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HomeMy WebLinkAboutWWP273473 (9)M M M M M M M M M M M M M �Netc�hee Bothell . � �- • A 1PINO logo 1111 Bellingham M Wpw NE As STa"a M M M M M M M M M r In House Resources Principal Review and.Control Assurance 41 GeoAl laytrm. Dan Burwell, PE. SteveWl—, I.t,., l.N.c, Project Engineer Hydr(geologist Ride Harbert, PE. Paul Gilligan, PE. Trny Pardi, PE. Ken Thomas, PE. President Principal V.,ncipal Principal Mb- 71711 lim Buckrell Alicia Frembone Water Rights S Wetland cieDentilineast tor GISSpecialist Jon Lowry Fisheries Scientist Karen Kornl-, P.E., S.E. ton Conran Project Manager S1.h Erg_ I�I J I 1 � 1 / I Gene Peterson Moe Batra, P.E. Senior Planner Project Ma rager n 0 Dan Mahlum, PE. Paul Cilligan, P.E. Barney Santiago Karla Secrist Project Manager Project Manger Staff Engineer Staff Ergineer // rF 'vr t i Doug Schlepp, PE. Mike Pkasml+, P.F. Project Manager Project Engnr,•i all Bret Baiupam, P.1. IYolc, t Mango. Pro),IEngn— i Tony Pardi, P.E. Mark Miller, P.E. Rick Ballard, P.E. Doug 4 hkpp, P.E. John Hendron, I'.E. Project Manager Projecl Manager Project Manager Proln,lM.inigo Project Manag" Quality Control F Dan Mahlum, PE. Edwin Elalim, PE. Kyle Pettibone, P.E. Mike Pleasants, PE. Marshal Meyer Project Manager ProjectEngineer ProjectEngieer Project Engineer Staff Engineer 19 F1 Rick Ballard, P.E. Kevin Anderson, PE. Mike Pleasants, P.E. ProjectManager Project Manager Project Engineer F31; �t 1 Ken Thomas, PE. Angi Walig-14t P.E. 'R Br—nlee. Project Manager Ryan Project Erngneer Stall ErE;ineer Jim Swanson (hns Roberts Lee Tumbleson, PE. SCADA R Electrical Engineer Control Systems Instrumentation Engi-er „ KoF � eFundirg Smaces Kim K.* P.E. Michele Roh, PE. Prnjcrt Manger Project Engneer Team Expertise a Civil Engineering ❑ Wastewater Engineering o Structural Engineering o Electrical, Control and Telemetry Engineering o Telemetry Programming Expertise o Geology and Hydrogeology Expertise • Environmental and Permitting Expertise M M M M M M M M M M M M M M M M M M i Overview of Project Challenges o Dewatering and Underground Construction o Work on Private Property and Within ROW o Traffic Control and Circulation o Construction Near Critical Areas ■ Category 1 Wetlands ■ Category 4 Tributary Stream o Constructability Project Team r,. y�C, Open Communication der Mark Miller, P.E. Tony Pardi, P.E. Prgect Manage Principal In 0-ge e` QAfAQC Revi— Q 11 Mark Miller si LIR Sunon Lk gn W nager Lee Tumbl—, PE. lirn Swanson Chris Roberts Marsfrll Mayer Geof Claytin Karen Kornher, P.E. H MI Upgre&s Rugid Rugs mrnirg Electi-I Design SIA Ergimer GenbchNcal Structural Design Lift Station Design Alternative Analysis Preparation will involve the entire team Daug Schlepp, P.E. Marshall Meyer Gm6Chynrn Intennpic,rki errein IX*n GeoichnkA Forcemain and Gravity System Evaluation and Design Pcrmiting A,W.— Alicia Penibae Env runrrenCl Imtacts Permitting and ROW Negotiations KLEINFELDER n, t N A I .ti January 2007 IF Stonegate Lift Station Abandon Existinn and Construct -. X! T: We ' k New Combined Lift Station Mom+ An .�.- fro �. 5�..s Vic. wr. Construct New Forcemain • • �ti� C'x tit �1...! `• } "t�� F ILI s CID ., L � PERMITTING OVERVIEW fPPrepared for the City of RentonStonegate/Summerwind Project January 2007 a-4&J% PATED FOR STREAM CROSSING: M�j,C�e�• SEPA 4Wildlife Hydraulic Project Approval Areas Ordinance Compliance �• ��7i lei PERMITS ANTICIPATED 4 may- y oil FOR STONEGATE LS SITE: r �rIiI4Nk0�i• ��t �� _ _ . r nSEPA n f - •t• } 'CriticalCity Areas OrdinanceCompliance City Building Permit 4 1�yjfr' i } ti At, k ` {•r 2w RIC At law SEPA 1� City Right-of-Way.vim �..