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Platinum Sponsor
Gold Sponsors
Silver Sponsors
Arizona State University Bowling Green State University Concordia University Louisiana Tech University
Virginia Tech
McGill University University of Texas at Arlington
Queen's University Vanderbilt University
Mid-Atlantic Society for Trenchless
Technology
Midwest Society for Trenchless
Technology
Great Lakes, St. Lawrence & Atlantic
(GLSLA) Chapter
Nortwest Society for Trenchless
Technology
Western Society for Trenchless
Technology
Rocky MountainChapter
Pacifi c Northwest Chapter
Southeast Society for Trenchless
Technology
British Columbia Chapter
Event Sponsorships
Gala Awards Dinner Sponsor & Gala Awards Corporate Table Sponsor
Gala Awards Dinner Sponsor
Hotel Key Card Sponsor Lanyard Sponsor Lanyard Sponsor Conference Proceedings Back Cover & Auction Reception Sponsor
Gala Awards Corporate Table Sponsor
Gala Awards Corporate Table Sponsor
Gala Awards Corporate Table Sponsor
Gala Awards Corporate Table Sponsor
Gala Awards Corporate Table Sponsor
Gala Awards Corporate Table Sponsor
Thank you to our corporate sponsors for their industry support
Thank you to these organizations for their industry support
NASTT Student Chapters
NASTT Regional Chapters
Ohio Horizontal Directional Drilling Association
National Association of Sewer Service Companies
North American Telecommunications
Damage Prevention Council
Power & Communication Contractors Association
Trenchless Technology Center
Center for Expertise and Research on Infrastructures
in Urban Areas
Centre for Advancement of Trenchless Technologies
Indiana University Purdue- University Indianapolis
Laval University
Schedule of EventsSunday, May 2
8:00 AM – 5:00 PM ..............................Attendee & Exhibitor Registration8:00 AM – 11:45 AM ...........................Trenchless Technology Short Course – New Construction & Rehabilitation12:00 PM – 3:00 PM ............................Student Orientation Meeting2:30 PM – 5:30 PM ..............................NASTT Regional Chapter Meetings
Monday, May 3
7:00 AM – 5:00 PM ..............................Attendee & Exhibitor Registration7:30 AM – 9:15 AM..............................No-Dig Kick-off Breakfast & Entertainment9:30 AM – 11:35 AM ...........................5-Track Tech Paper Sessions11:45 AM – 3:45 PM ...........................Exhibit Hall Open2:00 PM – 2:30 PM ..............................Student Poster Competition in Exhibit Hall3:45 PM – 5:25 PM ..............................5-Track Tech Paper Session5:30 PM – 6:15 PM ..............................Pre-Auction Reception6:15 PM – 7:30 PM ..............................NASTT 9th Annual Educational Fund Auction
Tuesday, May 4
7:00 AM – 5:00 PM ..............................Attendee & Exhibitor Registration8:00 AM – 12:00 PM ...........................5-Track Tech Paper Sessions12:00 PM – 3:30 PM ............................Exhibit Hall Open3:30 PM – 5:35 PM ..............................5-Track Tech Paper Sessions6:00 PM – 7:00 PM ..............................Pre-Gala Awards Dinner Reception7:00 PM – 11:00 PM ............................NASTT No-Dig Gala Awards Dinner
Wednesday, May 5
7:00 AM – 2:00 PM ..............................Attendee & Exhibitor Registration8:00 AM – 10:05 AM ...........................5-Track Tech Paper Sessions10:00 AM – 12:30 PM .........................Exhibit Hall Open12:30 PM – 2:00 PM ............................No-Dig Closing Luncheon & Entertainment2:30 PM – 5:30 PM ..............................NASTT Pipe Bursting Good Practices Course (Day 1)2:30 PM – 5:30 PM ..............................NASTT Sewer Laterals Rehabilitation & Replacement Good Practices (Day 1)2:30 PM – 5:30 PM ..............................NASTT Cured-In-Place Pipe (CIPP) Good Practices (Day 1)2:30 PM – 5:30 PM .............................. NASTT New Installation Methods Good Practices Course – Application of Grade and Alignment Control
and Guidance (Day 1)2:30 PM – 5:30 PM ..............................HDD Consortium/NASTT Horizontal Directional Drilling (HDD) Good Practices Guidelines Course(Day 1)
Thursday, May 6
8:30 AM – 12:00 PM ...........................NASTT Pipe Bursting Good Practices Course (Day 2)8:30 AM – 12:00 PM ...........................NASTT Sewer Laterals Rehabilitation & Replacement Good Practices (Day 2)8:30 AM – 12:00 PM ...........................NASTT Cured-In-Place Pipe (CIPP) Good Practices (Day 2)8:30 AM – 12:00 PM ........................... NASTT New Installation Methods Good Practices Course – Application of Grade and Alignment Control
and Guidance (Day 2)8:30 AM – 12:00 PM ........................... HDD Consortium/NASTT Horizontal Directional Drilling (HDD) Good Practices Guidelines Course (Day 2)8:30 AM – 6:00 PM ..............................NASSCO Pipeline (PACP) & Manhole (MACP) Assessment Certifi cation Program (Day 1)
Friday, May 7
8:30 AM – 6:00 PM ..............................NASSCO Pipeline (PACP) & Manhole (MACP) Assessment Certifi cation Program (Day 2)
Corporate Sponsors
Visit the No-Dig Show Web site at
www.nodigshow.com for more detailed
information about these events
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Monday May 3, 2009 - AM Sessions - 2 PDHs or 0.2 CEUs per Session
Track 1 Challenging HDD Case Histories Jason Lueke, Arizona State University
Track 2 Asset Management Jack Burnam, CH2M Hill
Track 3 Lining Materials, Methods & Installation Jennifer Glynn, RMC Water & Environment
Track 4 Sewer Rehabilitation George Kurz, Barge Waggoner Sumner & Cannon
Track 5 Pipe Ramming & Jacking Matt Pease, Staheli Trenchless Consultants
9:30 am Nuts, Bolts and HDD: A Tough Job at a Tough Location - Crossing the Cape Fear River
New Optimization Tools to Evaluate Cost-Eff ectiveness of I/I Removal
A Look at Carbon Fiber Reinforced Polymer (CFRP) as a Long-term Repair Solution
Trenchless Reconstruction of 60-in. Pressure Sewer
On-grade Installation of Sani-tary Sewers in Baton Rouge¸ La., Using a Unique Trenchless Vacuum
9:55 am HDD Crossing Under Environ-mentally Sensitive Slough: Mitiga-tion of Hydrofracture Risk
Viability Evaluation of Fiber Optics for Monitoring PCP
Lining Methodology Proves to Be Variable Option for Failing Triple Barrell Outfall
Rehab of 100-Year-Old Large Size Circular and Non-Circular Sewers
Sugarloaf Pipeline: Design and Construction of the KP41 Tunnel and Goulburn River Pump Station
10:20 am Threading the Needle: Replac-ing a Failed Sewer River Crossing Under an Accelerated Timeframe
The Role of Preventative Maintenance in Establishing an Asset Management Program
Repair of The Main Pipeline using a Fiber Reinforced Polymer (FRP) Liner at the El Encanto Hidroelectric Plant
GRP Panel Lining of a Brick Trunk Sewer in the City of Hamil-ton, Ontario, Canada
Advances in Small Diameter Pipe Splitting Technology
10:45 am Ocean Outfall Presents Chal-lenges to HDD Construction
Application of Robotics in Diagnostic Analysis of Large Diameter Pipelines
Lynnwood Sanitary and Storm Trunk Upgrade
Important Design and Construction Consideratons for Rehabilitation of Small Diameter Gravity Sewers
Pipe Ramming for Oil and Gas Pipeline Applications
11:10 am Deep Inclined Water Intake Shafts
I Have My Pipe and Manhole Condition Data: Now What?
Rehibilitation of Mexico City’s Sewer Tunnels 200 ft below the City Using Ameron’s T-Hab Method
The Criterions of Urgency of Sewerline Rehabilitation
Tunneling and Pipe Ramming as a Culvert Replacement Method
Monday May 3, 2009 - PM Sessions - 1.75 PDHs or 0.175 CEUs per Session
Track 1 HDD James Murphy, Colt Worley Parsons
Track 2 Condition Assessment Frank Badinski, York Region, Ontario, Canada
Track 3 CIPP Lining Kaleel Rahaim, Interplastic Corp.
Track 4 Pipe Bursting Alan Atalah, Ph.D., Bowling Green State University
Track 5 Microtunneling Don Del Nero, CH2M Hill
3:45 pm 10 Myths Regarding Installation of Underground Power Transmis-sion Lines with Trenchless Construc-tion Methods
Pump Station Patterns During Extreme Weather Reveal Areas of Excessive Infi ltration and Infl ow
Evolution of Cured-In-Place (CIPP) Lining
Alternative Construction Techniques in Glen Ellyn, Ill., Minimize Neighborhood Disruption
20 Years of Perspective: Design and Construction Professional’s Views on Improving Microtunneling
4:10 pm New Pipe Thruster Technology Enhances Trenchless Technology Options
Leak and Gas Pocket Detection Survey for a Large-Diameter Force Main in the City of San Jose, Calif.
Pressure Pipe Rehabilitation Beneath a Sewage Treatment Facility
Trenchless Replacement of Sliplined and CIPP Lined Pipes on Malmstrom Air Force Base
Grade Control for Microtunnels in Very Soft Soils
4:35 pm Large-Diameter HDD Assist Leads to Successful HDD Crossing of the Gila River¸ Phoenix
Los Angeles County Sanitary Sewer Condition Assessment
Factors Aff ecting the Quality of Flexural Properties from CIPP Field Samples
City of Billings, Mont., Uses Pipe Bursting to Broaden Its Asset Management Toolbox
New Navigation System for Microtunnelling and Pipe Jacking
5:00 pm Nokomis¸ Fla., Water Mains Condition Assessment and Prioritization of Sanitary Sewer Rehabilitation Techniques in the City of Miami Beach, Fla.
Local Ordinances Dictate Lateral Renewal Technologies
Large Diameter Static Pipe Bursting Solution for Replacement of Lined¸ Large Diameter Ductile Iron Force Main
Realization of Curvilinear Microtunnel in Italy: Selection Criteria and Experiences
Tuesday May 4, 2009 – AM Sessions (1st Session) - 4 PDHs or 0.4 CEUs per Session
Track 1 Gas Cross Bore Elimination Mark Bruce, Can Clay Corp.
Track 2 Condition Assessment John Schroeder, CDM
Track 3 Water Main Rehabilitation Piero Salvo, GENIVAR
Track 4 Sewer Rehabilitation Collins Orton, TT Technologies, Inc.
Track 5 Tunneling Glenn Boyce, Ph.D., P.E., Jacobs Associates
8:00 am Mapping the Underground Infrastructure: Leveraging GPS Technology to Locate and Identify problems
In-Service Assessment of Metallic Mains
Victoria Leads the Way in Steel Watermain Rehabilitation
Small Diameter Sewer Rehabili-tation: Experiences with Fiberglass UV-Cured Technology
Tunneling in Variable Rock Conditions: Flexibilty Is Key
8:25 am Cross Bore Prevention: A Canadian Utility Perspective
Locating and Quantifying Infl ow and Infi ltration (I/I) Using Field Data and GIS
Challenges in Rehabilitating a Large Diameter Transmission Main
Decatur, Ill., Force-Main Project: Identifying Multiple Solutions for One Project
Challenges Encountered and Lessons Learned on a Small-Diameter EPB Tunnel in a Mixed Face Ground
8:50 am Public and Employee Safety Enhanced by Construction Risk
A New Survey Method to Non-destructively Assess Pipe Wall Condition and System Leakage
Study Results From Various Cities Indicating the Benefi ts of Implementing a Structural Water Main Rehabilitation
Rehabilitation of Lents Trunk Sewer Outfall to a Storage Facility
Subsurface Alignment Consider-ations for Routing a Deep Tunnel in an Urban Environment
9:15 am Preventing Crossbores: An Overview of Vectren’s Policy
Birmingham Finds Low Pressure Leak on Large Diameter Concrete Cylinder Pipe
The NY Madison Avenue Trench-less Watermain Rehabilitation Project: Site Observations and Lessons Learned
Construction of Non-Circular Sewer Rehabilitation Projects in Los Angeles
Benefi ts and Challenges of Long Distance, Small Diameter Tunnelings
9:40 am Planning and Execution of Bore Cross Elimination Projects
Smoke and Mirrors: Which Water Pipe Condition Assessment Techniques Work
Trenchless Technology in a Developing Economy
Gordon Avenue Sanitary Trunk Sewer and Langarth Street Sanitary Trunk Sewer Rehabilitation Project
Paper to be Determined
2010 No-Dig Schedule At a GlanceWater Wastewater Wastewater/Water Stormwater Electrical Gas Other
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Tuesday May 4, 2009 – AM Sessions (2nd Session) - 4 PDHs or 0.4 CEUs per Session
Track 1 TBD Kim Staheli, Staheli Trenchless Consultants
Track 2 Asset Management David Crowder, R.V. Anderson Associates Ltd.
