management Project Engineer. Brown and Caldwell is assisting Pierce County in Education developing an asset management program with a main objective of ' B.S.. Civil and Environmental incorporating best management practices in the form of asset management Engineering, University of Central Florida. 1994 business principles. Ms. Neff developed an AMPE and action plan for asset P P P P ` Registration management implementation. Brown and Caldwell is currently developing Professional Engineer No. 42592, criticality models and documenting asset detail business processes for the Washington, 2006 organization. Professional Engineer No.58000, Asset Management Program Development, LOTT Alliance, ' Florida, 2001 Olympia, Washington Certified Construction Documents .,Issistant Project Manager for the development of an Asset Management Technologist Program at LOTT Alliance. Brown and Caldwell assessed LOTT's current ' Experience business practices with regards to asset management and provide 12 years recommendations for implementing both management and information .joined Firm technology solutions to increase level of service while minimizing the life- 2006 cycle costs of asset ownership. Specific responsibilities include workshop , facilitation, and asset management program evaluation (AMPE) development and the development of a strategic asset management plan (SAMP). The second phase of work includes a CMMS evaluation to determine if the current maintenance management system meets the needs of the LOTT organization. Asset Management Program Development, King County, Seattle, Washington Assistant Project Manager for the development of an Asset Management Program at King County's Wastewater Treatment Division. Ms. Neff is responsible for coordinating a multi -disciplinary team of Asset Management Practitioners who are located throughout the U.S. and Australia in the development of the Asset Management Program at King County. The project assessed King County's current business practices with regards to asset management and is in the process of providing recommendations for ' implementing both management and information technology solutions to increase level of service while minimizing the life -cycle costs of asset BROWN . v n C A L D W E L L STEFFRAN NEFF I ownership. A key recommendation was focused on the features and the fit of the County's CIAMS, specifically Mainsaver. The recommendation is to maintain Mainsaver while the County focuses on optimization of its work processes. The issue of Mainsaver will be revisited after implementation of , the new processes. Business Case Evaluations, City of Olympia Public Works, Olympia, Washington Project Engineer for the Facilitation of two BCEs at the City of Olympia. Ms. Neff facilitated and developed BCE reports for determining whether septic tank effluent pumps should be permitted in new development as well as ' determinine the best long-term alternative for meeting water supply needs for the City. The BCEs included full life -cycle costs as well as social, environmental and risk considerations. ' Work Order Mechanical and Electrical Design Services, King County, Seattle, Washington Project Mana er for the Mechanical and Electrical Work Order contract for King County. Ms. Neff is responsible for reviewing work assignments; assigning project staff; and developing scopes, schedules, and budgets for the contract. The project has had three work orders to date. This included , developing a business case around the upgrade of aeration mixers at West Point Treatment Plant. Groundwater Treatment Plant Operations and Maintenance , (O&M), U.S. Army Corps of Engineers, Fort Lewis, Washington ProjectManager for the O&M of the two groundwater remediation systems at Fort Lewis, Washington. The two air stripping systems treat groundwater ' contaminated with volatile organic compounds. The systems consisted of 21 vertical turbine pumps, associated piping, two blowers, two stripping towers, discharge pumps, actuators, influent trenches, and associated logic ' control systems. Responsibilities include: developing budgets and scope, coordinating subcontractor support, conducting periodic inspections and maintenance, collecting and analyzing treatment data, troubleshooting ' system mechanical and electrical problems, and preparing quarterly reports. Organizational and Work Practice Reengineering Program for the Alaska Anchorage Water and Wastewater Utility (AWWU), ' Project Engineer. Brown and Caldwell performed a Business Consulting assignment to evaluate the joint water and wastewater Utility operations, practices, communications, information technology systems (AWWU's , CMMS system is Maximo) and competitiveness initiatives, to identify what's working, areas for improvement and development of a program to implement recommended improvements. Ms. Neff was involved in compiling the Asset Management Program Evaluation which was performed to setthe priorities for the next steps in the implementation of Best Utility Practice at AWWU. I 2 nun .SI0W8n QW 121I MN I MANAGING ENGINEER Experience Summary MICHAEL V. O'NEAL, P.E. Mike O'Neal has over 30 years of diverse civil engineering and project management experience in public works, regulatory agencies, and consulting. He has managed a variety of water/wastewater treatment and conveyance, stormwater, and solid waste projects from planning through construction phases. He has a track record of completing projects in budget/on time and has successfully applied this experience to "problem" or difficult projects. He has also advised clients on issues of project funding, regulatory compliance, technical choices, and public policy impacts Sweyolocken Pump Station Upgrade, King County Wastewater Assignment Treatment Division, Washington