� z -P -ws. wr w �- ,�ti L r_ ,may 0 , 5 �ij►. �d M M r M M M M M ■ram M M r M r M M r= ■■i Kleinfelder Team o Dewatering ■ Larry West and Robert Middour o Geotechnical ■ David Cotton and Marcus Byers o Geotechnical Testing ■ Marcus Byers and Team o Materials and Structural Special Inspection ■ Jeremy Mason and Team Dewatering & Geotechnical Approach o Site Investigation . Complete Early ■ Sensitive to Residents o Support Timely Permitting o Support Pre -Design Decision Making o Identify Potential Risks to Project ❑ Sufficient for Final Design �r0� � M M M M � M M M M M M M M M M M Geotechnical ❑ Excavator- Mounted Drill ■ Tracked Rig, Small Footprint, Limited Access ❑ Focus ■ Re -use of Native Soils . Excavation Characteri., ■ Ground Water ."R. i M M= M M r=== r M= s Dewatering Minimize . Perform Deep Work in Late Summer ■ Utilize Sumps Where Feasible o Discharge . Clean Water (Still Need Baker Tank) ■ Flows 20-125 gpm ■ Discharge to Tributary, Wetlands or Storm Water Pond R m = m m s m m m w m m m m w m= Project Manager Approach o Keep Schedule Open to Effectively Manage Project = r r M M= M M M = = i= M M M= M Project Manager Approach � Keep Schedule Open to Effectively Manage Project o Work as Unified Team r M M= M = � M M W= M M r M M M= M Project Manager Approach o Keep Schedule Open to Effectively Manage Project o Work as Unified Team o Develop Detailed Scope of Work . Scoping workshop with City Staff ■ Budget flexibility for Owner M= M M= M M = = r= r M r r r M M Project Manager Approach o Keep Schedule Open to Effectively Manage Project o Work as Unified Team o Develop Detailed Scope of Work o Detailed Predesign Report ■ Project schedule with critical path issues identified . Establish overall project budget ■ Identify solutions to key challenges • Identify project risks • = M= M= r M= M M M= M= M r r M M Project Manager Approach • Keep Schedule Open to Effectively Manage Project o Work as Unified Team o Develop Detailed Scope of Work o Detailed Predesign Report o Facilitate Neighborhood Outreach ■ Meet with most affected residents first ■ Meet with Homeowner's Association second ■ Maintain communication throughout the project n • R • ■r = = M r = it M = r M = M = = = r w = Project Manager Approach o Keep Schedule Open to Effectively Manage Project o Work as Unified Team o Develop Detailed Scope of Work o Detailed Predesign Report o Facilitate Neighborhood Outreach ❑ QA/QC from Start to Finish M= M M = = = r M M M= r= r�� Project Manager Approach o Keep Schedule Open to Effectively Manage Project ❑ Work as Unified Team o Develop Detailed Scope of Work o Detailed Predesign Report o Facilitate Neighborhood Outreach o QA/QC from Start to Finish o Provide Consistent Team = m m ! m ! t law F, PROPOSED ELECTRICAL A4D GENERATOR BUILDING _ " (12'xlZ PRELIMINARY SIZE) _ PROPOSED WETWELL AND `ate EMERGENCY STORAGE r' (24'z24' PRELIMINARY SIZE BELD'A' MADE) kr � ,z PROPOSED SITE ACCESS EXISTING LIFT40TATION . TO REMNN IN SERVICE THtWW(XJT CChtMCTK)N EXISTING ENTRANM SIGN ,,vr w �. Keys to Success — Lift Station ❑ Maintain Existing Sewer Operations a Minimize Depth of Wet Well ❑ Minimize Construction Time o Final Product that Provides Overall Improvement o Easy Maintenance o Odor Free ❑ Minimal Hydraulic Surge = M M M M r M M W r M M M M M� M M M Focal Points Force Main & Gravity Sewer o Route and Flow Analysis