Track 3 CIPP Lining Erez Allouche, Trenchless Technology Center, Louisiana Tech University
Track 4 Pipe Bursting George Ragula, Public Service Electric & Gas
Track 5 Microtunneling Craig Camp, Jacobs Associates
10:20 am New Technologies Build on Current Success for Utility Location and Bore Cross Elimination
Variable Geometry Crawler Design Rehabilitation Chal-lenges for Large Diameter Pipes
Trenchless Culvert Replacement Under Railways with the Pipe Ramming Method
Managing Existing Con-tamination Impacts on Design and Construction of an Urban Microtunneling Project
10:45 am Drilling with Ltd. Geotechnical When Is it Reasonable: A Tale of Two Drills
City of Montreal, Canada, Col-lector Sewer Monitoring and Major Watermain Leak Detection using CCTV/Sonar
CIPP Lining Methodology Proves to be a Viable Option for a Failing Double Barrel Outfall
Lee’s Summit Uses Pipe Bursting to Broaden Its Asset Management Toolbox and Rehabilitate Potable Water Distribution System
Microtunnel Jacking and Receiving Shafts Constructed Using Cutter-Soil-Mixing (CSM) Technology
11:10 am Photogrammetric Methods for Quality Control of Trenchless Construction Projects
A Practical Approach to the Inspection and Rehabiltation of a Deep¸ High-fl owing Large-Diameter Sewer
City of Los Angeles Rehabilita-tion of an 1,800-ft long¸ 3-Barrel¸ 78-in. Diameter Inverted Siphon Using CIPP
Large Diameter Steel Water Main Pipe Bursting Project Signifi -cant Achievement for Trenchless Technology
The Legal Impact of Geotechni-cal Baselines
11:35 am Cold Weather Installation of Fusible PVC Using Horizontal Directional Drilling
Live Inspection of Large Diam-eter PCCP Using a Free-swimming Tool
CIPP Rehabilitating Pilot Job in Columbia, South America
Prechlorinated Pipe Bursting Project: Largest Ever in North America
Case History: Pilot Tube Microtunneling Solves Basements Flooding Problem
Tuesday May 4, 2009 – PM Sessions - 2 PDHs or 0.2 CEUs per Session
Track 1 HDD Brian Dorwart, Brierley & Associates
Track 2 Condition Assessment Kevin Laven, Pressure Pipe Inspection Co.
Track 3 Project Planning & Delivery Methods Isabel Tardif, CERIU
Track 4 Manhole Rehabilitation & Current Trenchless Research Kevin Nagle, TT Technologies, Inc.
Track 5 Microtunneling Dennis Doherty, Haley & Aldrich
3:30 pm Directional Drilling to Jupiter Island, Fla.: Emphasis on the “Directional”
Salt Lake City, Utah: A Case Study in the Evaluation of Large-Diameter Sewers
Spray in Place Pipe for Water Main Renewal
The Science Behind the Deliver-able: City of Los Angeles 4th Ave. and Slauson Sewer Rehabilitation Project
Valley Belt Gravity Sewer: Microtunneling Lessons Learned
3:55 pm Twin Forcemains Crossing the Athabasca River in Fort McMurray¸ Alberta, Canada
Development of Robust Condi-tion Rating System for Wastewater Pipes
Reduce Your Carbon Footprint Using Trenchless
Brick Manhole Rehabilitation in the City of Chicago
Design and Construction of the Valley Ridge Feedermain¸ Calgary, Alberta, Canada
4:20 pm Elk Springs Water Pipeline City of Santa Clara, Calif. Trimble Road Trunk Sanitary Sewer Condition Assessment
Avoiding Pumping Pitfalls: 10 Tips to Make Bypass Pumping Easier
Geopolymer Grout: Eco-friend-ly¸ High-Corrosion Resistance¸ Bactericide Coating for Manhole Rehabilition
West Falls Church Microtun-neling: A Case History of Design¸ Stake Holder Coordination¸ Contracting Selection and Con-struction Engineering Inspection
4:45 pm HDD Successfully Completes Ocean Outfall in Extremely Chal-lenging Conditions
Data Management for Eff ective Condition Assessment of Collection Systems
Project Management and its Application on Trenchless Projects within the City of Edmonton, Canada
An Innovative New Product Review Process for Moving Trenchless Technology into the User Community
Challenging Urban Environment Demands Trenchless Methods to Improve CSO Control
5:10 pm Virginia Natural Gas Hampton Roads Crossing Pipeline HDD Installation
The Use of Ground Penetrating Radar (GPR) for Utility Location on the 4th and Slauson Project
Savings Through Shared Risk and Time and Materials Contracts
State-of-the-Technology on Water Pipe Condition Curves
Trenchless Construction Hurdles in
an Urbarn Environment: The East Boston
Branch Sewer Project Construction
Wednesday, May 5 – AM Sessions - 2 PDHs or 0.2 CEUs per Session
Track 1 HDD David Bennett, Ph.D., P.E., Bennett Trenchless Engineers
Track 2 Inspection Tomasita Carmona, The Carmona Law Firm, P.A.
Track 3 Lining Materials, Methods & InstallationErnie Ting, Town of Markham, Ontario, Canada
Track 4 Current Trenchless Research Sunil Sinha, Virginia Tech University
Track 5 Microtunneling Brenda Kingsmill, Region of Halton, Ontario, Canada
8:00 am Eff ectiveness of Hydrofracture Prediction for HDD Design
Research and Development Needs for Pipeline Inspection Technologies
Rehabilitation with Glass Fiber GRP Liner and UV Light Cure: The Solution for the 21st Century
Seismic Analysis of Rehabili-tated Segmented Pipelines Using CIPP Technique
Microtunneling Experience on the Barclay/4th/Chase MIS Replacement Project
8:25 am Discussion of ASTM 1962 or “How are the Pulling Load Formulas Derived?”
The Evolution of Subsurface Utility Engineering (SUE): From Concept to Industry Standard
Neofi t Breathes New Life into Lead Water Service Pipes
Examination of State-of-the-Art Rehabilitation Technologies for the Nation’s Water Infrastructure
Construction Challenges for Soft Ground Microtunneling in Urban Environment
8:50 am Multi-trenchless Discipline Project for On-Grade Sanitary Installation With Unique Design Challenge
Managing Geotechnical Risks on Trenchless Projects
New “Over-The-Hole” Resin/Initiator System for Cured-In-Place-Pipe
A Web-based Social Cost Calcula-tor for Utility Construction Projects
Large Diameter Microtunneling Under Challenging Conditions
9:15 am Trenchless Water Distribution System Installation
Risk of Water Pipelines Failure Laboratory and Field Testing of a New Segmental¸ Flash-Joint PVC Pipe for Sliplining and Pipe Bursting
Toward a Limit State Design Approach for CIP Liners
Newport Trunk Sewer and Forcemains Case Study
9:40 am Management of Drill Steel for HDD: Is it Necessary and Why?
Fiber-Optic Sensor Networks: Economic and Effi cient Method for Continuous Monitoring of Water and Wastewater
Evaluating the Appropriateness of Project Delivery Systems
Evaluation of The Stability of Locally
Imperfect Liners Under External Uniform
Pressure
Horizontal Directional Drilling Successfully Restores Structural Integrity of the Wayman Branch Sewer
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Dear Trenchless Colleagues,As your 2010 No-Dig Program Chair, I can speak from personal experience how NASTT’s annual conference has
positively impacted my business, my career and my involvement in NASTT-the industry’s No. 1 organization de-voted exclusively to promoting trenchless technology. In the spirit of David Letterman’s Late Show Top 10 list, here are my top 10 reasons why I believe you should either attend, exhibit and/or sponsor the 2010 No-Dig Show in Chicago, May 2-7.
1. You face a fast-changing market: New options have emerged for rebuilding North America’s underground infrastructure using trenchless technology. There are new products, new services and new players. No-Dig 2010 creates a unique opportunity for you to explore our 50,000-sq ft exhibition hall to see, hear and interact with each approach available in the trenchless marketplace.
2. Your time is respected: The overall No-Dig 2010 program is focused on one objective: Helping you maximize your investment in trenchless technologies, services and applications. Every conference session, every course and the exhibition are designed to provide you with the information you need to make the best possible decisions for your company and your career.
3. You’ll meet the industry leaders and market movers: Every conference claims to present the “industry leaders,” but no other event delivers on that promise like 2010 No-Dig. 75 percent of No-Dig attendees are buyers or specifi ers of trenchless products/services.
4. Celebrate NASTT’s 20-year history: The 20th anniversary of NASTT will be celebrated with pomp and in a fi tting manner at the No-Dig 2010 in Chicago. NASTT is planning an eventful and memorable No-Dig, commemorating this very special occasion to include the presentation of the fi rst-ever Michael E. Argent Memorial Scholarships and the Trent Ralston Award for Young Trenchless Achievement.
5. Networking, networking, networking: From the opening kick-off breakfast to the Educational Fund Auction and the gala awards dinner to the closing luncheon, you’ll have plenty of opportunities to interact with your industry peers.
6. Cut through the hype: At NASTT’s 2010 No-Dig Show, the technical paper program is peer-reviewed by a committee for non-com-mercialism, relevance and high level of quality of information. Our goal is to ensure that you don’t have to sit through sales pitches. The No-Dig 2010 conference program has been expanded to include 140 technical paper presentations over fi ve concurrent tracks. Every paid, full conference attendee will receive a CD-ROM with the complete papers of the conference presented during the event.
7. Attend one of NASTT’s Good Practices Courses: Choose to attend one of NASTT’s fi ve good practices post-conference courses on HDD, pipe bursting, laterals, new installation methods and CIPP lining and you’ll receive objective, reliable information that you can use.
8. Earn valuable Continuing Education Units (CEUs): Benefi t from the in-depth sessions and courses off ered at No-Dig 2010 in more ways than one. For every 10 hours you attend, you receive one (1) continuing education unit to advance your professional career.
9. Support NASTT’s Educational Fund Auction: The annual Auction is the must-attend event for No-Dig attendees. All money raised at the auction support the activities of the NASTT student chapters. I personally encourage you to get involved in this eff ort by donating items and/or services to the Auction. By doing so, you are literally supporting the future of our industry in more ways than one.
10. The only conference focused on you: No-Dig 2010 is the ONLY conference totally focused on the needs of key decision-makers in the trenchless industry. It’s the premier event where you can meet with your peers and see what your competitors are up to.
I look forward to meeting you personally at No-Dig 2010 in Chicago. For more information, please visit the conference Web site at www.nodigshow.com.
Sincerely,
Mark Hallett, 2010 Program Chair
Top 10 Reasons You Should Attend NASTT’s 2010 No-Dig Show in Chicago
R E B U I L D I N G N O R T H A M E R I C A ’ S U N D E R G R O U N D I N F R A S T R U C T U R E
Mark Hallett, SAERTEX multiCom LP
Erez Allouche, Trenchless Technology Center
Samuel Ariaratnam, Arizona State University
Alan Atalah, Bowling Green State University
Frank Badinski, York Region
Joe Barsoom, PB Americas, Inc.
Dave Bennett, Bennett Trenchless Engineers
Glenn Boyce, Jacobs Associates
Mark Bruce, Can Clay Corp.
Jack Burnam, CH2M Hill
Craig Camp, Jacobs Associates
Ralph Carpenter, American Pipe Co.
Ken Chua, City of Edmonton
George Cowan, Carp-Seca Construction
David Crowder, R.V. Anderson & Associates, Ltd.
Tomasita Crowell, Crowell & Carmona PA
Don Del Nero, CH2M Hill
Dennis Doherty, Haley Aldrich
Brian Dorwart, Brierley Associates LLC
Dec Downey, Jasons Consultants, Ltd.
Glenn Duyvestyn, Hatch Mott McDonald
Jennifer Glynn, RMC Water & Environment
Keith Hanks, City of Los Angeles
Larry Kiest, Jr., LMK Enterprises, Inc.
Brenda Kingsmill, Region of Halton
Mark Knight, University of Waterloo
Bernie Krzys, Benjamin Media, Inc.
Bruce Kuff er, Plastic Pipe Institute
George Kurz, Barge Waggoner Sumner & Cannon
Michael Livermore, Pure Technologies
Joseph Loiacono, Sanexen Environmental Services
Jason Lueke, Arizona State University
Dorian Modjeski, TBE Group, Inc.
Jim Murphy, Colt Worley Parsons
Mohammad Najafi , University of Texas at Arlington/CUIRE
Eric Nicholson, Permaliner
Peter Oram, Metcalf & Eddy
Collins Orton, TT Technologies
Ed Paradis, DeNeef Construction Chemicals, Inc.
Cindy Preuss, Harris & Associates
George Ragula, Public Service Electric & Gas
Kaleel Rahaim, Interplastic Corp.
Jim Rankin, Vermeer Mfg.
Paul Reilly, Rain for Rent
David Roy, Pressure Pipe Inspection, Co.
Piero Salvo, GENIVAR
John Schroeder, CDM
Ari Selvakumar, USEPA
Kim Staheli, Staheli Trenchless Consultants
Isabel Tardif, CERIU
Richard Thomasson, Malcom Pirnie Inc.
Ernie Ting, Town of Markham
Mark Wallbom, Underground Imaging Technologies, Inc.
2010 No-Dig Program Committee Members
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Pre-Conference SeminarSunday, May 2
NASTT’s Introduction to Trenchless Technology Short CourseDescription: This introductory short course is ideally suited for both newcomers to the industry and for anyone who is interested in seeking a refresher course on trenchless technology methods. The fi rst session covers new construction techniques – microtunneling, HDD, pipe jacking, auger boring and pipe ramming. The rehabilitation session provides an overview of the methods available to public works and sewer agencies to rehabilitate water and sewer systems without the need for excavation.