Project Delivery Officer. QA/QC Project Manager. This 21 mgd pump station was among the first Education wastewater pumping stations constructed by Seattle Metro in the mid-1960s M.S. in Sanitary Engineering, University of Nebraska, 1973 and the first major, complete renovation of one of these aging facilities. B.S. in Civil Engineering, University of Mr. O'Neal led a team of engineers, planners and biologists to develop an Nebraska, 1971 upgrading plan that included increased pumping capacity, standby power Registration generation, odor control and replacement of other mechanical systems Professional Engineer, No. 22006, within the constraints of the existing structure and limited site. Working Washington, 1984 closely with County operations and management staff, a project was Professional Engineer, No. 8505, developed to maximize capacity and reliability on the existing site, eliminate Oregon, 1975 existing conveyance problems and avoid environmental impacts. Experience Ex 31 ears Lakeland Hills Pump Station Upgrade Project, Auburn, Joined Firm Washington Hydraulic Analysis/Design. Mr. O'Neal led the effort to evaluate 987 -1998 Rejoined 2002 capacity requirements and an existing 12-mgd pumping system. New equipment was selected to upgrade the station to variable speed pumping. Operational changes were recommended to improve pump performance in terms of reduced cavitation and air -binding problems. Final design included specification of the new equipment and development of installation requirements. Piping changes were made to accommodate installation of a flow meter within the station as well as a number of additions of various features to improve station operation and maintenance. BROWN AND CALDWELL North Creek Diversion Project, King County Wastewater Treatment Division, Washington Design Manager. Mr. O'Neal managed process, mechanical, and civil design and preparation of contract documents for this award winning 36- mgd raw sewage pumping station located in a highly visible urban area. Variable speed pumping installation included onsite power generation, odor control, and chemical feed systems, and various maintenance equipment systems. The project required coordination and leadership of eight consultant design team members. Secondary Effluent Reuse Conveyance Facilities, Boeing/Seattle Metro, Washington Project Manager. Mr. O'Neal evaluated alternative equipment, materials, and alignments and directed preparation of contract documents for 16-mgd D N-1 M�Kr 10,' 12 11 2006 MICHAEL V. O'NEAL, P.E. I pumping station and 30-inch diameter pipeline loop to supply chlorinated ' secondary effluent for heat extraction/cooling of Boeing's Longacres development. Wastewater Transfer Conveyance System, City of Black , Diamond, Washington Project Manager. Conveyance system carried wastewater from the city's failed innovative and alternative (I & A) treatment system to the Seattle ' Metro system. This federally funded project included a 1.5-mgd pumping station with caustic soda feeding system, 4,000 feet of 10-inch force main, and 37,000 feet of gravity sewers including several major inverted siphons. ' Secondary Treatment Improvements, City of Sequim, Washington Project Manager. Mr. O'Neal managed design development and construction phase activities for secondary process expansion including , increased aeration, new secondary clarifier and return sludge pumping, chlorination/dechlorination systems, and sludge treatment and disposal. He assisted the City with rate analysis and funding strategies, and various ' issues related to compliance with a federal court order and environmental group oversight. Wastewater Transfer Conveyance System, Town of Steilacoom, ' Washington Project Manager. Mr. O'Neal managed the development of this project, included demolition of an existing waterfront treatment plant and ' which design of a system to transfer flows to a County -owned treatment plant. The project included design of 2,500 feet of 24-inch influent gravity sewer, a 7.5-mgd pumping station, and 9,000 feet of 18-inch force main. The ' pumping station included odor control and intensive exterior design to "fit" the station into a highly visible, space limited site adjacent to residential The state -funded project was structured to produce ' waterfront properties. a variety of Town benefits Including expanded beachfront park, improved roadway design, drainage and lighting, and collection system evaluation/improvements. ' Wastewater Transfer Conveyance System, City of Tacoma, Washington Project Manager. Mr. O'Neal completed design of two high -head (260 ' feet), 3.5- and 6.5-mgd pumping stations, 7,000 feet of 12-inch and 20-inch force mains, interceptor sewers, and 10,000 feet of 12- to 27-inch gravity sewers on alignments through city and state rights -of -way and private ' property in a suburban environment. The stations were designed to fit into residential neighborhoods and included ventilation odor control and feed systems. ' chemical C BROWN AND CALDWELL 2 O'Neal Mikedo 12111/2006 _ 1 LI, PROCESS CONTROLS SUPERVISING ENGINEER KEVIN H. STIVELY, P.E. 1 Experience Summary IKevin Stively is Brown and Caldwell's Seattle office Instrumentation and Controls department discipline lead. His experience includes working with municipalities and private sector clients such as wastewater treatment agencies, pulp and paper mills, chemical and metal processes, and food processing plants. Responsibilities ranged from mill -wide energy audits, wastewater treatment, Kraft and sulfite brownstock and bleach plant fiberline modernizations, M&D digester controls, paper machine screening, recovery boiler BLRBAC compliance upgrades, power boiler upgrades, formaldehyde processing, liquid C12 unloading, aluminum rod mill, Y2K audit team for pulping and paper making processes, roll line automation and operator training. Many of these projects were control upgrades, while others were full spectrum engineering with full field commissioning and start-up responsibility. r Wastewater Treatment Plant and Conveyance Control System ' Assignment Standards Development and East Section Control System Instrumentation & Controls Replacement, King County Department of Natural Resources, Education Washington ' B. S.. Pulp and Paper Science and Project Manager. Brown and Caldwell was selected b Kin Countyto Engineering. University of 1 g y g Washington. 