o Maintain Service ❑ Minimize New Easements o Mitigate Impacts M M M! M r M M M M M M M M M� M M M QA/QC ❑ Long-term Partnership with City Engineering and Operations Staff 0 3-D Design for Lift Station o Internal Independent Review Prior to Preclesign, 30%, 60% and 95% Submissions M M Field Engineer o Close Coordination with Residents o Anticipate Challenges o Minimize Interference with Daily Activities o Work as a Team with City Inspector ----u-_Schedule Awareness Constant Communication ■ Construction website ■ Email notification to residents r m m M = = = = = = = = = M Project Schedule o Goals ■ Complete Design in 2007 ■ Complete Construct in 2008 o Allow Three Months for Permitting o Provide Adequate Time for City Review o Identify Milestones and Meet Them o Avoid Bidding during December o Adequate Construction Schedule for Dry Season Construction Project Milestones a Contract Approved - End of February o Final Pre -design Report - End of May o Apply for Permitting - End of August o Final Design Complete - End of December o Award Project - End of March 2008 o Project Operational - October 1, 2008 • Project Accepted - Mid December 2008 Team Availability Oa7 2CC8 PROJECT TASKS 1 5T QTR 2HD QTR 3RD QTR 4TH QTR 1 ST QTR 2ND QTR 3RD QTR 4TH QTR AHALYSIS.:DEsIGH JAN APRIL JULY FINAL DESIGN AND PERMITTING COMPLETE OCT BIDDING AND CONSTRUCTION JAN APRIL JULY OCT Mark will be the Project Manager and the main contact point for the City during the entire project. He - - wil also be responsible for the design of the lift station. Mark has the most knowledge of the City's lift station and has worked with all parties involved on numerous occasions. Additionally, Mark is a MARK MILLER. P.E. licensed electrical engineer and will oversee the electrical and control design. WENATCHEE 401% 50% 11 50% 1 25% 25% 25% 25% 25% ELECTRICAL Tony will be the Principal -in -Charge and utilize his extensive engineering background and familiarity TONY PARDI, P E. with the City to provide overall project review, quality control and quality assurance. BOTHELL 10% 10% 10% 10% 10% 10% 10% 10% MECHANICAL Doug will be the Project Manager- under the direction of Marik, for all underground sewer improvements, including the evaluation of the alternatives. Like Mark, Doug has worked on several > underground utility projects in the Oty of Renton and is familiar with their staff and preferences. DOUG SCHELPP, P.E. Doug is the company expert in trenchless technologies, should it be a viable option. - BOTHELL 25% 40% 40% 15% 15% 15% 15% 15% c CIVIL Marshall has just completed the design of a large lift station and force main project. Marshall will be <' a Staff Engineer for the entire project and provide AutoCad design capabilities. Marshall will also be ` M.ARSHALL MEYER he lead engineer during construction; therefore, we intend to have him involved early in the project. BOTHELL 75% 75% 75% 75% 75% 75% 75% 75% CIVIL +n Alicia Pettibone is an environmental specialist who will support the project with permitting, vironmental aspects and GIS, ALICIA PETTIBONE 50THELL 15% 10% 10% 15% 10% 10% 10% 10% ENVIRONMENTAL •',rr2 � Project Survey. t • ` AD TRIAD ASSOCIATES 501% 50% 10% 10% 10% 10% 10% 10% SURVEY Dewater,ng and Geotechnica Support k4Kit I I N I 11 1) F R BELLEVUE 20N. 20% 10% 10% 10% 10% 25% 10% GEOTECHHICAL "• SHOWS AVAILABILITY SCHEDULED FOR THIS PROJECT PER QUARTER M M = M M M M M = M = = = M = M Summary a Recent Experience o Strong Project Management a Technical Expertise o Long History and