Cost to attend: $100 (member), $150 (non-member) early/$150 (mem-ber), $200 (non-member) regular. Includes attendance to the course, course handouts, and a Continuing Education Unit certifi cate issued by Louisiana Tech University. 4 PDHs or 0.4 CEUs
Post-Conference SeminarsWednesday, May 5 – Thursday, May 6
NASTT’s Cured-In-Place Pipe Good Practices CourseDescription: Cured-In-Place-Pipe (CIPP) technology is an eff ective trench-less pipeline rehabilitation method that may help to address many of your city’s water and wastewater problems. CIPP is one of the most widely used and accepted pipeline rehabilitation methods. It signifi cantly reduces infi l-tration and ex-fi ltration. CIPP is cost-eff ective and increases fl ow capacity. And because it is trenchless, traffi c congestion and site disruption are signifi cantly reduced. Learn more about the benefi ts of the CIPP process by attending this 8-hour course in Schaumburg.
Cost to attend: $300/early and $400/regular. Includes attendance to the course, course handouts, and a Continuing Education Unit certifi cate issued by Louisiana Tech University. 6.5 PDHs or 0.65 CEUs
NASTT’s Laterals Rehabilitation & Replacement Good Practices CourseDescription: Millions of sewer laterals – portions of sewer networks that connect individual properties to the public sewer network – exist through-out the United States and elsewhere. Many laterals have not been main-tained and as a result, allow signifi cant amount of infl ow and infi ltration (I/I) into sewer systems, which can lead to sanitary sewer overfl ows, increased costs and damage. Consequently, there is a compelling need to solve I/I problems of sewer laterals.
Cost to attend: $300/early and $400/regular. Includes attendance to the course, course handouts, and a Continuing Education Unit certifi cate issued by Louisiana Tech University. 6.5 PDHs or 0.65 CEUs
HDD Consortium Horizontal Directional Drilling Good Practices Guidelines CourseDescription: If you have horizontal directional drilling questions or concerns, then we have the answers for you! The HDD Good Practices Guidelines Course presents a unique opportunity for you to learn the key elements of a successful HDD project from planning to job completion, as well as to meet with a number of HDD specialists in the fi eld who can help answer your questions and concerns not outlined in the course agenda.
Cost to attend: $400/early and $500/regular. Includes attendance to the course, course handouts, and a Continuing Education Unit certifi cate issued by Louisiana Tech University. Participants will receive a complimentary copy of the course manuals. 6.5 PDHs or 0.65 CEUs
NASTT’s Pipe Bursting Good Practices CourseDescription: Pipe bursting is the perfect no-dig process to replace an existing line with a completely new, larger pipe – without excavating.
This construction technique is recognized as one of the only methods of trenchless rehabilitation that replaces an existing line with a com-pletely new pipe, providing a total pipe replacement and allows for the replacement of an existing pipe with a new line of equal or larger diameter – to maintain or increase flow capabilities. Learn more about the benefits of the pipe bursting method by attending this 8-hour course in Schaumburg.
Cost to attend: $300/early and $400/regular. Includes attendance to the course, course handouts, and a Continuing Education Unit certifi cate issued by Louisiana Tech University. Participants will receive a complimentary copy of the course manuals. 6.5 PDHs or 0.65 CEUs
NASTT’s New Installation Methods Good Practices: Application of Grade and Alignment Control and GuidanceDescription: The New Installation Methods Course addresses trenchless methods commonly used to install new pipe and casing. These methods include: (1) auger boring; (2) pipe ramming; (3) pipe jacking; and (4) the pilot tube method. Examples and case studies will be presented to assist attendees in determining which method is preferable to use under various project conditions and requirements.
Cost to attend: $300/early and $400/regular. Includes attendance to the course, course handouts, and a Continuing Education Unit certifi cate issued by Louisiana Tech University. 6.5 PDHs or 0.65 CEUs
NASSCO PACP Trainer Recertifi cationThis class is for current PACP trainers who have not met the requirements to be automatically recertifi ed. This one day class will ensure the trainer is able to correctly arrange for, conduct and complete PACP classes. Registra-tion for this course is not a guarantee until you receive approval from NASSCO. Cost to attend: no charge.
NASSCO PACP Trainer UpgradeThis class is for PACP Users who have been certifi ed for at least 6 months. This one day class will prepare the student to arrange, conduct and complete PACP classes. Registration for this course is not a guaran-tee until you receive approval from NASSCO. Cost to attend: $500.
NASSCO Pipeline Assessment and Certifi cation Program – Including ManholesThis two day comprehensive training program will demonstrate to munici-palities, engineers and contractors the benefi ts and impact of PACP, which provides standardization for the inspection industry. The training and certifi cation of operators, technicians and engineers on understanding and implementing the PACP coding system is critical to the standardiza-tion process. Cost to attend: $750.
Pre-/Post-Conference Seminars
Continuing Education Units (CEUs) and Professional Development Hours (PDHs)
NASTT in conjunction with Louisiana Tech University will award one CEU/ten PDHs for every ten hours of 5-track technical paper participation. CEUs/PDHs will also be awarded for the Introduction to Trenchless Technology Short Course, the Pipe Bursting Good Prac-tices Course, the Lateral Rehabilitation & Replacement Good Practices Course, the Cured-In-Place Pipe Good Practices Course, the HDD Good Practices Guidelines Course, and the New Installations Methods Course. To be eligible to receive CEU’s, you must (1) make sure your name badge is scanned upon entering and leaving each conference session, (2) complete an evaluation form for each session attended, and (3) register to attend the No-Dig Conference sessions and/or register as a full conference exhibitor.
9
2010 No-Dig ShowRenaissance Schaumburg Hotel and Convention Center, Chicago, IL
Company Name .......................................... Booth #3M ............................................................. 802Air- spade a division of Guardair Corp......... 625Akkerman Inc ............. 607American Augers ........................................ 517AMERICAN Ductile Iron Pipe ...................... 609Ameron International ................................. 613AOC Resins ...................... 514AP/M Permaform ....................................... 103Aqua-Pipe ........................... 401Aries Industries Inc ..................................... 515Avanti International ................................... 102Baroid Industrial Drilling Products ............. 616CertainTeed Corp ........................................ 723CIPP Corp.................................................... 332Composites One ......................................... 208Control Chemical Corp ................................ 108Cosmic Tophat LLC ...................................... 411Cretex Speaciality Products ........................ 535CUES ........................................................... 409Danby LLC .................................................. 221de neef Construction Chemicals ................. 200Digital Control Inc ...................................... 204Direct Horizontal Drilling Inc ...................... 822Ditch Witch ................................................. 507Duke’s Root Control Inc ............................... 101
Echologies Engineering Inc ........................ 611Envirosight ................................................. 705Fibrwrap Construction................................ 626FORMADRAIN Inc........................................ 311Gabe’s Construction .................................... 619GLSA .......................................................... 835Godwin Pumps ........................................... 707Hammer Head An Earth Tool Co .................. 201Hauser Laboratoris A Division of Microbac Labroatories Inc .......................... 413HDD Broker Inc ........................................... 336Herrenknecht Corp ..................................... 522HTS Inc Consultants .................................... 615Icon Equipment Distributors Inc ................. 412Inliner Technologies ................................... 612Insituform Technologies Inc........................ 306Interplastic Corp ......................................... 407ISTT ............................................................ 725Jack Control AG ........................................... 420Jack Doheny Supplies & Rentals Inc............ 415Kwik-Zip Ltd ............................................... 736LIGHTSTREAM ............................................ 621LMK ............................................................ 113Logiball Inc................................................. 518Magnum Venus Plastech ............................ 109MainLine BackFlow Products (USA) Inc ...... 228
MaxLiner LLC .............................................. 510Mears Group Inc ......................................... 418Michels Corp ............................................... 601Midwest Mole Inc ....................................... 706Miller Pipeline Corp .................................... 313Mission Clay Products/ No-Dig ................... 617MTC ............................................................ 712NASSCO ...................................................... 328NASTT ........................................................ 408National Liner LLC ...................................... 718Pacifi c Multilining ...................................... 722Performance Pipe ....................................... 319Perma-liner Industries Inc .......................... 713PipeMedic by QuakeWrap Inc ..................... 310Pressure Pipe Inspection Co ........................ 419Pure Technologies ...................................... 701Rain for Rent .............................................. 307Rapid View IbAK North America ................. 125Raven Lining Systems ................................ 111Reline America Inc ..................................... 301Ritmo America LLC ..................................... 423RS Technik .................................................. 526S & B Technical Products ............................. 527SAERTEX multicom GmbH .......................... 205Sauereisen ................................................. 636Schauenburg MAB GmBH ........................... 422
SealGuard Inc ............................................. 801Sekisui SPR Americas LLC ........................... 104Sewervue Technology Corp ........................ 608Spectrashield Liner Systems ....................... 520Sprayroq Inc ............................................... 813Starline TT/ Gas Technology Institute ......... 227Structural Preservation Systems ................. 321Technical Toolboxes .................................... 222Terre Hill Composites Inc ............................ 417The Robbins Co ........................................... 525Thompson Pump ........................................ 716Trenchless International Magazine ............. 727Trenchless Technology Magazine/ Benjamin Media Inc ................................... 710TT Technologies .......................................... 501U.S. Pipe & Foundry Co LLC ......................... 235Ultraliner Inc .............................................. 800Underground Construction ......................... 110Underground Solutions .............................. 511Underground Tools Inc (UTI) ....................... 317Universal HDD ............................................ 429Vac-Tron Equipment LLC ............................. 107Vermeer Corp ............................................ 201Water Enviroment Federation .................... 714Wyo-ben Inc ............................................... 804
*As of 1/26/10
Monday, May 3 – AM Sessions
Time Paper ID Industry Segment Paper Title Author(s) Description
Track 1: Challenging HDD Case Histories Session Leader: Jason Lueke, Arizona State University
9:30 AM A-1-01 Water Nuts¸ Bolts and HDD: A Tough Job at
a Tough Location - Crossing the Cape
Fear River
Dick Conolly, Black & Veatch; Paul Headland, Black &
Veatch; and Jim Flechtner, Cape Fear Public Utilities
Authority
This paper describes the replacement of a 30-in. raw water line crossing the Cape Fear River in
an environmentally sensitive area using a two drill approach, and state-of-the art drilling fl uid
handling techniques to install 2,415-ft. of 36-in. HDPE pipe.
9:55 AM A-1-02 Gas HDD Crossing Under Environmen-
tally Sensitive Slough: Mitigation of
Hydrofracture Risk
Kathryn Wallin, Bennett Trenchless Engineers and Matthew
Wallin, Bennett Trenchless Engineerss
This paper describes the redesign of an HDD crossing in Eureka¸ CA that had been attempted and
halted due to hydrofracture in an environmentally sensitive area.
10:20 AM A-1-03 Water/Wastewater Threading the Needle: Replacing a
Failed Sewer River Crossing Under an
Accelerated Timeframe
Michael Katz¸ P.E. and Jack Myers¸ P.E., Stantec
Consulting Services
This paper presents an overview of the Burlington¸ Vermont, Inverted Siphon Sewer Replacement
project, including the steps taken to complete the project under an accelerated timeframe, the
many challenges encountered and the lessons learned.
10:45 AM A-1-04 Wastewater Ocean Outfall Presents Challenges to
HDD Construction
Laura Wetter, Staheli Trenchless Consultants and
Kristine McCaff rey, Calleguas Municipal Water District
This paper describes the installation of a challenging ocean outfall and details the events and
responses that were encountered during construction management.
11:10 AM A-1-05 Water Deep Inclined Water Intake Shafts David Jurich, Hatch Mott MacDonald; Albert Ruiz, Hatch
Mott MacDonald; and Guy Leary, Salt River Project
This paper discusses the drilling of deep large diameter inclined shafts through highly fractured and
abrasive sandstone in a small construction site with an extremely small target zone and numerous
environmental constraints.
Track 2: Asset Management Session Leader: Jack Burnam, CH2M Hill
9:30 AM A-2-01 Wastewater New Optimization Tools to Evaluate
Cost-Eff ectiveness of I/I Removal
Richard E. Nelson, Tim Coleman and Vinta Varghese,
CH2M HILL and Dan Ott, Johnson County Wastewater
This paper describes the use of genetic algorithm techniques to improve the determination of
cost-eff ective I/I removal.
9:55 AM A-2-02 Water Viability Evaluation of Fiber Optics for
Monitoring PCP
Roberto Mascarenhas, Xiangjie Kong and Allison Psutka,
Pressure Pipe Inspection Company
This paper evaluates the installation¸ sensitivity and cost-effi ciency of a fi ber optics system in order
to determine its viability for monitoring wire-related events in PCP.
10:20 AM A-2-03 Wastewater The Role of Preventative Maintenance
in Establishing an Asset Management
Program
John Fletcher, Duke’s Root Control and Darryl Macy,
Macon Water Authority
This paper evaluates fl aws in historical standard operational procedures as they relate to preventa-
tive maintenance, as well as disussing the changes necessary in our understanding of the long-term
eff ects of establishing true preventative maintenance programs.
10:45 AM A-2-04 Wastewater Application of Robotics in Diagnostic
Analysis of Large Diameter Pipelines
Wayne K. Hunter ̧P.E., Espey Consultants ̧Inc.; William Bart
Hines ̧P.E., Trinity River Authority of Texas; Darryl Corbin ̧P.E.,
Carollo Engineers; and Wendy Martinez, CH2M Hill
This paper describes the considerations for selecting diagnoastic tools for evaluating large diamter
wastewater pipelines and the results of such a selected tool on a 17¸000-lf, 96-in. diameter pipeline.
11:10 AM A-2-05 Wastewater I Have My Pipe and Manhole Condition
Data: Now What?
