Dear Trenchless Colleagues,

Every year we ask ourselves: How are we going to top the quality and exceed the expectations so many have come to expect from the No-Dig Show? The answer lies in the quality of the technical papers, reviewed first by a dedicated peer group of volunteers; the new technologies introduced every year by manufacturers and vendors; contractors that put it all on the line for the good of the community; and the growing numbers of cities and dedicated professionals passionate about creating a legacy that will benefit all that live here.

That was evident by the fact that by the closing lunch of the 2009 No-Dig show, 45 percent of the 2010 No-Dig Show exhibit hall space had been sold. Several Silver, Gold and Platinum sponsors have already signed up. As of this letter, exhibit hall space is 63 percent sold, and the sponsorship commitment continues to grow. So don’t miss your opportunity to secure a premium booth space or sponsorship!

The 2010 No-Dig in greater Chicago will be another memorable and educational experience. NASTT is celebrating its 20th year of trenchless experiences. Many of the founding members and past chairs will be in attendance to help celebrate. The Schaumburg Hotel and Convention Center is the perfect place to hold such a celebration. This beautiful hotel with its 50,000-square foot exhibition area – all on one floor – is a new facility that is similar to what the show represents – all that is new and modern and is also in contrast – a celebration of NASTT’s past.

You will enjoy the local flavor Schaumburg has to offer, or take a short ride into the heart of the Windy City. The airport is just a short ride to the convention center and affordable arrangements have been made to transport all who come.

So join us where it all began and celebrate NASTT’s 20th year of success. A success that has been influenced by so many who are so passionate!

Be sure to check out the newly designed conference Web site at www.nodigshow.com for all the latest 2010 No-Dig news and updates!

Cheers,

Mark R. Hallett2010 No-Dig Program Chairman

Welcome to the 2010 No-Dig Show!

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

The 2010 No-Dig Show is sponsored by the North American Society for Trenchless Technology (NASTT), a not-for-profit educational and technical society established in 1990 to promote trenchless technology for the public benefit. For more information about NASTT, visit our web site at www.nastt.org.

Shedule of EventsSunday, May 28:00 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 37:00 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 47:00 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 57:00 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 68:30 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 Certification Program (Day 1)

Friday, May 78:30 AM – 6:00 PM ..............................NASSCO Pipeline (PACP) & Manhole (MACP) Assessment Certification Program (Day 2)

Corporate Sponsors

Visit the No-Dig Show Web site at

www.nodigshow.com for more detailed

information about these events

Monday May 3, 2009 - AM Sessions

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-Effectiveness 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 Extreme HDD: Dual Bores Staged from Active Landslide Area with 190-300 ft Elevation Difference

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

Paper To Be Determined 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

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 Infiltration and Inflow

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 Affecting 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)

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, WSA Consultants, a division of 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 Inflow and Infiltration (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 Benefits 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

Small-Diameter Hard Rock Systems for Incline Hydro Schemes

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

HDD Crossing Under Environ-mentally Sensitive Slough: Mitigation of Hydrofracture Risk

2010 No-Dig Schedule At a GlanceWater Wastewater Wastewater/Water Stormwater Electrical Gas Other

Tuesday May 4, 2009 – AM Sessions (2nd 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 Drilling with Ltd. Geotechnical When Is it Reasonable: A Tale of Two Drills

Variable Geometry Crawler Design Rehabilitation Chal-lenges for Large Diameter Pipes

Ground Movements Observed When Pipe Bursting in Clay

Managing Existing Con-tamination Impacts on Design and Construction of an Urban Microtunneling Project

10:45 am New Technologies Build on Current Success for Utility Location and Bore Cross Elimination

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-flowing 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

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, Jacobs Engineering Group.