1988 develop new control systems standards for all of King County's Wastewater Registration Treatment Division and to apply these new standards to the design of a Professional Chemical Engineer, replacement control system for the East Section wastewater facilities. We 38416, Washington, 2002 will provide services in four phases including- 1) review existing treatment Experience facility control systems and current and upcoming technologies for 17 years application of new standards; 2) establish the optimum level of hardware .joined Firm and software and commonality required for data to be efficiently and 2004 reliably transferred between control and computer systems throughout Relevant Expertise W`fD's wastewater facilities; 3) develop design specifications to upgrade or Designed, programmed many PLC replace the existing process control system hardware and software used to based control systems Developed distributed PLC controls for monitor and control East Section treatment plant and conveyance facilities; complete wastewater treatment plant and 4) provide system installation oversight services during installation of for Western Pulp in Port Alice. BC the specified control system. Contract value ranges from $1.33M - $1.79M. Canada Hands-on field start-up, training and Brightwater Wastewater Treatment Plant Design, King County ' troubleshooting for DCS and PLC Department of Natural Resources, Washington based control systems I&C Discipline Lead. Brown and Caldwell teamed with CH2M Hill, Mithum and others were chosen to predesign and design the new $400 ' million Brightwater Treatment Plant to be located in Woodinville, WA. Kevin's role on the project is to provide I&C discipline design leadership and coordination between all design firms for the overall control system ' which includes the main plant, influent pumping station and conveyance systems. The project includes development of one of the nation's largest greenfield wastewater treatment plants, designed for an ultimate average wet weather flow of 54 mgd and peak flow of 170 mgd. Key technical challenges include incorporating emerging and proven technologies to effectively use ' the constrained site; one of the highest levels of odor treatment in the nation; incorporating stringent sustainability criteria including on -site BROWN AND CALDWELL KEVIN H. STIVELY, P.E. I cogeneration using digester gas; and integration of innovative landscape and , architectural designs. The project will include anaerobic digestion with provisions for future conversion to the advanced temperature phased anaerobic digestion process with Class A batch tanks, co -thickening with ' gravity belt thickeners, dewatering with high solids centrifuges, and dewatered cake storage and load out. Well Water Systems Control Upgrade, Tulalip Utility Authority, ' Washington Project Manager. Leading an existing well water controls system upgrade. Project will progress in three phases: (1) develop a detailed scope and , budgetary construction estimate for the upgrade of the existing well water control system which encompasses the Mission Hill storage tanks, fire station well site, water works storage tanks, and four wells, (2) implement ' the detail design, prepare bid documents for construction services, and prepare bid review for Tulalip Utility to make a construction award, and (3) provide contractor construction oversight, provide configuration services ' for control and communications equipment and start-up services. We were recently given notice to proceed with the second phase. Wastewater System Improvements, McCain Foods USA, Burley, ' Idaho Project Manager/Controls Engineer. Provided engineering and PLC/HMI configuration services for this wastewater improvement project. , This project was required per environmental mandate and included the installation of a new covered anaerobic lagoon, new screened effluent pumps, activated sludge pumping, biogas collection and flare to the existing ' primary treatment facility on plant. Responsible for in and controls design prior to leaving prior employer. Client requested that I continue working on the project which including PLC programming, ' commissioning and start-up of the new system. Water Supply System Upgrade, McCain Foods USA, Othello, Washington ' Project Manager/Controls Engineer. Provided complete engineering for a new 2000 gpm fresh water well, 160,000 gallon storage tank and booster pump system. The new well, tank and pumps augmented an existing water well, which was reconditioned as part of the project. The new water supply system provided 100% of the process water and allowed the plant to stop purchasing city water. Responsible for overall project ' engineering management, instrumentation and controls design including PLC programming, commissioning and start-up of the new system. At the client's request, equipment procurement and expediting services were ' provided. I 2 SWely_K—n.Aoc 12/11/2006 1 MECHANICAL ENGINEER III BO VESTERGAARD-HANSEN, P.E. Experience Summary 1 Bo Vestergaard-Hansen is a mechanical engineer with Brown and Caldwell who has 5 years of experience with pump station design, energy