Richard E. Nelson, Vinta Varghese and Reggie Rowe,
CH2M Hill
This paper focuses on the analysis of condition data for wastewater collection systems including
manholes¸ main sewer lines and building laterals.
Track 3: Lining Materials, Methods & Installation Session Leader: Jennifer Glynn, RMC Water & Environment
9:30 AM A-3-01 Water A Look at Carbon Fiber Reinforced Polymer
(CFRP) as a Long-term Repair Solution
Bill Sleeper, Metropolitan Water District of Southern
California. and Scott Arnold, Fyfe Co. LLC
This paper reports on the results of studies of the CFRP system and its long-term durability perfor-
mance in water immersion environments.
9:55 AM A-3-02 Water/Wastewater Lining Methodology Proves to Be
Variable Option for Failing Triple
Barrell Outfall
Asif Bhatti, Colt Odeh and Avinash Rachmale, Lakeshore
Group; and R. Shukla, Detroit Water and Sewerage
Department (DWSD)
This paper describes the slipine installation of the Summit Outfall structure in Detroit using HOBAS
Centrifugal Cast Fiberglass Reinforced Polymer Mortar pipes (CCFRPM).
10:20 AM A-3-03 Water Repair of The Main Pipeline using a
Fiber Reinforced Polymer (FRP) Liner at
the El Encanto Hidroelectric Plant
Mo Ehsani¸ Ph.D.¸ P.E.¸ S.E. and Carlos Pena¸ M.S.¸ P.E.,
QuakeWrap¸ Inc.
This paper describes the implementation of a repair procedure using an FRP liner to address signifi -
cant leak problems¸ crack control and potential corrosion of main reinforcent of a 7-ft diameter and
5,742-ft long RC pipeline that conducts river water to the turbines of a hydroelectric plant.
10:45 AM A-3-04 Water/Wastewater Lynnwood Sanitary and Storm Trunk
Upgrade
Ken Chua, City of Edmonton and David Yue,
Sameng Inc.
This paper describes the innovative construction methods used to upgrade the 780-m, $10 million
Lynnwood Sanitary and Storm Trunk and to minimize disruption of an environmentally sensitive
area, as well as to reduce the time for construction.
11:10 AM A-3-05 Wastewater Rehibilitation of Mexico City’s Sewer
Tunnels 200 ft below the City Using
Ameron’s T-Hab Method
Bob Fisher, Ameron International¸ PLD This paper describes the structural rehabilitation of sewerage tunnel systems 200 ft deep under
Mexico City using Ameron International’s T-Hab method to provide a newly relined system that will
last another 100 years.
Track 4: Sewer Rehabilitation Session Leader: George Kurz, Barge Waggoner Sumner & Cannon
9:30 AM A-4-01 Wastewater Trenchless Reconstruction of 60-in.
Pressure Sewer
Kelly Odell and Michael Krosnosky, Michels Pipe
Services
The paper discusses the challenges of rehabilitating 60-in. cast iron pressure sewer including
wastewater diversion¸ traffi c control¸ access shafts to the pipeline¸ installation of the liner and
closure of the pipeline.
9:55 AM A-4-02 Wastewater Rehab of 100-Year-Old Large Size
Circular and Non-Circular Sewers
Michael I. Spero¸ P.E., Boyer¸ Inc. and Datta Shirodkar,
Boyer¸ Inc.
This paper presents a case history of the structural rehabilitation and lining of 16,000 ft of 100-year-
old very large size brick circular and monolithic concrete non-circular sewers in Washington, D.C.
10:20 AM A-4-03 Wastewater GRP Panel Lining of a Brick Trunk
Sewer in the City of Hamilton, Ontario,
Canada
Erika Waite, City of Hamilton; Derek Potvin, Robinson
Consultants Inc.; and Jeff Harris, City of Hamilton
This paper presents a review of the Barton Street brick trunk sewer conditions¸ project scope¸
implementation of GRP panel lining in the sewer¸ the diffi culties encountered over the course of
work and the solutions obtained to complete this successful GRP panel lining project.
10:45 AM A-4-04 Wastewater Important Design and Construction
Consideratons for Rehabilitation of
Small Diameter Gravity Sewers:
Jeff Kalani, James Kwong, Clemence Padeken and Keko
Tam, Yogi Kwong Engineers¸ LLC
This paper presents the recent rehabilitation of 10¸000 lf of 6-in. diameter gravity sewers on
an urban hillside in Honolulu, which revealed numerous design and construction challenges
that appeared unique to rehabilitation of such small diameter sewers compared to larger
diameter sewers.
11:10 AM A-4-05 Wastewater The Criterions of Urgency of Sewerline
Rehabilitation
Kuliczkowski Andrzej, Kuliczkowska Emilia and Kubicka
Urszula, Kielce University of Technology
The paper describes the criterions of assessment of technical condition of sewers.
Track 5: Pipe Ramming & Jacking Session Leader: Matt Pease, Staheli Trenchless Consultants
9:30 AM A-5-01 Wastewater On-grade Installation of Sanitary
Sewers in Baton Rouge¸ La., Using a
Unique Trenchless Vacuum
Samuel T. Ariaratnam¸ Ph.D.¸ P.E., Arizona State
University; Stuart Harrison, Drillit International Pty Ltd;
and John Milligan, Vermeer Corp.
This paper describes an innovative method for installing critical grade sanitary sewers using
trenchless vacuum boring.
9:55 AM A-5-02 Water Sugarloaf Pipeline: Design and
Construction of the KP41 Tunnel and
Goulburn River Pump Station
Marcus Weeks, GHD and Sam Jones, JHG This paper focuses on design and construction issues associated with the following major components
of the Sugarloaf Pipeline Project: KP41 Tunnel 828-m long pipejack tunnel, Goulburn River Pump
Station (GRPS) temporary works¸ method of excavation and support in technically challenging
geotechnical conditions
10:20 AM A-5-03 Gas Advances in Small Diameter Pipe
Splitting Technology
Collins Orton, TT Technologies This paper describes new trenchless techniques that are being developed through various partnerships
to provide gas and water utilities with economical solutions for small-diameter service replacement.
10:45 AM A-5-04 Gas Pipe Ramming for Oil and Gas Pipeline
Applications
Collins Orton, TT Technologies This paper provides an overview of the various pipe ramming techniques pipeliners are utilizing for
the installation of oil and natural gas pipelines throughout North America.
11:10 AM A-5-05 Water/Wastewater Tunneling and Pipe Ramming as a
Culvert Replacement Method
Craig Camp and Glenn Boyce, Jacobs Associates This paper discusses the advantages and design issues of using tunneling and pipe ramming as
culvert replacement methods.
10
Monday, May 3 – PM Sessions
Time Paper ID Industry Segment Paper Title Author(s) Description
Track 1: HDD Session Leader: James Murphy, Colt Worley Parsons
3:45 PM B-1-01 Water/Wastewater 10 Myths Regarding Installation of
Underground Power Transmission Lines
with Trenchless Construction Methods
Brian Dorwart, P.E., P.G., Brierley Associates This paper presents myths and lessons learned from multiple anonymous case studies regarding
successful and failed installations of underground power transmission cables installed by trenchless
methods.
4:10 PM B-1-02 Water/Wastewater New Pipe Thruster Technology En-
hances Trenchless Technology Options
D. Paul Bearden, Jr., GeoEngineers, Inc. and Dr. Gerhard
Lang, Herrenknecht, AG
This papers presents the newly developed pipe thruster, which adds another tool to both the engineering and
construction contractor’s toolboxes.
4:35 PM B-1-03 Gas Large-Diameter HDD Assist Leads to
Successful HDD Crossing of the Gila
River¸ Phoenix
Collins Orton, TT Technologies This paper describes the 4,003 ft HDD crossing of Gila River using 137 ft, 60 in diameter Conductor
Barrel installation to aid HDD pilot bore and pullback.
5:00 PM B-1-04 Water Nokomis¸ Fla., Water Mains David W. McAnaney¸ P.E., Stantec Consulting This paper describes the cost-savings through competitive bidding alternative installation
procedures for water mains. Through the execution of four water main installation contracts¸
defi nable savings were achieved using HDD technology that achieved construction completion well
ahead of schedule.
Track 2: Condition Assessment Session Leader: Frank Badinski, York Region, Ontario, Canada
3:45 PM B-2-01 Wastewater Pump Station Patterns During Extreme
Weather Reveal Areas of Excessive
Infi ltration and Infl ow
Jim Peters, Brown and Caldwell and Migdalia Hernan-
dez, City of Sanford¸ Fla.
This paper discusses the results of studies conducted by the City of Sanford to investigate the
impacts of Tropical Storm Fay on the sanitary sewer system.
4:10 PM B-2-02 Wastewater Leak and Gas Pocket Detection Survey
for a Large-Diameter Force Main in the
City of San Jose, Calif.
Phillip Lee, City of San Jose; Derek Wurst, V&A; and
Myron Shenkiryk, Pure Technologies
This paper describes a condition assesment project for a critical waste water force main using an
acoustic survey to determine the location of leaks and gas pockets.
4:35 PM B-2-03 Wastewater Los Angeles County Sanitary Sewer
Condition Assessment
Robert Swartz¸ P.E., Fernando Villaluna¸ P.E. and
Kari Eskridge, Los Angeles County Department of
Public Works
This paper highlights the success of a condition assessment program developed as an eff ective
management approach for reducing sanitary sewage overfl ows utilizing CCTV inspection protocols
and responsive maintenance actions.
5:00 PM B-2-04 Wastewater Condition Assessment and Prioritization
of Sanitary Sewer Rehabilitation Tech-
niques in the City of Miami Beach, Fla.
Dornelle Thomas, John Schroeder¸ P.E.¸ BCEE and Jason
Johnson¸ P.E., CDM
This paper discusses the existing conditions of the City of Miami Beach sanitary sewer system¸
the identifi cation of potential sources of I/I and the prioritization strategy for immediate repairs¸
rehabilitation¸ replacement¸ inspection and maintenance to reduce I/I.
Track 3: CIPP Lining Session Leader: Kaleel Rahaim, Interplastic Corp.
3:45 PM B-3-01 Gas Evolution of Cured-In-Place (CIPP)
Lining
Mario Carbone, Progressive Pipeline Management This paper describes the never-ending evolution of CIPP lining from its conception to current state
with an emphasis on future developments and how these developments have been driven by the
gas utilities and the need to provide a one-day service to the gas customer.
4:10 PM B-3-02 Wastewater Pressure Pipe Rehabilitation Beneath a
Sewage Treatment Facility
Andrew Fulford, Insituform Technologies This paper describes the rehabilitation of a Sewage Treatment Plant in Grand Junction, Colo., using a
new CIPP solution for pressurized pipelines.
4:35 PM B-3-03 Other Factors Aff ecting the Quality of
Flexural Properties from CIPP Field
Samples
Tony Araujo, Sujany Sabeshan and Bruce Yao, Paragon
Systems
This paper describes the ASTM D790 test method that is used to determine fl exural strength and
modulus and examines the sources of variation that exist from specimen preparation techniques as
opposed to CIPP sampling techniques.
5:00 PM B-3-04 Wastewater Local Ordinances Dictate Lateral
Renewal Technologies
Larry Kiest Jr., LMK Enterprises¸ Inc. This paper discusses new technologies for sealing sewer service connections in combination with
sewer service lining while requiring no excavation, yet working within the cities local ordinances.
Track 4: Pipe Bursting Session Leader: Alan Atalah, Ph.D., Bowling Green State University
3:45 PM B-4-01 Stormwater Alternative Construction Techniques in
Glen Ellyn, Ill., Minimize Neighborhood
Disruption
Catherine Morley, P.E., RJN Group and Jeff rey D. Perrigo,
Village of Glen Ellyn, Illinois
This paper discusses the upsizing of storm sewers 17 ft deep in a parkway using the combination
of no-dig construction techniques to minimize disruption in a residential neighborhood with two
adjacent schools and to prevent the removal of mature trees.
4:10 PM B-4-02 Wastewater Trenchless Replacement of Sliplined
and CIPP Lined Pipes on Malmstrom
Air Force Base
Alan Goodman, HammerHead¸ an Earth Tool Company;
Guy Huestis, Falls Construction and Engineering; and
Author TBD, Malmstrom Air Force Base
This paper reviews the process and challenges related to replacing sliplined and CIPP lined pipe with
the pipe bursting method.
4:35 PM B-4-03 Water City of Billings, Mont., Uses Pipe Bursting to
Broaden Its Asset Management Toolbox
Richard (Bo) Botteicher, Underground Solutions¸ Inc. and
Kent Lustig, City of Billings¸ Mont.¸ Dept of Public Works
This paper illustrates how the City of Billings, Mont. utilized pipe bursitng operations to rehabilitate
its potable water system.
5:00 PM B-4-04 Wastewater Large Diameter Static Pipe Bursting
Solution for Replacement of Lined¸
Large Diameter Ductile Iron Force Main
Collins Orton, TT Technologies This paper discusses the replacement and upsize of a 20-in. ductile iron force main using static pipe
bursting with the existing liner still in place.
Track 5: Microtunneling Session Leader: Don Del Nero, CH2M Hill
3:45 PM B-5-01 Wastewater 20 Years of Perspective: Design and
Construction Professional’s Views on
Improving Microtunneling
Matthew Wallins and David Bennett, Bennett Trench-
less Engineers
This paper examines common design and construction details on microtunneling projects from the
perspective of both the engineer and the contractor.