Relationship with Renton o Extensive Knowledge of City"s Preferences o Emphasis on Coordination & Communication t w .. rh • � . • `' s� jib' �. . { wr sk Mai IF, t-io oues _I 1 Summerwind/Stonegate Lift Station Consolidation and Field nue Interceptor City of Renton Interview January 25, 2007 F 1 0 ETRA TECH/KCM Project Team City of Renton Dave Christensen Project Manager "" & Operations gaff Alen Bellew, PE (1 QuelityAswreno16)l Principal -in -Charge .left Lykken, PE (1) Quality ControlProject Manager Discipline Leads (1 Kevin Goss. PE (1) Project Engineer/Pipeline, Design .,........ David Scot PE (1) Pump Station Design.............................Kevin Goss. PE (1) ElectricaXortrols Design...........Bryan Kawenure. PE (1) Architecture! Desig n .....................................Setlt Orgain (1) survey Manager._ _... Brad Keenan. PLS (6) (meet.._._...................... John Barker, P A (9) Geotectnical Design Sege Greene, RG (5) Amid Dsign_....................... Adam Jerkins (4) Penn' t& 9 Environmardil. ....... Lisa AdoRson (2) .......... ........"....................... .. _.......Bean Burke (2) Pq R)Addbw • a) 8.n.r Lrd.omp. • h (U—b nah • e) HWA • s) Triad Availability of Key Staff CAPACITY of Kev Parsnnnal fnr Acsinnments hatwaan .Ian 9007 and Dec 9007 Availability by Quarter % of Billable Hours Q1 Q2 03 04 Key Personnel '07 '07 '07 '07 Current Project Commitments/Date Concluded Kevin Goss 30 40 50 50 Mercer Island Pump Station (3/07); Kirkland — NE 80th Water&Sewer (12/07); SCWSD-Lake Desire Water&Sewer (12/07): KC -Kirkland Pump Station 12/09 David Scott 25 25 35 35 SPU CSO Retrofit (3/07), AWWD Sewer Comp Plan Modeling (6/07), Kirkland NE 80th St Sewer & Water (12/07); SPU CSO Plan 12/08 , Kirkland Pump Station 12/09 Bryan Kawamura 50 75 80 80 SPU Reservoir Burying Program (2009) Baker River Fish Trap 2008 Benn Burke 20 10 30 30 Coal Creek Bank Stabilization (12/0 7 ); Log Boom Park Feasibility Adolfson Study (4/07); Brightwater Regional Reclaimed Water (8/07); Brightwater Conveyance Permitting (12/07), Tacoma Water Wetland Monitoring 12/11 1 Recent Project Examples C= City of Fife Mercer Island Lake Line and PS #4 King County / Soos Creek PS D and Pipeline - r City of Fife Economical design to sewer almost two- thirds of the City 5 WW pump stations, —3 miles of force main & 2.5 miles of gravity interceptor Common design for 3 small pump stations nd 2 large pump stations ow maintenance submersible pumps I control building a .)�- 2 Somme x' d St—gateSto-gate Lot 0N � �.. A n 5�mme.x��d Mercer Island Fife Reconfigure aging sewer system to conventional gravity sewer, lift station and force main Largely the same project team —Jeff Lykken Kevin Goss —Seth Orgain HWA Geosciences Barker Landscape Arch Greenbusch Group izing LS and control building profile 3 Mercer Island '*4@►- t� Soos Creek PS D and Pipeline C Preliminary design of new pump station and force main Different scale, same process: — Evaluate route alternatives — Conduct preliminary design — Communicate with public and stakeholders takeholders can influence your project in anv ways r, Kevin Goss Practical experience at all levels of projects from planning to design r— —Septic designer / inspector Survey Crew Chief — Municipal construction observer —Project Engineer Manager 1 5 1 Project -Specific Experience © CERTIFICATION q/w The Preliminary Engineering Technical Memorandum for the Sunset Interceptor, Phase 3 was prepared by Roth Hill Engineering Partners, LLC, under the direction of