and heat recovery systems, and biosolids. Specifically, his experience includes hydraulic analysis and all aspects of pump station design, cogeneration and alternative energy, and biosolids dewatering and drying. Bo is currently leading the process mechanical design of the Solids Handling Building for the Picnic Point WWTF. Port Angeles EUGA Pump Stations 12 and 13, Port Angeles, Assignment Washington Mechanical Project Engineer. As part of the eastern urban growth area plans, the City ' Education of Port Angeles requires two new pump stations to meet the increased flow M.S., Mechanical Engineering, University of Washington, 2001 from the surrounding areas. Both pump stations will be standard ' B.S., Mechanical Engineering, manholes, customized for submersible pump installation, including trench Responsibilities include University of Florida, 1999 design to facilitate removal of settled solids. Graduate Certificate in Environmental hydraulic calculations; pump design and selection; pumping station, influent Management, University of pipe, and force main design; and coordination of all disciplines. ' Washington, 2001 Tacoma Pumping Stations 4102 and 4103, Tacoma, Washington Registration Project Engineer. Tacoma Pumping Stations 4102 and 4103 are series Professional Engineer, Lic. No. 41941, Washington, 2005 stations located in the Tacoma tide flats. Both current submersible Experience pumping stations are below their required capacities and required 5 years immediate replacement. Upgrade includes replacement of both existing ' Joined Firm buried -stations with above -grade, vertical turbine solids handling pumping include 2001 stations installed in a self-cleaning wet well. Responsibilities Relevant Expertise hydraulic calculations; pump design and selection; and pump station, Complete pump station design influent pipe, and force main design. Alternative energy and sustainability Brightwater Influent Pump Station, King County, Bothell, Extensive technical knowledge and Washington research in fluid mechanics and energy Engineer. The influent pump station will be a 170 mgd station with two - stage centrifugal pumps and a self-cleaning wet well. Project responsibilities included development of control strategies for the six raw sewage pumps ' and dual force main operation, development of pre -qualifications documents for the pumps and variable frequency drives, evaluation the pump station for compliance with the Washington State Energy Code, and ' design of utility water and air systems. . Juanita Bay Pump Station, King County, Washington Engineer. Brown and Caldwell designed this 36 mgd, high -head, two - stage pump station with self-cleaning wet well and dual force main. As part of the project, King County required verification of Brown and Caldwell's hydraulic modeling program. Project responsibilities included development of the alternate hydraulic calculations for the pump station and parallel force mains for validation of the hydraulic model. Additional responsibilities included the design of the diesel standby generators and a ' 20-year operational cost model for the pump station. King County anticipates using the model to assess existing and planned pump stations. Veslergaar0-Hanxn BO Ao 12111/2005 1 BO VESTERGAARD-HANSEN. P.E. I Cogen Technology Evaluation, Columbia Blvd WWTP, ' Portland,Oregon Engineer. Completed a survey and inventory of microturbines and internal combustion engines for combined heat and power generation using biogas. ' The project evaluated and recommended cogeneration technology options and manufacturers, completed life -cycle cost analyses, and determined plant operational impacts of the biogas utilization. Developed life -cycle cost , models for biosolids drying and evaluated against cogeneration technologies Cogeneration Engines, West Point Treatment Plant, Seattle, Washington ' Engineer. Designed a compressed natural gas system for the cogen engine black start and conducted a Best Available Control Technology (BACT) assessment. The assessment included pre- and post -combustion gas clean- ' up technologies for lean -burn engines to reduce emissions of oxides of nitrogen and sulfur, carbon monoxide, particulate matter, and VOCs. Brightwater WWTP, King County, Washington ' Assistant Engineer. Design of the heat recovery system to remove the heat from the cogen engines and use it in plant process and space heating. Designed diesel standby generators. , Picnic Point Wastewater Treatment Plant, Alderwood, Washington Engineer. Currently leading the design of the Solids Handling Building and ' integration of the biosolids management system with the selected membrane bioreactors. The design of the solids handling facility includes WAS storage, sludge and cake pumping, polymer system, centrifuge , dewatering, biosolids drying system, and dried product handling system. Biosolids Drying, Lakehaven Utility District, Federal Way, Washington ' Project Engineer. Completed a comprehensive feasibility study of various dryers for the Lakehaven biosolids drying project. Developed pre -purchase documents for Lakehaven and assisted the District selecting and purchasing ' a dryer that met the qualifications and specifications. Completed the design of the biosolids drying system around the selected manufacturer, including integrating the drying system with plant biosolids and digester gas systems, , re -designing digester gas management system, and permitting issues. The design included a biosolids receiving station and progressing cavity pump. South Treatment Plant (various projects), Renton, Washington ' Engineer. Delvatering. Designed polymer and sludge pumps for new centrifuges and upgrade of the existing dry polymer system. ClaffA Stud}: Completed life -cycle cost analyses for producing a Class A biosolids ' product using heat drying. Fuel Cell. Assisted in the design of the heat recovery system from the fuel cell exhaust gases. 