4:10 PM B-5-02 Wastewater Grade Control for Microtunnels in Very
Soft Soils
Mark Havekost, Glenn Boyce and Craig Camp, Jacobs
Associates
This paper discusses the various methods available and evaluates their eff ectiveness in controlling
grade in very low blow count soils.
4:35 PM B-5-03 Other New Navigation System for Microtun-
nelling and Pipe Jacking
Alexander Seilert, VMT GmbH and Sascha Schneid,
VMT GmbH
This paper discusses a new navigation concept designed for the 3D-determination of TBM position
in curved and/or straight microtunnelling and pipe jacking.
5:00 PM B-5-04 Gas Realization of Curvilinear Microtunnel
in Italy: Selection Criteria and
Experiences
Ugo Lazzarini, SNAM RETE GAS SPA; Antonio
Guerini, ICOP SPA; Giorgia Cecconi and Giuliano Ciaroni,
ENERECO SPA
This paper describes the technology of curvilinear microtunnel, which is a highly utilized method in
Italy for steel pipeline installation to overcome obstacles and particular areas.
Tuesday, May 4 – AM Sessions (1st Session)
Track 1: Gas Cross Bore Elimination Session Leader: Mark Bruce, Can Clay Corp.
8:00 AM C-1-01 Gas Mapping the Underground Infrastruc-
ture: Leveraging GPS Technology to
Locate and Identify problems
Joe Purtell, Cues¸ Inc. This paper illustrates a successful pilot project that incorporated the combined technologies of electro-
magnetic sonde¸ GPS¸ CCTV Video and GIS in Lexington¸ Ky. The software and hardware combination
generated output that can directly be imported into GIS-based systems for current and future use.
8:25 AM C-1-02 Gas Cross Bore Prevention: A Canadian
Utility Perspective
Jason Samara, Enbridge Gas Distribution Inc. This paper discusses what crossbores are and the considerations that should be taken when installing
gas lines in the vicinity of sewer laterals, as well as the investigation of existing gas line installations.
8:50 AM C-1-03 Other Public and Employee Safety Enhanced
by Construction Risk
Mike Kemper, NPL Construction Co. This paper discusses techniques that have revolutionized the way utilities are installated, which have
allowed for increased safety of employees, utility industry workers and the general public.
9:15 AM C-1-04 Gas Preventing Crossbores: An Overview of
Vectren’s Policy
Jennifer Fisher, Vectren Utility Holdings, Inc. This paper presents a case study of the expanding recognition of the impact of cross bores, the
building of successful processes, planning for projects to high levels of confi dence and implementa-
tion of techniques that have proven to protect the public and industry employees.
11
Tuesday, May 4 – AM Sessions (1st Session)
Time Paper ID Industry Segment Paper Title Author(s) Description
Track 1: Gas Cross Bore Elimination Session Leader: Mark Bruce, Can Clay Corp.
9:40 AM C-1-05 Gas Planning and Execution of Bore Cross
Elimination Projects
Danny Hixon, Hydromax USA This paper identifi es key elements for project planning, including pre-construction location and post
verifi cation and discusses new technologies such as GPS and GIS integration which provide better
data¸ ability to store and recover data and instill higher levels of confi dence.
Track 2: Condition Assessment Session Leader: John Schroeder, CDM
8:00 AM C-2-01 Water In-Service Assessment of Metallic
Mains
Kevin Laven, Xiangjie Kong and Cliff Jones, Pressure
Pipe Inspection Company
This paper outlines two approaches available for condition assessment of metallic mains while they
remain in-service.
8:25 AM C-2-02 Wastewater Locating and Quantifying Infl ow
and Infi ltration (I/I) Using Field Data
and GIS
Marc A. Lehmann¸ P.E., CDM; John P. Schroeder¸ P.E.¸
BCEE, CDM; and Tim Fallara¸ P.E., City of Columbus
This paper describes how to understand and quantify I/I fl ows and volumes using fi eld investiga-
tions including sewer inspection data in NASSCO PACP© format.¸ fl ow monitoring data¸ dye
testing¸ hydraulic modeling data¸ residential complaint records¸ and surface feature data¸ offi ce
evaluations and GIS-based tools.
8:50 AM C-2-03 Water A New Survey Method to Non-destruc-
tively Assess Pipe Wall Condition and
System Leakage
Marc Bracken¸ M.A.Sc.¸ P.Eng., Echologics Engineering
Inc.
This paper describes a new non-intrusive¸ non-disruptive approach to leak detection and condition
assessment using acoustic technology for water distribution and force main pipe networks.
9:15 AM C-2-04 Water Birmingham Finds Low Pressure
Leak on Large Diameter Concrete
Cylinder Pipe
Geoff Goodwin, Birmingham Water Works Board and
Chris Carroll, Pure Technologies US
This paper describes how the Birmingham Water Works Board initiated a project to furnish leak
detection of over 4¸000 lf of a portion of the 36-in. watermain located within the main service area
and to identify any locations where the main may be leaking.
9:40 AM C-2-05 Water/Wastewater Smoke and Mirrors: Which Water Pipe
Condition Assessment Techniques Work
Philip Ferguson, Tyco Flow Control This paper discusses condition assessment techniques used in Australia and Asia during
the past 10 years and include: intelligent pigging¸ soil testing and hand-held NDT wall
thickness technologies.
Track 3: Water Main Rehabilitation Session Leader: Piero Salvo, GENIVAR
8:00 AM C-3-01 Water Victoria Leads the Way in Steel
Watermain Rehabilitation
Bruce Kerr, City of Victoria; Marek Pawlowski, M. J. Pawlowski
and Associates; Ken Foster and George Bontus, Insituform
Technologies Ltd
This paper describes the evolution and implementation of a watermain rehabilitation project using
close-fi t HDPE liner utilizing a modifi ed sliplining approach.
8:25 AM C-3-02 Water Challenges in Rehabilitating a Large
Diameter Transmission Main
Jeff Twardzik, Philadelphia Water Department This paper discusses the rehabilitation of 30-in. diameter steel transmission main using a trenchless
structural epoxy NSF 61 liner for potable water.
8:50 AM C-3-03 Water Study Results From Various Cities Indi-
cating the Benefi ts of Implementing a
Structural Water Main Rehabilitation
Isabel Tardif, CERIU and Joe Loiacono, Sanexen This paper discusses the results obtained from a study analyzing benefi ts of implementing a
structural water main rehabilitation program.
9:15 AM C-3-04 Water The NY Madison Avenue Trenchless
Watermain Rehabilitation Project: Site
Observations and Lessons Learned
IIan Juran and Robert Zlokovitz, Urban Utility
Center, Polytechnic Institute of NYU;
Simon Sauberman and Dino Ng, NYC Department
of Design and Construction
This paper describes the planning considerations¸ site observations and lessons learned from the
trenchless rehabilitation of the existing 48-in. diameter cast iron transmission water main between
39th and 76th Street on Madison Avenue in New York City.
9:40 AM C-3-05 Water Trenchless Technology in a Developing
Economy
Jeff Kabagambe, Kiiza National Water and Sewerage
Corp.
This paper discusses the need for trenchless technology in developing economies by creating
partnerships between local construction companies and those in Europe and America.
Track 4: Sewer Rehabilitation Session Leader: Collins Orton, TT Technologies, Inc.
8:00 AM C-4-01 Wastewater Small Diameter Sewer Rehabilitation:
Experiences with Fiberglass UV-Cured
Technology
Barbara Melcher, CDM This paper summarizes experiences with fi berglass UV-cured technology for rehabilitation of
small-diameter gravity sewers.
8:25 AM C-4-02 Wastewater Decatur, Ill., Force-Main Project:
Identifying Multiple Solutions for
One Project
Jeff Schell and Gary Penrod, Insituform Technologies¸
Inc.
This paper describes how the Sanitary District of Decatur¸ Ill. experienced corrosion and decomposi-
tion in over 17¸200-ft of 8-in. sewer force mains and installed HDPE and CIPP to address the
problem with the least disruption.
8:50 AM C-4-03 Wastewater Rehabilitation of Lents Trunk Sewer
Outfall to a Storage Facility
Greg Humm, West Yost Associates and Mark Havekost,
Jacobs Associates
This paper describes a program to control CSO discharges that determined the most cost-eff ective
choice was the construction of a pump station and conversion of the existing outfall pipe to a
storage facility.
9:15 AM C-4-04 Wastewater Construction of Non-Circular Sewer
Rehabilitation Projects in Los Angeles
Brad Jenson, Yasmin Hafeez, Yoon Cho and Ed Gobaton,
Bureau of Engineering¸ City of Los Angeles
This paper discusses the methods and materials selected for the rehabilitation of two non-
circular sewers in Los Angeles, as well as the lessons learned during the initial phases of the
construction projects.
9:40 AM C-4-05 Wastewater Gordon Avenue Sanitary Trunk Sewer
and Langarth Street Sanitary Trunk
Sewer Rehabilitation Project
Paul Bruyns¸ P.Eng., Dillon Consulting Ltd. and Ashley
Rammeloo¸ P.Eng., City of London¸ Environmental and
Eng. Services
This paper describes a case study on how unique environmental¸ design¸ construction and
public consultation issues were successfully integrated to complete a rehabilitation project on a
sanitary trunk sewer plagued with high levels of hydrogen sulphide gas and severe corrosion of
the infrastructure.
Track 5: Tunneling Session Leader: Glenn Boyce, Ph.D., P.E., Jacobs Associates
8:00 AM C-5-01 Water Tunneling in Variable Rock Conditions:
Flexibilty Is Key
Tracy Lyman and Raymond Henn, Lyman Henn¸ Inc.;
and Steve Schebler, City of Phoenix
This paper describes the subsurface explorations and design process for a water pipeline tunnel in
highly variable weathered granite.
8:25 AM C-5-02 Wastewater Challenges Encountered and Lessons
Learned on a Small-Diameter EPB
Tunnel in a Mixed Face Ground
Lee Roesner, Mladen Buntich Construction; Rajni Patel,
City of Los Angeles; and King So, Jacobs Engineering
This paper details the challenges associated with the design and application of the tunnel machine
during construction of this project and challenges encountered on a small-diameter EPB Tunnel in a
mixed phase ground conditions on a City of Los Angeles Sewer project.
8:50 AM C-5-03 Wastewater Subsurface Alignment Considerations
for Routing a Deep Tunnel in an Urban
Environment
Alexander Varas, AECOM; John Morgan, City of
Indianapolis¸ DPW; Scott Ritter, AECOM; and Kyuho
Cho, PB Americas
This paper discusses the challenges surrounding the selection of a route for an 18-ft diameter, 200-ft
deep tunnel in Indianapolis.
9:15 AM C-5-04 Wastewater Benefi ts and Challenges of Long
Distance, Small Diameter Tunneling
Tom Fuerst, The Robbins Company This paper will discuss a new iteration and setup of a self-propelled trenchless boring machine for
use in both hard rock and mixed ground conditions.
9:40 AM C-5-05 Gas Paper to be Determined
Tuesday, May 4 – AM Sessions (2nd Session)
Track 1: Session Title TBD Session Leader: Kim Staheli, Staheli Trenchless Consultants
10:20 AM D-1-01 Other New Technologies Build on Current
Success for Utility Location and Bore
Cross Elimination
Mark Wallbom, Underground Imaging Technologies¸ Inc. This paper describes the current and in-development means and methods used to locate intersected
lines in non-pressurized pipes.
10:45 AM D-1-02 Other Drilling with Ltd. Geotechnical When Is
it Reasonable: A Tale of Two Drills
James Murphy and Worley Parsons; and Rob Michel,
StatOil Hydro
This paper describes when it might be acceptable to carry out an HDD with Ltd. geotechnical
investigation and report based on case histories of two HDD projects.
12
Tuesday, May 4 – AM Sessions (2nd Session)
Time Paper ID Industry Segment Paper Title Author(s) Description
Track 1: Session Title TBD Session Leader: Kim Staheli, Staheli Trenchless Consultants
11:10 AM D-1-03 Wastewater Photogrammetric Methods for Quality
Control of Trenchless Construction Projects
Jason S. Lueke and Samuel T. Ariaratnam, Arizona
State Universtity
This paper discusses the application of photogrammetric methods as a means to provide quality
control during the installation and replacement of utilities using trenchless construction techniques.
11:35 AM D-1-04 Water/Wastewater Cold Weather Installation of Fusible
PVC Using Horizontal Directional
Drilling
Lisa Lim, City of Edmonton; Arbind Mainali, City of
Edmonton; Randall Sonnenberg, Stantec Consulting
Ltd.; and Leo Rodrigue, Eveready Directional Boring
This paper examines the challenges that were encountered during the construction of a City of Ed-
monton project related to cold weather installation¸ signifi cant grade changes and the installation
of connections and valves for a fi rst-time implementation of a fusible PVC pipe water system.
Track 2: Asset Management Session Leader: David Crowder, R.V. Anderson Associates Ltd.
10:20 AM D-2-01 Gas Variable Geometry Crawler T. Mark Andraka, PECO Energy Company This paper describes elements of the live internal inspection process¸ whose overall impact will
prove to have a major impact on the gas industry.
10:45 AM D-2-02 Wastewater City of Montreal, Canada, Collector
Sewer Monitoring and Major Watermain
Leak Detection using CCTV/Sonar
Normand Hachey¸ ing., City of Montreal; Piero Salvo¸
P. Eng.,¸ M. Eng., GENIVAR; and Mark Andrews¸ P. Eng.,
Andrews Infrastructure
This paper presents the fi ndings in the City of Montreal of an inspection technique that combines CCTV/
Sonar equipment and used to obtain valuable information in both sewer collector systems¸ with high
fl ows and to identify the existance of watermain leaks in the vicinity of the inspected pipes.