the following Registered Professional Engineer: �fwtm R d S rJ I ri, Summerwind/Stonegate Project Objectives Divert flows away from Duvall Ave to ' Sunset Interceptor via Field Ave Eliminate Summerwind Lift Station capacity at Stonegate Lift Station Key Project Themes Public impact — Public as stakeholders (sewer customers, city residents, neighbors, and owners of Tract H) — Project impacts _Construction sequence Use of existing easements ift station operations and control lectrical service ontract flexibility Alternative 1 ............ ..... Existing Sewers Existing Lift Station Proposed Improvements: Force main via NE 24" Ct. Gravity sewers in Lyons Ave NE, NE 26tl1 St. &NEWCt. Gravity sewer in Field Ave and NE Sunset Blvd Q Test and Startup at Proposed Stonegate LS Ilwaco to NE 2411 Ct. sewer Remove Summerwind LS & FM Remove Existing Stonegate LS & FM Alternative 2 .. Existing Sewers .A Existing Litt Station Proposed Improvements: Force main via NE 22nd Ct. Gravity sewers in Lyons Ave NE, NE 26th St. & NE 24"' Ct. Gravity sewer in Field Ave and NE Sunset Blvd Test and Startup Proposed Stonegate LS Ilwaco to NE 241 Cl. sewer Remove Summerwind LS and FM Remove Existing Stonegate LS & FM i Design Issues C Force Main — Profile — Surge — Discharge w..�...,. `r��o- rEw•a Iraulic Profile im- (Hydraulic Gmd. Une ...... . q Surge- - Screening Envelope -- - - L- --- —. i W Consider trenching as - Through local high point - - - -- 3300-Ft Force Main, ,110 Feet Static Head aco ,xo Station from LS (I"t) z�ao moc Design Issues Gravity sewers — Steep slope in Field Ave — Control of air/odor — Existing pipe awide sewers Field Ave NE - Profile Roadway Utilities Cross -Section b� 5 F,Ednvc E Sd—Ik Ai -V Elan K•I 4 W.M a .Gas S,Oa Sl T4— C r6u 6 S— Sawf Lift Station System to push flows through force main — Reliable (Simple) — Serviceable -System hydraulics Supporting equipment — Wet well — Valve vault and flow meter — Electrical/control/telemetry systems — Generator set and fuel system — Control building (architecture — Site design (civil, landscaping) Site ownership u� Hydraulic Profile Allow .-- a Seo loos �soo avo a5oo 90ao !® Station from LS (fast) 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 System / Pump Curves FLYGT NP3202-090 84nch Close 52 DI System Curve Dia: 13.94 in hp. 220 1800 rpm rom. '�• Syatam Qma 200 180 0$71 2ax 160 Or1ePr+r1D ODelatblp PdM O � E20 Qpm. 1751ae1 TDM 140 Typical AOR 7G% -13G% BEP 0. p Q I —saenaudto.. } — 6Fchd5t dflyi — a» RYGT WdTOt �Gra RYGl WllOt-0W,AOR C C - —Tao RYGT/PiV2 m On m —T .RYGTWA402-a ,AM Flow VImI 13 Electrical / I&C D Lift Station replacement — New electrical service — New telemetry equipment — Electrical construction observation — Build and commission new station without interrupting the operation of the existing st ation. ork closely with operators to identify tures to keep or change 14 Environmental Process Conduct project area site review for regulated sensitive areas Determine permitting requirements and mitigation measures Develop permitting strategy and estimated Lmti, eline EPA compliance 15 Acoustical Assessment Conduct baseline monitoring Review applicable regulations Evaluate noise generated by proposed equipment RLenimize commend noise attenuation methods to used by design team public impact k GeotechnIca l Look at slope issues 1_nnk at SummPrwinrf detention pond berm Look at groundwater conditions adjacent to May Creek (LS) Land Honey Creek r,� u n� 1 17 Putting It All Together — Project Management