2 VeMergaara-Hansen eo doc 1L11/2006 LEAD ARCHITECT AND PROJECT MANAGER Experience Summary ROBERT WAGNER Bob Wagner has 36 years of experience in planning and architectural design and serves as lead architect for Wagner Architects. Much of Wagner Architect's work is semi -industrial, designing structures for public works facilities. The firm has been working with Brown and Caldwell over the last three years to provide architectural advice on pump stations and other utilitarian structures. Recent City of Renton Experience: Assignment Wagner is currently working for the City of Renton on the design Architect of a new maintenance base for the City's Parks and Facilities ' Education University of Washington Departments. Over the last 6 months Wagner has been working with Boeing on the relocation of access drives and guard stations Bachelor of Environmental Design made necessary by the construction of the Landing. Near the Registration Registered Architect. Washington proposed project, Wagner is currently planning the development of a 7 acre site at Sunset and Union, and designing a 4 story office State. Hawaii. NCARB building at that location. LEED Accredited Public Works Facility, City of Wenatchee, Washington Experience Construction is underway of the site work for this facility in downtown 36 years Wenatchee. It includes 5 buildings on a 5 acre site, including a mini -city hall accommodating the City's Public Works, Planning, Building, Parks and Recreation departments, a large vehicle maintenance garage, shops, warehouse, and parking buildings. A sixth building is to be constructed at the City's waste water facility to accommodate vactors and other equipment ' and provide a shop for the ww crews. Reference: Don McGahuey, Public Works Director, 509-664-3368 WAGNER ARCHITECTS ••PLANNERS 1916 PIKE PLACE SEATTLE WA 98101 2 0 6 4 4 8 2 5 2 8 F A X 4 4 1 6 1 8 4 w a g n e r a (c h i i e c t s c o m Maintenance Facilities, City of Issaquah, Washington Prepared program, master plans, and contract documents for new City Maintenance facilities. The long range plan includes 17 acres and multiple buildings. The first phase of development includes 5 new buildings on an 7 acre site. Reference: Bret Heath, Public Works Superintendent, 425-837-3470. Maintenance and Operations Center, City of Redmond, Washington Prepared program, master plan, and designed an expansion doubling the size of the City's Public Works and Parks maintenance facilities. Provided construction administration, allowing existing operations to be maintained throughout expansion and remodeling. Reference: Lisa Singer, Project Manager, 425-556-2726. Municipal Service Center, City of Kirkland, Washington Prepared program, master plan, and final architectural plans and specifications for the City's shop facilities. Supervised construction. These included offices, crew facilities, shops, garages, warehouses, and operational yards for the City's Parks, Public Works, and Equipment Rental Departments. Kirkland awarded this project, "Best Industrial Design in the City. Wagner_Roben Wagner Ardolecls_sub Goc 12/112006 LEAD ACOUSTICIAN Experience Summary JULIE WIEBUSCH Julie Wiebusch is founding principal and Director of Acoustical Department of The Greenbusch Group, Inc. She is a respected leader in the field of acoustics in the Pacific Northwest. Her career has encompassed a wide variety of projects during the past 32 years, including projects for more than 20 separate pump stations and wastewater facilities and several On -Call contracts. Julie's extensive experience in design, as well as her ease with translating complex ideas into tangible designs, has been instrumental in the successful completion of numerous projects. Work Order -Based Mechanical, Electrical & Process Engineering ' Assignment Services for Minor Asset Management Program, King County, Acoustics Washington Education Acoustician. Greenbusch analyzed community noise exposure and Post -Baccalaureate Certificate, Noise developed mitigation for compliance with applicable Noise Codes. Control Engineering, Pennsylvania Greenbusch also evaluated noise levels from equipment and developed State University, 2001 mitigation to ensure compliance with WISHA noise exposure levels. B.A., Interior Design, Washington State Included are Matthews Park and Kirkland Pump Stations. ' University, 1973 Experience 32years Juanita Bay Pump Station and Force Mains Upgrade; Kirkland, 1 Joined Firm Washington 1989-Established firm Acoustician. Greenbusch provided the acoustical design for the relocation of the Juanita Bay Pump Station in Kirkland, Washington. A noise study ' was conducted at the proposed site of the Juanita Bay Pumping Station Project to establish a pre -construction background noise level for the community surrounding the site. Areas of concern, acoustically, for this ' project were the environmental noise levels produced by the operation of the new generator. Noise levels within the Pump Station were also be evaluated and mitigation measures proposed to reduce staff exposure levels ' and improve communications. Acoustic Upgrades of King County Wastewater Facilities, King ' County, Washington Acoustician. Greenbusch evaluated noise levels within 7 existing King County Pump Stations and developed mitigation treatments to reduce noise ' levels within each facility to within WISHA 8-hour exposure standards of 85 dBA, where possible. Primary sources of noise were identified in each facility and noise levels were evaluated against N VISHA exposure standards. ' South Treatment Plant Power Co -Generation Facility, King County Wastewater