11:10 AM D-2-03 Wastewater A Practical Approach to the Inspection
and Rehabiltation of a Deep¸ High-
fl owing Large-Diameter Sewer
David Crowder and Gerald Bauer, R.V.Anderson Associ-
ates Ltd.; and Kevin Bainbridge, City of Hamilton
This paper describes the signifi cant challenges required to carry out the inspection and rehabilita-
tion work for a deep¸ high-fl owing large-diameter sewer in Hamilton Ontario.
11:35 AM D-2-04 Water Live Inspection of Large Diameter PCCP
Using a Free-swimming Tool
Xiangjie Kong, Xinlu Tang and Brian Mergelas, Pressure
Pipe Inspection Company
This paper describes the technical capabilities of a free-swimming tool scaled for large diamerter
application (60-in. and larger).
Track 3: CIPP Lining Session Leader: Erez Allouche, Trenchless Technology Center, Louisiana Tech University
10:20 AM D-3-01 Wastewater Design Rehabilitation Challenges for
Large Diameter Pipes
Pedro Ramirez, Tracy Fee, and Celina Perez, URS
Corporation
This paper describes Baltimore County’s eff orts to prevent sewage discharges and stem chronic
sewer overfl ows as a result of an EPA consent decree.
10:45 AM D-3-02 Wastewater CIPP Lining Methodology Proves to be
a Viable Option for a Failing Double
Barrel Outfall
Asif Bhatti¸ Ph.D., Colt Odeh and Avinash Rachmale,
Lakeshore Group¸ Inc.; and R. Shukla, Detroit Water and
Sewerage Department (DWSD)
This paper addresses the site specifi c challenges that lie inherent in rehabilitating large-diameter
circular sewer outfalls using CIPP methods described in ASTM method 1216 as well ASTM F1743.
11:10 AM D-3-03 Water/Wastewater City of Los Angeles Rehabilitation of
an 1,800-ft long¸ 3-Barrel¸ 78-in.
Diameter Inverted Siphon Using CIPP
Keith Hanks, Richard Louie and Sean Zahedi, City of Los
Angeles Bureau of Engineering
This paper provides the owner’s perspective of the rehabilitation of an 1,800-ft. long¸ 78-in.
diameter¸ 3-barrel inverted siphon using CIPP.
11:35 AM D-3-04 Wastewater CIPP Rehabilitating Pilot Job in
Columbia, South America
Juan Gutierrez and Claudia Figueroa, Empresas Publicas
de Medellin E.S.P.
This paper discusses the fi rst CIPP project performed in the City of Medellin, owned by Empresas
Publicas de Medellin E.S.P.¸ the city’s main utility.
Track 4: Pipe Bursting Session Leader: George Ragula, Public Service Electric & Gas
10:20 AM D-4-01 Wastewater Trenchless Culvert Replacement Under
Railways with the Pipe Ramming
Method
Bob Harr, Harr Technologies and Jarrett Cowden, Ham-
merHead, An Earth Tool Co.
This paper will discuss the pipe ramming process and challenges related to the installation or replace-
ment of culvert drainage pipes under railroad beds. In addition¸ case studies will be presented and
individual project issues explored.
10:45 AM D-4-02 Water Lee’s Summit Uses Pipe Bursting
to Broaden Its Asset Management
Toolbox and Rehabilitate Potable
Water Distribution System
Kevin York, City of Lee’s Summit¸ Mo. and Richard (Bo)
Botteicher, Underground Solutions
This paper discusses the rehabilitation of Lee’s Summit Small Diameter Water Main. Approximately
12¸700 lf of 6-in. DR 18 Fusible C-900® pipe was used to replace existing 4-in. and 6-in. cast iron and
ductile iron lines at various locations throughout its system.
11:10 AM D-4-03 Water Large Diameter Steel Water Main Pipe
Bursting Project Signifi cant Achieve-
ment for Trenchless Technology
Collins Orton, TT Technologies This paper details one of the largest steel pipe bursting projects ever completed (24-in. steel
watermain, 2,300-ft) located in Colorado Springs¸ Colo.
11:35 AM D-4-04 Water Prechlorinated Pipe Bursting Project:
Largest Ever in North America
Collins Orton, TT Technologies and Todd Grafenauer,
Murphy Pipeline Contractors, Inc.
This paper describes the completion of a 23,000-ft water main replacement project in Livonia, Mich.,
easily the largest project of its kind in North America.
Track 5: Microtunneling Session Leader: Craig Camp, Jacobs Associates
10:20 AM D-5-01 Water Managing Existing Contamination
Impacts on Design and Construction of
an Urban Microtunneling Project
Mark Ensign, GEI Consultants¸ Inc.; Dave Pottle and Mark
Radville, Massachusetts Water Resources Authority; and
Marco Boscardin, Boscardin Consulting Engineering¸ Inc.
This paper discusses management through design and construction of the risks associated with
microtunneling in an urban environment with signifi cant existing contamination.
10:45 AM D-5-02 Water Microtunnel Jacking and Receiving
Shafts Constructed Using Cutter-Soil-
Mixing (CSM) Technology
Norman Joyal, Jacobs Associates This paper discusses the use of the CSM method on a Contra Costa Water District project in North-
ern California to construct watertight shafts 15.8-m (50-ft.) and 28-m (92-ft) deep in diffi cult
ground conditions for an approximate 274-m long (900-ft) microtunnel crossing of Old River.
11:10 AM D-5-03 Other The Legal Impact of Geotechnical
Baselines
John Parnass, Davis Wright Termaine¸ LLC and
Kimberlie Staheli, Staheli Trenchless Consultants
This paper discusses geotechnical baselines as they apply to trenchless projects and their legal
impact when a diff ering site condition claim is fi led.
11:35 AM D-5-04 Wastewater Case History: Pilot Tube Microtunneling
Solves Basements Flooding Problem
Emad Farouz, CH2M HILL This paper describes the evaluation methodology that was used to evaluate the pilot tube microtun-
neling vs. open-cut including cost¸ risk¸ environmental impact¸ and construction schedule factors.
Tuesday, May 4 – PM Sessions
Track 1: HDD Session Leader: Brian Dorwart, Brierley & Associates
3:30 PM E-1-01 Water/Wastewater Directional Drilling to Jupiter Island,
Fla.: Emphasis on the “Directional”
Henry Derr and Phillip Dover, Brown and Caldwell;
Shannon Dunne and Stuart Trent, South Martin
Regional Utility
This paper describes the design¸ regulatory¸ construction and public policy issues involved in the
crossing of the Intracoastal Waterway using horizontal directional drilling to install a 16-in. water-
main and a dual 8-in. wastewater force main to serve the residents of Jupiter Island, Fla.
3:55 PM E-1-02 Water/Wastewater Twin Forcemains Crossing the
Athabasca River in Fort McMurray¸
Alberta, Canada
Dave Krywiak, Todd Simenson and Mike Mushins,
Stantec Consulting Ltd.
This paper reviews the complexities surrounding a challenging HDD crossing of the Athabasca River
in Fort McMurray¸ Alberta¸ and how the owner and contractor worked together to mitigate the
various potential risks.
4:20 PM E-1-03 Water Elk Springs Water Pipeline Dan Brunner, REI Drilling Inc. This paper describes how underground directional drilling techniques used in the mining industry were utilized
to drill a culinary water pipeline where traditional HDD equipment and technology were insuffi cient.
4:45 PM E-1-04 Wastewater HDD Successfully Completes Ocean
Outfall in Extremely Challenging
Conditions
Glenn Duyvestyn, Hatch Mott MacDonald; John Yamall,
Westech Engineering Inc.; and Dan Melb, Netarts
Oceanside Sanitary District
This paper describes the completed construction of a 4,100 ft. 14-in. DR 7.3 HDPE ocean outfall
pipeline by the Netarts Oceanside Sanitary District using HDD.
5:10 PM E-1-05 Gas Virginia Natural Gas Hampton Roads
Crossing Pipeline HDD Installation
Craig Prout, Mears Group¸ Inc. This paper describes the numerous challenges and obstacles that were encountered during the HDD
installation of a pipeline in a marine environment¸ along with the innovative technologies and
processes that were utilized to overcome these hurdles.
Track 2: Condition Assessment Session Leader: Kevin Laven, Pressure Pipe Inspection Co.
3:30 PM E-2-01 Wastewater Salt Lake City, Utah: A Case Study in the
Evaluation of Large-Diameter Sewers
Jeff Graham¸ P.E., Hydromax USA and Keith Larson,
Bowen Collins Engineers
This paper highlights the results from an inspection of 28¸000 ft of 36-in. to 84-in. pipe for the Salt
Lake City Study and the technology utilized.
13
14
Tuesday, May 4 – PM Sessions
Time Paper ID Industry Segment Paper Title Author(s) Description
Track 2: Condition Assessment Session Leader: Kevin Laven, Pressure Pipe Inspection Co.
3:55 PM E-2-02 Wastewater Development of Robust Condition Rat-
ing System for Wastewater Pipes
Thiti Angkasuwansiri and Sunil Sinha, Virginia Tech
University
This paper presents a robust condition rating system to evaluate wastewater pipes. This study
utilizes three mathematical tools in development including weighted factors¸ fuzzy logics¸ and
evidence reasoning theory.
4:20 PM E-2-03 Wastewater City of Santa Clara, Calif. Trimble
Road Trunk Sanitary Sewer Condition
Assessment
Thomas Kalkman and Brian Avon, Carollo Engineers This paper describes the diffi culties of condition assessment and demonstrates through a case study
how some of these problems can be overcome with proper planning¸ utilization of the right tools
and with the use of all existing materials.
4:45 PM E-2-04 Wastewater Data Management for Eff ective Condi-
tion Assessment of Collection Systems
Dr. Fu-hsiung (Dennis) Lai¸ USEPA ORD Water
Supply and Water Resources Division; Kathy
Martel¸ P.E., The Cadmus Group; Kevin Enfinger,
ADS Environmental Services; and Reggie Rowe,
Consultant
The paper describes data management issues integral to a successful condition assessment
program. Key points are illustrated using fi ndings from utility case studies developed as part of the
USEPA-funded research project¸ Condition Assessment of Collection Systems.
5:10 PM E-2-05 Water/Wastewater The Use of Ground Penetrating Radar
(GPR) for Utility Location on the 4th
Ave. and Slauson Project
Keith Hanks, City of Los Angeles This paper presents the fi ndings of a subsurface geophysical investigation using GPR and Electro-
magnetic Induction (EMI) conducted for the purpose of utility location for the City of Los Angeles
4th Ave and Slauson Sewer Rehabilitation project.
Track 3: Project Planning & Delivery Methods Session Leader: Isabel Tardif, CERIU
3:30 PM E-3-01 Water Spray in Place Pipe for Water Main
Renewal
Gary Natwig and Mario Perez, 3M Company; and Dr.
Mohammed Najafi , University of Texas at Arlington/
CUIRE
This paper presents an overview of a new spray in place pipe technology for structural enhance-
ment and rehabilitation of potable water pipes. Included are the properties¸ method description¸
test results¸ and recent project history.
3:55 PM E-3-02 Wastewater Reduce Your Carbon Footprint Using
Trenchless
David O’Sullivan, PW Trenchless This paper discusses the legal and particle requirements in reducing your carbon footprint by
utilizing trenchless.
4:20 PM E-3-03 Wastewater Avoiding Pumping Pitfalls: 10 Tips to
Make Bypass Pumping Easier
Joseph L. Abbott Godwin Pumps This paper examines the ten pitfalls to avoid when selecting and implementing bypass pumping
solutions.
4:45 PM E-3-04 Other Project Management and its
Application on Trenchless Projects
within the City of Edmonton, Canada
D. Philip Alex and Siri Fernando, City of Edmonton This paper integrates the knowledge areas of project management and showcases the techniques
that can be used to control project work and the tools that are available to support those techniques
with respect to trenchless projects in the City of Edmonton.
5:10 PM E-3-05 Wastewater Savings Through Shared Risk and
Time and Materials Contracts
Ashley Rammeloo and Tom Copeland, City of London;
and Kim Lewis, LiquiForce Services
This paper describes how the City of London acted as Constructor and administered the Time and
Materials contracts to absorb the risk and save time and money.
Track 4: Manhole Rehabilitation & Current Trenchless Research Session Leader: Kevin Nagle, TT Technologies, Inc.
3:30 PM E-4-01 Other The Science Behind the Deliverable: City
of Los Angeles 4th Ave. and Slauson
Sewer Rehabilitation Project
Mark Wallbom, Gary Young, and Steve DiBenedetto,
Underground Imaging Technologies, Inc.
This paper describes how the subsurface investiagion and mapping of a pipeline rehab project
in the City of Los Angeles was completed using a combination of cutting edge subsurface
geophysical techologies¸ how the datasets were analyzed¸ and the form in which deliverables
were provided.
3:55 PM E-4-02 Wastewater Brick Manhole Rehabilitation in the
City of Chicago
Jeff Fischer, Fischer Harris and Associates This paper discusses the procedure utilized by the City of Chicago to rehabilitate deteriorated and
leaking brick manholes and catch basins.
4:20 PM E-4-03 Wastewater Geopolymer Grout: Eco-friendly¸
High-Corrosion Resistance¸ Bactericide
Coating for Manhole Rehabilition
Carlos Montes and Erez Allouche, Louisiana Tech
University
This paper describes an innovative spray-on grout material consisting of inorganic alumino-silicate
polymers that off ers extremely high-corrosion resistance to sulfuric acid attack¸ high compressive
strength¸ rapid strength gain rate and a carbon-dioxide emission level that is 90 percent lower than
typical OPC blends.