bevelop Project Plan and decision making timeline at project inception Implement the Project Plan in sequence Manage the project schedule and sequence Project Approach Alternatives Evaluation — Pipe alignment — Model confirmation of flows and pipe sizing — Lift station / site design — Concise summary Public Information Based on information developed in Alternatives Evaluation Mailings, open house, project website content inimize public impact We'll make sure the pieces fit... Lift Stations Pipelines Committed Team Proven Track Ready Record to Start ..for a successful job! lk- - 19 City of Renton 1 Notice to Proceed Coordination and Management Attematives Analysis Research and Develop Alternatives Meeting w/ City Staff Coordination w/ Modeler Final Memo and Estimate Public Notices 1 Meeting Final Design 30% Design Topo Survey Geotechnical Analysis Initial Layouts 30% Submittal w/ Estimate 60% Design Pothole and Pickup Survey Easements Permit Drawings 60% Submittal w/ Outline Specs & Est. 95% Design 95 % Submittal w/ PSE & Schedule Preparation of Bid Documents Permitting and Project Approval Sensitive Areas Review and Summary SEPA City Permitting Assistance During Bidding Services During Construction Public Notices Construction Contract Award Notice to Proceed New Stonegate Lift Station New Sunset Gravity Sewer New Field Avenue Sewers New Gravity Sewer (NE 26th and Lyons) New Force Main Testing and Startup Start new lift Station and Force Main Side Sewers Connections (NE 26th and Lyons) New Gravity Sewer (NE 24th and Easement) Abandon Stonegate LS Paving Summerwind Paving Stonegate Final Connection and Abandon SW LS Final Cleanup and Restoration 1 day 477 days 61 days 30 days 1 day 20 days 10 days 15 days 170 days 50 days 35 days 35 days 25 days 25 days 120 days 20 days 120 days 20 days 30 days 35 days 35 days 10 days 231 days 20 days 30 days 100 days 25 days 205 days 205 days 197 days 20 days 1 day 105 days 15 days 30 days 25 days 30 days 15 days 1 day 10 days 15 days 5 days 5 days 5 days 10 days 20 days 315107 3/6/07 3/6/07 3/6107 4117/07 4118/07 W16/07 5130/07 5/30/07 5/30/07 5/30/07 5/30107 5W07 7/4107 I1/8/07 8/8107 8/8/07 818V07 915107 10/17/07 10/17/07 1/23/08 3/fi/07 3/6/07 7/4107 9/5/07 2/6/08 3112108 3112/08 3/12/08 3/12/08 4/9108 4/10/08 4/10/08 511 /08 6112/08 7/17/08 914/08 9125/08 9/26108 10/10/08 9126108 8/28/08 10/31/08 10/31/08 11/14/08 3/5107 12/31/08 1 5/29/07 4/16/07 1 4/17/07 4 5/15/07 5 5/29/07 6,24 6/19/07 7 1/22/06 8r7107 7/17/07 7 7/17/07 7 7/3/07 7 & 7/07 13 1/22108 9/4/07 14 1/22108 14 9/4107 14 10/16/07 16 1214107 1214/07 19 2/5/08 21,26 1122108 4/2/07 1 8/14107 14SS 1/22/08 18 3/11/08 22,26,17 12/23/08 27 12/23/08 27 12M 1MIS 4/8/08 27 4/9/08 31 9/3108 32 4/30/08 32 6111108 34 7/16108 35 8/27/08 36 9/24/08 33,36,37,34,35 9125/08 38 10/9/08 39 10/30/08 40 10/2/08 39 9!3/08 34,35,37 11/6/08 36,37,40,41 11/13/08 41 12/11/08 45 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 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Summerwind / Stonegate Lift Station Consolidation and Field Avenue Interceptor irch7 Aril Ma June July I August Se to I Octobe Novem Decem I Januar I Februal Ma Ma 3/5 Finish Alternatives Evaluation late May `07 ' Public mailing/meeting before survey and geotech work Easement negotiation possibly on critical path Permitting process possibly on critical path 7 Contract duration affects paving schedule (versus weather) Restoration and landscaping during fall r^. Pme 1 Tetra Tech Project complete Dec `08 r m N O