Treatment Division, Renton, Washington ' Acoustician. Greenbusch conducted a survey of the pre -construction ambient noise conditions, evaluated noise levels from equipment, and developed mitigation to ensure compliance with WISHA noise exposure ' levels. Community noise exposure was also analyzed and mitigation developed for compliance with the City of Renton Noise Codes. Ms. Wiebusch authored the noise section for the SEPA checklist. Wiebusch—Greenbusch—sub dOc12/1112006 JULIE WEIBUSCH I South Treatment Plant De -watering, King County Wastewater , Treatment Division, Renton, Washington ,4wustidan. Renovation of and addition to an existing facility. Greenbusch , provided an evaluation of noise levels associated with new centrifuge equipment. Noise levels from loading operations in truck bays were also evaluated. Mitigation was designed, as necessary, to ensure compliance with ' local noise codes. West Point Treatment Plant Power Co -Generation, King County Wastewater Treatment Division, Seattle, Washington ' Acoustician. Renovation of existing MUF building to house new co- generation equipment. Greenbusch evaluated noise levels associated with , the operation of the equipment and developed recommendations for mitigation of building components and equipment to ensure noise compliance in the adjacent park. ' Sweyolocken Pump Station, King County Wastewater Treatment Division, Bellevue, Washington Acoustician. This project was a renovation to the existing pump station , located in Bellevue, Washington. Requirements for increased flow at this station resulted in the addition of a large generator as well as new pumps and motors. Greenbusch completed a study to document existing neighborhood ambient conditions. Mitigation was then designed to insure community noise levels were not increased due to the renovation project. levels Recommendations were also provided to mitigate interior noise and , reduce staff noise exposure levels where possible. Kent Pullen Regional Communications & Emergency Coordination ' Center, King County Renton, Washington Acoustician. Greenbusch provided the Acoustical, HVAC, Plumbing, and Piping designs for this 35,000 sq. ft. 911 center. Greenbusch provided noise , control of mechanical systems and sound isolation throughout the building. External noise from the mechanical units, which are in close proximity to the building, was of special concern. L117ED"' Certified ' Renton Sewage Treatment Plant, Phase III Expansion, King County METRO, Renton, Washington , Greenbusch was involved in the design of a $150 million expansion to an existing sewage treatment plant. Greenbusch identified and measured existing environmental sound levels at sensitive receivers around the site. ' Greenbusch was also responsible for modeling, calculating, and projecting off -site acoustical impacts of No Action and plant alternatives. Construction noises associated with each alternative were also analyzed. Greenbusch wrote the acoustical section of the Environmental Analysis , Report. 2 V&buscb_Gmnbusc1—sub.d0t 12/11/2006 PRINCIPAL HYDROGECLOGIST Experience Summary LARRY M. WEST, LHG Larry West has 34 years of experience in ground water management, development, control and protection. He has designed and installed a number of construction dewatering systems ranging from simple pipeline and basement installations to multi -system extraction/recharge systems for major dam and treatment plant construction. He routinely provides consultation on geotechnical investigations including excavation below the water table. Larry's dewatering consulting includes: evaluations, specification tailoring, system design, operational monitoring and expert testimony. He teaches classes in construction dewatering and routinely gives presentations on various aspects of construction dewatering including: dewatering technology, system design, and project management considerations. ' Brightwater Construction Dewatering Monitoring, King County Assignment Wastewater Division/Hoffman Construction; Woodinville, Geotechnical Education Washington Developed specifications for multiple dewatering systems to complete site MBA, Seattle City University, 1981 preparation and excavation for major structures of new reclaimed BS, Geology, California State University, 1972 wastewater treatment plant, including deep pumped wells, 300 foot long, ' Registration 300 GPM vacuum wellpoint systems, 1,700 foot and 400 foot long Registered Geologist, OR,1977 eductor/ejector wells and 600 foot long dewatering trenches. Provided License #188 oversight for site preparation system installation and operation. 1 Certified Engineering Geologist, OR, 1977 License #E188 Bravern Construction Dewatering Monitoring System Design, Licensed Geologist, Engineering Schnitzer Development/Malcolm Drilling Company, Inc.; Bellevue, Geologist, Hydrogeologist, WA License #1257 Washington Experience Designed 35 deep well construction dewatering system and vacuum well 34 years point system to stabilize soil nail walls and maintain dry excavation over 40 feet deep for a half -block 30 story multi -use high-rise. Also provided ' oversight for system installation and operation. ' Pacific Pump Station 3rd Party Dewatering Support, MWH Global/King County Wastewater Division; Pacific, Washington Evaluated King County's Engineer's geotechnical investigations and assisted in developing construction dewatering specifications for the ' County's new Pacific Pump Station. Logged 100-foot deep test wells and determined that the formations below the pump station were of sufficient strength to overcome artesian pressures. North Creek Sewer Replacement Dewatering Evaluations, HDR/Alderwood Water & Sewer District; Snohomish County, Washington ' Conducted analyses for alternative