4:45 PM E-4-04 Wastewater An Innovative New Product
Review Process for Moving
Trenchless Technology into the
User Community
Collin Green, Olga Lucia Vargas-Lamanna, Behnam Hashemi
and Tom Iseley, IUPUI Purdue School of Engineering and
Technology
This paper describes the new evaluation process of new products and technologies¸ performed by
IUPUI-Purdue School of Engineering¸ for Indianapolis¸ Indiana’s Department of Public Works.
5:10 PM E-4-05 Water State-of-the-Technology on Water Pipe
Condition Curves
Alison St. Clair, Virginia Tech; Sunil Sinha, Virginia Tech;
Lilly Wang, Battelle; and M. Royer
This paper presents on-going research work for the USEPA Research Project - Task Order 62: Condi-
tion Assessment of Water Transmission and Distribution Systems¸ concentrates on the state-of-the-
art-technology for pipe condition curves.
Track 5: Microtunneling Session Leader: Dennis Doherty, Haley & Aldrich
3:30 PM E-5-01 Wastewater Valley Belt Gravity Sewer: Microtun-
neling Lessons Learned
Anthony Margevicius, Hatch Mott MacDonald, Inc.;
Stephan Janosko, Mark Kritzer and Eric Nycz, Northeast
Ohio Regional Sewer District
This paper discusses site and design constraints and construction issues associated with this
microtunneling project.
3:55 PM E-5-02 Water Design and Construction of the Valley
Ridge Feedermain¸ Calgary, Alberta,
Canada
Andrew Finney, Natalie Guy and Steve Hunt, CH2M
HILL; and Sarah Huber, City of Calgary
This paper discusses the evaluation of appropriate tunneling technologies and presents
construction observations related to tunneling through sand and gravel with cobbles and
boulders overlying shallow sedimentary bedrock for the Valley Ridge Feedermain project in
Calgary¸ Alberta¸ Canada.
4:20 PM E-5-03 Electrical West Falls Church Microtunneling:
A Case History of Design¸ Stake Holder
Coordination¸ Contracting Selection and
Construction Engineering Inspection
David Payne and James Parkes, PB Americas¸ Inc. This paper describes the conceptual idea¸ detailed engineering plan¸ contract delivery method¸
contractor selection¸ and construction engineering inspection elements for microtunneling under
live roadway and rail without service interruption.
4:45 PM E-5-04 Wastewater Challenging Urban Environment
Demands Trenchless Methods to
Improve CSO Control
Dennis Doherty, P.E. Haley & Aldrich; Paul Savard,
Jacobs Engineering Group; and David K. Pottle, P.E.,
Massachusetts Water Resources Authority
This paper presents an overview of the early planning and design challenges associated with
MWRA’s East Boston project in particular¸ that led to the decision to use trenchless methods to meet
the CSO program goals on this $72 million wastewater improvement project.
5:10 PM E-5-05 Wastewater Trenchless Construction Hurdles in an
Urbarn Environment: The East Boston
Branch Sewer Project Construction
Babatunde E. Marquis, Peter McGovern and Phillip
Lanergan, Jacobs Engineering Group¸ Boston¸ MA;
and Lisa L. Hamilton, Massachusetts Water Resources
Authority Boston¸ MA
This paper describes site condition¸ trenchless construction methods¸ varying geologic conditions¸
construction sequence¸ fi eld design modifi cations¸ equipment selection¸ jacking and receiving
shaft support of excavation¸ ground modifi cation¸ geotechnical instrumentation¸ utility confl icts¸
obstructions and lessons learned.
Wednesday, May 5 – AM Sessions
Track 1: HDD Session Leader: David Bennett, Ph.D., P.E., Bennett Trenchless Engineers
8:00 AM F-1-01 Water/Wastewater Eff ectiveness of Hydrofracture Predic-
tion for HDD Design
Laura Wetter and Kimberlie Staheli, Staheli Trenchless
Consultants
This paper compares theoretical calculations of hydrofracture risk using the cavity expansion model
to fi eld observed bore pressures on two HDD projects.
8:25 AM F-1-02 Other Discussion of ASTM 1962 or “How are
the Pulling Load Formulas Derived?”
Lawrence M. Slavin, Outside Plant Consulting Services¸
Inc. and Larry Petroff , Performance Pipe
This paper provides the basis for the development of the corresponding formulate related
to the pulling loads¸ and their usage¸ within ASTM F 1962¸ Standard Guide for Use of
Maxi-Horizontal Directional Drilling for Placement of Polyethylene Pipe or Conduit Under
Obstacles¸ Including River Crossings¸ and also discusses various related issues that have
arisen in their application.
15
Wednesday, May 5 – AM Sessions
Time Paper ID Industry Segment Paper Title Author(s) Description
Track 1: HDD Session Leader: David Bennett, Ph.D., P.E., Bennett Trenchless Engineers
8:50 AM F-1-03 Wastewater Multi-trenchless Discipline Project for
On-Grade Sanitary Installation With
Unique Design Challenge
John Currey and Gene Woodbridge, Earth Boring
Co. Ltd.
This paper describes the challenges and triumphs of new on-grade sanitary sewer installations in
a major urban area.
9:15 AM F-1-04 Water Trenchless Water Distribution System
Installation
Greg Scoby PE., City of Palo Alto Utilities Department This paper discusses the City’s eff ort to implement the use of HDD as its primary construction
method for the installation of water distribution systems.
9:40 AM F-1-05 Other Management of Drill Steel for HDD: Is
it Necessary and Why?
James Murphy, Worley Parsons and Corrina Roberts,
Talisman Energy
This paper discusses the need to manage the drill stem in the HDD industry as directional drills
get longer in length, in duration and in complexity stresses on drill steel can lead to breakage
of the drill stem.
Track 2: Inspection Session Leader: Tomasita Carmona, The Carmona Law Firm, P.A.
8:00 AM F-2-01 Water/Wastewater Research and Development Needs for
Pipeline Inspection Technologies
Henry Derr and Marco Trujillo, Brown and Caldwell This paper reviews current available and developing inspection technologies and discusses the
strengths and weaknesses of each.
8:25 AM F-2-02 Gas The Evolution of Subsurface Utility
Engineering (SUE):; From Concept to
Industry Standard
Nicholas M. Zembillas, Cardno TBE This paper discusses the 20-year evolution of SUE and how new emerging technology and new
industry standards has impacted the trenchless technology industry.
8:50 AM F-2-03 Wastewater Managing Geotechnical Risks on
Trenchless Projects
David C. Mathy and Marc M. Gelinas, DCM GeoEn-
gineers
This paper presents a nine-step approach to managing geotechical risks on trenchless projects
through site research¸ geologic research¸ subsurface investigation¸ lab testing¸ ground clas-
sifi cation¸ geotech. calculations¸ geotech. report format¸ contract documents and construction
management.
9:15 AM F-2-04 Water Risk of Water Pipelines Failure Hussam Fares and Tarek Zayed, Concordia University This paper designs a framework to evaluate the risk of watermain failure using a hierarchal fuzzy
expert system.
9:40 AM F-2-05 Water/Wastewater Fiber-Optic Sensor Networks: Economic
and Effi cient Method for Continuous
Monitoring of Water and Wastewater
Manu Agarwal and Dr. Sunil Sinha, Virginia Tech This paper focuses on the development of fi ber-optic sensors networks, which work on the principle
of Stimulated Brillouin Scattering. The system is capable of continuously monitoring the various
parameters critical in assessing the condition/performance of pipe.
Track 3: Lining Materials, Methods & Installation Session Leader: Ernie Ting, Town of Markham, Ontario, Canada
8:00 AM F-3-01 Wastewater Rehabilitation with Glass Fiber GRP
Liner and UV Light Cure: The Solution
for the 21st Century
Dr. Jurgen Alexander and Mark R. Hallett, Saertex
multiCom LP
This paper provides an overview of the benefi ts of GRP liner and UV light curing as a new rehabilita-
tion system in the U.S. market.
8:25 AM F-3-02 Water Neofi t Breathes New Life into Lead
Water Service Pipes
Frans Alferink and Wim Elzink, Wavin Overseas BV This paper describes the use of an innovative trenchless technology for the rehabilitation of small-
diameter water service lines.
8:50 AM F-3-03 Water/Wastewater New “Over-The-Hole” Resin/Initiator
System for Cured-In-Place-Pipe
Bill Moore, AOC LLC This paper describes a new resin/initiator system designed specifi cally for large diameter CIPP
rehabilitation including “Over-The-Hole” installations which off ers lower costs and improved
performance when compared to more traditional initiator systems.
9:15 AM F-3-04 Wastewater Laboratory and Field Testing of a New
Segmental¸ Flash-Joint PVC Pipe for
Sliplining and Pipe Bursting
Erez Allouche and John Matthews Louisiana Tech
University; Sebastien Gauthier, IPEX Inc.; and Kevin
Nagle, TT Technologies
This paper discusses the results of laboratory tests use to quantify installation stresses, soil pressures
and surface displacement of a new pipe product for sliplining and pipe bursting applications.
9:40 AM F-3-05 Wastewater Evaluating the Appropriateness of
Project Delivery Systems
Ali Mostafavi and Dulcy Abraham School of Civil
Engineering¸ Purdue University
This paper evaluates the effectiveness of alternative project delivery systems for different
trenchless methods using a structured decision making model by collecting data through
interviews with professionals involved in the trenchless industry¸ using questionnaires
and case studies.
Track 4: Current Trenchless Research Session Leader: Sunil Sinha, Virginia Tech University
8:00 AM F-4-01 Water Seismic Analysis of Rehabilitated Seg-
mented Pipelines Using CIPP Technique
Faouzi Ghrib and Sami Jasem, University of Windsor;
and Abdel Kader Tayebi
This paper discusses a fi nite element model for the seismic analysis of buried rehabilitated pipelines
with particular attention to delamination of the liners.
8:25 AM F-4-02 Wastewater Examination of State-of-the-Art
Rehabilitation Technologies for the
Nation’s Water Infrastructure
Wendy Condit, Battelle; Ari Selvakumar, US
Environmental Protection Agency; Ray Sterling,
Louisiana Tech University; and Bob Morrison, Jason
Consultants
This paper describes an EPA research program to defi ne the state-of-the-art for rehabilitation
technologies and quality assurance/quality control practices and to assess rehabilitation technology
performance.
8:50 AM F-4-03 Wastewater A Web-based Social Cost Calculator for
Utility Construction Projects
John Matthews and Erez Allouche, Trenchless Technol-
ogy Center
The paper describes the algorithms used by a Social Cost Calculator; its usefulness is demonstrated
by employing it for computing the social costs for two case histories associated with utility construc-
tion projects comparing cut-and-cover operations and trenchless installation methods.
9:15 AM F-4-04 Wastewater Toward a Limit State Design Approach
for CIP Liners
Ashraf Alam and Erez Allouche, Louisiana Tech
University
This paper describes a simplifi ed approach for assigning probability of failure to design values given
by ASTM F 1216 is derived based on a rigorous statistical analysis of nearly 600 buckling tests of CIP
liners conducted around the globe.
9:40 AM F-4-05 Wastewater Evaluation of The Stability of Lo-
cally Imperfect Liners Under External
Uniform Pressure
Khaled M. El-Sawy and Amr M.I. Sweedan, United Arab
Emirates University
This paper examines the impact of current ASTM design code of the cylindrical liners with local
imperfections and helps researchers to design the future experimental work needed to study the
liner behavior.
Track 5: Microtunneling Session Leader: Brenda Kingsmill, Region of Halton, Ontario, Canada
8:00 AM F-5-01 Wastewater Microtunneling Experience on the
Barclay/4th/Chase MIS Replacement
Project
Bart Grolewski and Steven W. Hunt, CH2M Hill; Gregory A.
Hottinger and Larry Ellis, Milwaukee Metropolitan Sewerage
District
This paper describes project construction experience in diffi cult ground conditions including organic
soils¸ bouldery ground¸ mixed and full-face low cover rock microtunneling.
8:25 AM F-5-02 Wastewater Construction Challenges for Soft
Ground Microtunneling in Urban
Environment
William Bergeson, Verya Nasri and James Sullivan,
AECOM; and Alan Pelletier, Hartford Metropolitan
District Commission
This paper presents installation of 3010 LF 72-in. pipeline using compressed air cushion slurry
machine in soft varved silt and clay under low ground cover while crossing major transportation
routes and limiting settlement to prevent damage to buildings and utilities in urbanized downtown
Hartford¸ Conn.
8:50 AM F-5-03 Wastewater Large Diameter Microtunneling Under
Challenging Conditions
Robert Martin and Don Del Nero, CH2M HILL This paper summarizes lessons learned during the construction of the four crossings ranging
from 114 to 213-ft long installing 78-in. to 96-in ID HOBAS and Steel pipe under sensitive
crossing where disruption to the CSX rail crossing would result in penalties up to a million
dollars a day.
9:15 AM F-5-04 Wastewater Newport Trunk Sewer and Forcemains
Case Study
Alberto Acevedo, Hala Titus, Mandy Taylor and Mostafa
Hashad, Orange County Sanitation District
This paper describes the diff erent design elements and site challenges encountered during the
planning of Newport Trunk sewer and forcemain.
9:40 AM F-5-05 Wastewater Horizontal Directional Drilling Success-
fully Restores Structural Integrity of
the Wayman Branch Sewer
Glenn Duyvestyn, Hatch Mott MacDonald; Brandon
Vatter and Bob Wilson, Sanitation District No. 1
This paper discusses design and construction challenges associated with this HDD project.
16
17
NASTT Celebrates 20-Year History
2010 is a very special year for NASTT, as we celebrate our 20th anniversary. In 1990, fi ve key people began to the brainstorm on the possibility of establishing a new association just for trenchless technology. That organization became known as NASTT and those fi ve people became its founding members. Twenty years later, our society is a vibrant, growing organization of more than 1,200 members, nine regional chapters and 11 student chapters throughout the United States, Canada and Mexico.
The 20th anniversary of NASTT is surely to be celebrated with pomp and in a fi tting manner at our 2010 No-Dig Show in Chicago (Schaumburg), May 2-7. NASTT is planning an eventful and memorable No-Dig, commemorating this very special occasion to in-clude the presentation of the fi rst-ever Michael E. Argent Memorial Scholarships.
Up to fi ve scholarships in the amount of $5,000 each will be awarded to deserving students who are active members of a NASTT student chapter and fulfi ll other eligibility requirements. Michael was one of our founding members, and it is hoped that his contri-butions to our industry will continue to inspire young trenchless professionals through this newly established scholarship program.
The scholarship program is funded through money raised at NASTT’s Educational Fund Auction held each year at No-Dig. Please get involved in this eff ort by donating items and/or services to the Auction. By doing so, you are making an investment in the future of our industry.
NASTT is pleased to announce the new Trent Ralston Award for Young Trenchless Achievement to recognize a young professional who has shown commitment to the trenchless industry through volunteerism, leadership and career accomplishments. This annual award was established in honor of the late Trent Ralston, who was an early member of NASTT and an industry icon and friend to all.
These scholarships and award are but two of special events planned to celebrate NASTT’s 20 year history at 2010 No-Dig in Chicago. Kaleel Rahaim is heading up an eager team of 20th anniversary committee members with the task of chronicling NASTT’s history, collecting interesting anecdotes and photographs that tell the story of our organization. Anyone who is interested in working on this committee or has facts, photos or materials to share, please contact Kaleel at [email protected].
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No-Dig Kick-Off Breakfast and EntertainmentMonday, May 3, 2010 7:30-9:15 AM
All full conference attendees are invited to launch NASTT’s 2010 No-Dig Show with fantastic food and special entertainment at the annual No-Dig Kick-Off Breakfast. You won’t want to miss the presentations of the prestigious 2010 Trenchless Technology Person of the Year award and the 2009 Outstanding Papers in Rehabilitation and New Installation awards. Mark Hallett, 2010 No-Dig Program Chairman, will welcome all attendees to this very special anniversary event.
2010 Trenchless Technology Person of the Year Nominated by peers and selected by a committee of industry professionals, this award hon-ors an individual who has made a profound and lasting impression on the trenchless indus-try. The criteria used during the selection process include innovation, market development and project completion and industry leadership and vision. The 2010 Person of the Year will be announced in the March issue of Trenchless Technology.
Tim Cavanaugh to Entertain at Kick-Off BreakfastHow important is laughter? Well, they say laughter is the best medicine. But they also say laughter is contagious. Hmmm. Comedian Tim Cavanaugh may not shed any light on this apparent contradiction, but he’s sure to make people laugh. Imagine your co-workers, clients and bosses getting together and laughing. Therapeutic? You bet! Don’t miss Tim’s special trenchless performance at NASTT’s 2010 No-Dig Show.
Trenchless Technology, March 2009
20
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© 2007 Interplastic Corporation. All rights reserved.
NASTT No-Dig Gala Awards Dinner Tuesday, May 4, 2010 6:15-11:00 PM $90 Early, $100 after April 2, 2010
Meet the best and brightest of the trenchless industry at NASTT’s No-Dig Gala Awards Dinner. A special addition to the Gala Awards dinner is the Trent Ralston Award for Young Trenchless Achievement. This award was cre-ated to honor the late Trent Ralston whose contributions to NASTT helped shape the trenchless industry. This annual award has been established to recognize a young individual who has demonstrated excellence in the early stages of his/her career and who has made a valuable contribution to the trenchless technology industry. The winners, runners-ups and honorable mentions of the 2009 Trenchless Technology Projects of the Year in Rehabilitation and New Installation and the NASTT Chairman’s Award for Outstanding Lifetime Achievement.
Plan to stick around after dinner and the awards ceremony and enjoy live entertainment! The Mix is a fantastic seven-piece, high-energy party dance band. They boast one of the largest song lists and play the widest variety of songs entertaining all ages. From the best of the standards to the most recent radio hits, this band can do it all!
New Installation Winner: 7 HDD Crossings, Mark Natural Gas Project
Runner-Up:
A-Line Relief Interceptor, Phase 2A
Honorable Mentions:
• Overpeck Valley Parallel Relief Sewer
• Estrella to Stockham, Ariz., Auger Boring Project
Rehabilitation Winner: Renewing WSSC’s Water Transmission System
Runner-Up:
Deep Interceptors in Mexico City
Honorable Mentions:
• Madison Avenue Water Main Rehabilitation
• Emergency Structural Rehabilitation of a Mile-Long 7-ft Diameter PipelineTrenchless Technology,
October 2009Trenchless Technology,
October 2009
Trenchless Technology Projects of the Year Awards Presentation
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NASTT’s 9th Annual Educational Fund Auction & ReceptionFunding Educational Excellence in the Trenchless Technology IndustryDon’t miss NASTT’s must-attend event – the annual Educational Fund Auction and Reception – on the evening of Monday, May 3 at the No-Dig Show in Schaumburg. The Auction is a wonderful way to support the students while having a great time bidding on amazing items.
Since its inception in 2002, the Auction has raised over $312,000 and directed those funds exclusively toward educational activities off ered by NASTT.
Thanks to the generous support of people like you, the NASTT Educational Fund has been able to en-hance the educational experience for its student members by providing:
• Financial support for NASTT’s existing12 student chapters across North America
• Financial support for new student chapters
• Annual scholarships
• The development of NASTT’s good practices training courses
• Research initiatives
• Prize money for No-Dig student competitions
• Room accommodations for student members attending the No-Dig Show
• And much more!
To continue meeting the needs of our students, we need your help! Get involved and make an invest-ment in the future of our industry by donating items and/or services to the Auction or by sponsoring this well-attended event. This may be the single best investment you make!
To donate to the Auction, please e-mail Auction chairman Richard Thomasson at [email protected], and Angela Ghosh at [email protected]. Or visit the No-Dig Show Web site for donation ideas: www.nodigshow.com.
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No-Dig Closing Luncheon & Keynote Address Monday, May 5, 2010 12:30-2:15 PMThe No-Dig Closing Luncheon & Keynote Address is the fi nal event at the No-Dig Show. This celebration gives us the opportunity to thank you for attending the 2010 show along with spreading the word about NASTT’s 2011 No-Dig Show in Washington, D.C. We will be celebrating another great accomplishment in 2011- The No-Dig Show anniversary! Join us as Jack Burnam, 2011 Program Committee Chairman, fi lls you in on everything we have planned for this special event.
NASTT’S 2011 No-Dig ShowNASTT’S 2011 No-Dig Show
March 27-31March 27-31
Gaylord National Resort & Convention CenterGaylord National Resort & Convention Center
National Harbor, MDNational Harbor, MD
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Location: Renaissance Schaumburg Hotel & Convention Center
Address: 1551 N. Thoreau Dr., Schaumburg, Illinois 60173 USA
Main Phone: 1-847-303-4100 Fax: 1-847-303-4199
Rates: Standard (Single, Double, Triple or Quad) $149.00; Student (Single, Double, Triple or Quad) $129.00
Reservation: 1.800.468.3571 or 847.303.4100 – MUST say “No-Dig 2010” to get the rates
Hotel Highlights:
• Schaumburg Convention Center boasts enhanced technology, creative catering, and unsurpassed service
• Sam & Harry’s Steakhouse off ers fi ne dining in an elegant environment at this Schaumburg, IL hotel
• Join the fun at the hotel bar, Gather where a roll of the dice inspires the day’s cocktail creation!
• This hotel has a smoke-free policy
Cut Off Date: Friday, April 2, 2010
Cancellation: Full refund if cancelled at least 72 hours in advance
Room Highlights:
• Schaumburg, Illinois accommodations include 474 hotel rooms and 26 spacious hotel suites
• Amenities include a 32" fl at panel HDTV with picture-in-picture and data/entertainment connectivity
• Experience luxurious Schaumburg hotel suites boasting hardwood fl oors and beautiful chandeliers
• Expressive, yet functional rooms, classically styled with touches of whimsy in warm, vibrant colors
• Delight in oversized bathrooms with a 13" fl at screen TV integrated in the mist-free mirror
• Business friendly Schaumburg lodging includes both wired and wireless high speed Internet access
Hotel Information
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1. Attendee Information Please print clearly to insure proper spelling on your registration materials
Name: ______________________________________________________ Job Title: __________________________________________
Company/Organization: _________________________________________________________________________________________
Address: ______________________________________________________________________________________________________
City: __________________________ State/Province: ________________ Zip/Postal Code: _______________Country: ____________
Phone: _____________________________________________________ Fax: _____________________________________________
E-mail: _____________________________________________________ Website: __________________________________________
2. Registration Options: Early Registration prices effective until April 2, 2010. Payment must be received with registration for early registration prices. Registration received after April 2, 2010, will be charged regular registration prices. Proof of collegiate status or NASTT membership must be provided to receive applicable discounts.
4 Easy ways to Register!1.Register online at nodigshow.com2. Fax completed form to 330-468-22893. Call Benjamin Media Inc. at 330-467-7588
4. Mail your completed form to: Benjamin Media Inc. PO Box 190 Peninsula, OH 44264 USA Attn: Conference Division
Option 1Full Conference Registration**
Early After April 2
NASTT Member ❏ $500.00 US ❏ $600.00 USNon-Member* ❏ $700.00 US ❏ $800.00 USStudent ❏ $75.00 US ❏ $75.00 US
Upon initial registration, each additional registrationfrom the same organization saves $50.
*Includes NASTT Membership for one year.**Full conference registration includes admission to the technical paper sessions and exhibits. Pre/Post conference seminars and networking events must be purchased separately.
Option 2One-Day Conference & Exhibition***Please specify which day you would like to attend.
NASTT Member Early After April 2❏ Mon. ❏ Tue. ❏ Wed. ❏ 300.00 US ❏ 350.00 US
Non-Member
❏ Mon. ❏ Tue. ❏ Wed. ❏ $325.00 US ❏ $375.00 US
Student
❏ Mon. ❏ Tue. ❏ Wed. ❏ $25.00 US ❏ $25.00 US***One day conference and exhibition registration includes admission to the technical paper sessions & exhibits on the specified day only. Pre/Post conference seminars & networking events must be purchased separately.
Pre-Conference SeminarTrenchless Technology Short Course
(Sunday) Early After April 2NASTT Member ❏ $100.00 US ❏ $150.00 USNon-Member ❏ $150.00 US ❏ $200.00 US
Post-Conference Seminars
Early After April 2
HDD Consortium/NASTT Horizontal Directional Drilling (HDD) Good
Practices Guidelines Course
(Wed. & Thurs.) ❏ $300.00 US ❏ $400.00 US
NASTT New Installation Methods Good Practices Course
(Wed. & Thurs.) ❏ $300.00 US ❏ $400.00 US
NASTT Cured-in-Place-Pipe (CIPP) Good Practices Course
(Wed. & Thurs.) ❏ $300.00 US ❏ $400.00 US
NASTT Sewer Laterals Rehabilitation & Replacement Good Practices
(Wed. & Thurs.) ❏ $300.00 US ❏ $400.00 US
NASTT Pipe Bursting Good Practices
(Wed. & Thurs.) ❏ $300.00 US ❏ $400.00 US
Networking Events
Gala Awards Dinner (Tuesday, May 4) Early After April 2Individual Ticket_____No. of Tickets ❏ $90.00 US ❏ $100.00 US
Corporate Table Sponsor (10-person table) ❏ $1,500.00 US
Option 3Exhibits Only
Mon., Tue. & Wed. ❏ $20.00 US
3. Total Amount Due $ ____________________ US
4. Payment Method
❏ Check enclosed (Payable to Benjamin Media Inc. in US funds only)❏ Purchase Order# ___________________________________________ (Please submit copy of PO)❏ Please charge my Credit Card ❏ Mastercard _________________ ❏ Visa___________________Name on card: _____________________________________________________________________Account # : ______________________ Exp.: __________ 3 digit security code (on back of card):__________Signature: ____________________________________________________________________________Address: _____________________________________________________________________________
City ____________________ State/Province: _______________Zip/Postal Code: ___________________
★ CANCELLATION POLICY ★Refunds MUST be submitted in writing prior to April 2, 2010, for 80% refund. Refunds will NOT be issued after April 2, 2010. Personnel can be substituted at any time.
For additional information, contact Michelle Hill
at Benjamin Media Inc. Call 330-467-7588 or e-mail [email protected]
FOR OFFICE USE ONLYEntered ____________ Paid ______________
Make your reservations at the official host hotel of the No-Dig 2010, the Renaissance
Schaumburg Hotel
Call 800-468-3571Mention the show to receive special
room rates!
Trenchless Technology Specialized Seminars
TM
Attendee Registration FormNo-Dig 2010 • May 2 –7, 2010
Schaumburg, Illinois
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