alignments for 3.5 miles of sewer in Bothell, Washington. Analyses included determining most appropriate ' approach for construction dewatering, evaluation of dewatering discharge disposal options and cost estimates. Final design studies include installation of deep confined aquifer observation wells, pumping tests, calculation of dewatering flows and preparation of dewatering specifications for bidding. I k14KLEINFELDER West Kiemlelder sub.Ooc12111: 2006 7 LARRY M_WEST, LHG Renton Lakeshore Landing Utilities Dewatering; City of Renton, Washington Evaluated dewatering options for buried utilities in streets for more than 10,000 feet of trench and provided dewatering consultation during construction. City of Longview Emergency Sewer Dewatering, Holt Drilling; Longview, Washington Design and system installation oversight for a 10 well, 1,500 GPM dewatering system to allow repair for a ruptured sewer. The design, well construction and drawdown was achieved in less than 3 weeks allowing the contractor to effect repairs in a shored excavation in record time. Mountain Star Sewer Dewatering Evaluation, Malcolm Drilling/Wilder Construction; Cle Elum, Washington Designed and oversaw detailed subsurface investigation along 7,000 foot sewer alignment supporting a 4,000+ acre development by Mountain Star. Based on the investigation determined likely construction dewatering flows for trench excavation and appropriate wellpoint spacings. Kenmore Pump Station, King County Wastewater Treatment Division; Kenmore, Washington Installed monitoring wells to measure ground water fluctuation in support of design for a new generator building and chemical injection tank. Lakeland Hills Pump Station, King County Wastewater Treatment Division; Auburn, Washington Evaluated ground water conditions and designed dewater system for proposed pump station improvements. Lift Station #3 Sewer Dewatering, Northeast Sammamish Sewer & Water District; Redmond, Washington Managed and conducted hydrogeologic evaluations for design and construction of a dewatering system to depressurize an artesian aquifer along the 600 foot alignment for the connection sewer between the old and new lift stations. Project included construction of 10 dewatering wells, pumping tests and computer modeling to ensure contractor had sufficient capacity to control artesian pressures during excavation and sewer installation. Renton Treatment Plant Phase II Expansion, METRO; Renton, WA Aquifer testing, well construction, dewatering system design and recharge system design for major expansion of treatment plant. System included over 60 wells and dewatering lasted a year and a half. K L E I N F E L D E R 1 1 1 1 1 1 1 1 1 1 1 1 West_Klelnlelder_sub doe 12/1112006 SENIOR ASSOCIATE ROBERT WHEELER, P.E. Experience Summary Robert (Bob) Wheeler has more than 31 years of experience in project management, facilitation and public outreach. He is particularly skilled at facilitating the resolution of difficult public policy issues among diverse groups. His engineering background enables him to communicate complex concepts in clear and meaningful terms to policy makers and the public and to design and facilitate the work of multi -party groups to resolve a wide range of natural resource and public policy issues. In 2005, Bob facilitated three stakeholder workshops for King County's Soos Creek Pump Station D and Pipeline project that provided valuable local knowledge to the facility siting process. Bob also facilitated the King County Regional Infiltration/Inflow Control Program. This challenging project involved collaboration with 34 local agencies and municipalities, including the City of Renton, that provide water and/or sewer ' services within their jurisdictions and discharge to the County's facilities. Bob managed the policy components of the project; designed and facilitated the overall process as well as regional workshops involving local agencies; and managed the development of key documents leading to the Plan that the County ' Executive is to present to the King County Council for approval. Soos Creek Pump Station D and Pipeline, King County, Covington, ' Assignment Washington Community Relations As part of the overall public involvement program for siting a new pump Education station and pipeline in a rapidly growing area of south King County near 1 M.S., Civil Engineering, University of New the Kent -Covington border, Bob helped plan and facilitated three Hampshire B.S., Civil Engineering, University of New workshops with local jurisdictions to get input on the siting and design of Hampshire the facilities. ' Registration Infiltration and Inflow (1i1) Control Project involving King County Professional Engineer. Washington (#27260), Idaho (#3783), and 34 Local Agencies, King County, Seattle, Washington Colorado (#19435) During winter storm events, infiltration and inflow into King County's ' Experience wastewater collection system can threaten to overwhelm treatment facilities. 31 years In a collaborative effort to assess how much I/I enters the system and how Joined Firm effective various strategies could be in reducing this unwanted inflow, King ' 2000 County initiated a five-year collaborative planning process involving the 34 Relevant Expertise Local Agencies and Municipalities, including the City of Renton, that send Public Outreach effluent to King County for treatment. Bob's responsibilities were to Project Management design and facilitate a process that was truly collaborative, with Local Facilitation Agencies participating in decision -making at every step of the process. Bob was a major strategist for the project and was responsible for document preparation and management. ' Port Hadlock UGA Sewer Facility Plan, Jefferson County, Port Hadlock, Washington As part of the requirements for establishing an Urban Growth Area (UGA) in the Irondale/Port Hadlock area, Jefferson County is developing a Sewer Facility Plan in order to build a sewer system. The effort to designate a UGA and construct a sewer system has stretched well over a decade, and some citizens have developed strong, sometimes conflicting, opinions on the subject. Bob is responsible for the overall approach to public involvement for the sewer planning process, and he provides strategic advice to the project team. He helps design and he facilitates public meetings and stakeholder workshops with representatives of local agencies and key community leaders. "'ee r_Bo0 Tnangle subdoc 12/11/2006 7 MANAGING ENGINEER PHILIP L. WOLSTENHOLME, P.E. Experience Summary ' Philip Wolstenholme, a managing engineer and senior associate with Brown and Caldwell, has a wide range of mechanical engineering experience gained over the past 30 years. Philip is Brown and Caldwell's national practice leader in odor control and also specializes in sludge handling processes for wastewater treatment ' facilities. He leads an odor control group in the Seattle office. He is a member of the Water Environment Federation air quality and odor control committee. He has been instrumental in the design of over 100 odor control and biosolids systems. 1 North Kanata Odour and Corrosion Assessment, Regional Assignment Municipality of Ottawa Carleton, Ontario, Canada ' Odor Control Project Manager. Performed odor and corrosion assessment of the North Education Kanata Sewage Collection System. B.Sc. Mechanical Engineering, Imperial College. London University, 1970 Master Pump Station Odor Control, Naval Station, Everett, Washington Registration Project Manager. Odor Control. Evaluation, pilot test, and design of ' Mechanical Engineer No. 33019, odor control facilities. Conversion to a more effective chemical control Washington, 1996 system. Installation of a chemical dousing system and biofilter to treat Professional Engineer No. 32664 pump station exhaust air. ' New Jersey 1987 Experience Odor Abatement Engineering Services, King County Department 30years of Natural Resources (KCDNRP), Seattle, Washington Joined Firm Project Manager. Responsible for technical management of study and ' 1981 design project for odor and corrosion control of entire collection system including pump stations, siphons, and multi -barrel force mains. Relevant Expertise ' Design of odor control at many pump stations pump Station Odor Control, KCDNRP, Bothell, Washington 20 years of designing ventilation and Project Engineer. Responsible for odor and corrosion control design of odor control systems the North Creek pump station and force main. Redundant carbon Many high profile and/or sensitive scrubbers and chemical addition. ' location projects Denny Way CSO Odor Control, KCDNRP, Seattle, Washington Project Engineer. Study and preliminary design of odor control facilities ' for CSO storage tanks and pump station. Pump Station Odor Control Project, Deer Street Pump Station, ' Portsmouth, New Hampshire Odor Control Advisor. Conceptual design and review of carbon scrubber for odor control in a downtown historical area. ' Odor Control Design, Brightwater Plant, KCDNRP, Seattle, Washington Design Manager. Responsible for design of odor control systems for a ' new greenfield site wastewater plant with highest level of odor control. 1 BROWND Wolslenholme_Pndipooc 12f1V2006 7 PHILIP L. WOLSTENHOLME. P.E. I Odor Control, Gloucester WWTF, Gloucester Massachusetts ' Conceptual Design and Design Reviewer. A ventilation and odor control system to collect air from several sources including pump station and treatment in a bulk media biofilter. ' Odor Control Master Plan, City and County of Honolulu, Hawaii Task Leader/Specialist. A comprehensive island -wide program to reduce odors from all facilities. Particular focus on odor characterization , and on preventive measures to avoid generation of odors from liquids and biosolids processes. Juanita Bay Pump Station, City of Kirkland, Washington , Project Engineer — Odor Control Design. Upgrade of the Juanita Bay Pump Station and Force Mains. Selected odor system included fan silencer in ductwork and carbon scrubber. Chemical dosing was also incorporated. , Sweyolocken Pump Station Upgrade, City of Bellevue, Washington ' Project Engineer — Odor Control Design. Odor control included dry media, silencer and stack. Treatment , Odor Control Design Services, Renton Wastewater South Plant Enlargement III, KCDNRP, Seattle, Washington Project Engineer. Responsibilities included carbon foul air treatment, air permitting, HVAC, and sprinkler systems for expansion to 108-mgd. ' Bioftlter pilot facilities media testing. Odor Control Design Services, Renton Wastewater Treatment ' South Plant Enlargement 11, KCDNRP, Seattle, Washington Project Engineer. Responsibilities included carbon foul air treatment and HVAC for expansion to 72 mgd. , Odor Control Master Plan, City and County of Honolulu, Hawaii Task Leader/Specialist. A comprehensive island -wide program to reduce odors from all facilities. Particular focus on odor characterization ' and on preventive measures to avoid generation of odors. New Plant Odor Study, Western Gauteng, South Africa ' Project Manager. Evaluated neighborhood impacts from a new treatment plant in a tourist location. Air dispersion modeling and options comparison. Jody ' South Pumping Station, City of Tacoma, Washington, Bratton (253) 502-2188 Project Manager. Led design and construction support of odor control unit and connections to new wet well and odor control fans. The design ' was completed in early 2002. Construction was completed in August 2003. 2 Wodstenhotrne Philip doe 12/112006 I