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

Sustainability in Infrastructure Paper To Be Determined Valley Belt Gravity Sewer: Microtunneling Lessons Learned

3:55 pm Twin Forcemains Crossing the Athabasca River in Fort McMurray¸ Alberta, Canada

Innovative Technologies and a Technology Selection Roadmap for Optimization of Pipeline Inspection

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 Effective 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

Trenchless Construction Hurdles in an Urbarn Environment: The East Boston Branch Sewer Project Construction

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

Challenging Urban Environment Demands Trenchless Methods to Improve CSO Control

Wednesday, May 5 – AM Sessions

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 & Installation Ernie 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 Effectiveness 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

Neofit 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

Liner-host Pipe Interaction and the Design of Pressure Pipe Liners

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 Efficient Method for Continuous Monitoring of Water and Wastewater

Evaluating the Appropriateness of Project Delivery Systems

Effect of Local Imperfection on Stability of Cylindrical Liners Subjected to External Uniform Pressure

Horizontal Directional Drilling Successfully Restores Structural Integrity of the Wayman Branch Sewer

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 fluid handling techniques to install 2,415-ft. of 36-in. HDPE pipe.

9:55 AM A-1-02 Water/Wastewater Extreme HDD: Dual Bores Staged from Active Landslide Area with 190-300 ft Elevation Difference

David Bennett ̧Ph.D., P.E., Bennett Trenchless Engineers; Camp Fuller ̧P.E., Hammond Collier Wade Livingstone; Kimberlie Staheli̧ Ph.D., P.E., Staheli Trenchless Consultants; and James Georgis ̧L.E.G., Zipper Zeeman Associates

This paper describes the replacement of the Mukliteo Big Gulch sanitary sewer requiring construc-tion of two bores with 190 and 300 ft of elevation diference and staging areas in active landslide deposits.

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 McCaffrey, 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-Effectiveness of I/I Removal

Richard E. Nelson, Tim Coleman and Vinta Varghese, CH2M HILL

This paper describes the use of genetic algorithm techniques to improve the determination of cost-effective 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-efficiency of a fiber 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 flaws 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 effects 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 Paper To Be Determined

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, Lakeshore Group; Colt Odeh, Lakeshore Group; 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¸ traffic 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 difficulties 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 ap-peared 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.

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 Gas New Pipe Thruster Technology En-hances Trenchless Technology Options

Paul Bearden, GeoEngineers¸ Inc. This paper describes how new pipe thruster technology increases the application range of HDD technology¸ including a case study of how pipe thrusters were used to complete a large-diameter HDD crossing.

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¸ definable 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 Infiltration and Inflow

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 effective management approach for reducing sanitary sewage overflows 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 identification 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 Affecting 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 flexural 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 Jeffrey 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 effectiveness 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 confidence and implementa-tion of techniques that have proven to protect the public and industry employees.

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 identifies key elements for project planning, including pre-construction location and post verification 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 confidence.

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 Inflow and Infiltration (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 flows and volumes using field investiga-tions including sewer inspection data in NASSCO PACP© format.¸ flow monitoring data¸ dye testing¸ hydraulic modeling data¸ residential complaint records¸ and surface feature data¸ office 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, WSA Consultants, a division of 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-fit HDPE liner utilizing a modified 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 Benefits of Implementing a Structural Water Main Rehabilitation

Isabel Tardif, CERIU and Joe Loiacono, Sanexen This paper discusses the results obtained from a study analyzing benefits 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 fiberglass 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-effective 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 Water Small-Diameter Hard Rock Systems for Incline Hydro Schemes

Tom Fuerst, The Robbins Company This paper discusses a new type of self-propelled, hard rock boring machine for excavating inclined tunnels up to 45percent grade. In addition to a technical discussion of machine capabilities¸ the paper presents a case study of machine use at a small-scale hydro project in Sweden.

9:40 AM C-5-05 Gas HDD Crossing under Environmen-tally Sensitive Slough: Mitigation of Hydrofracture Risk

Kathryn Wallin and Matthew Wallin, Bennett Trench-less Engineers

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.

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 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.

10:45 AM D-1-02 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.

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¸ significant grade changes and the installation of connections and valves for a first-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., WSA Consultants¸ a division of GENIVAR; and Mark Andrews¸ P. Eng., Andrews Infrastructure

This paper presents the findings 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 flows 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-flowing Large-Diameter Sewer

David Crowder and Gerald Bauer, R.V.Anderson Associ-ates Ltd.; and Kevin Bainbridge, City of Hamilton

This paper describes the significant challenges required to carry out the inspection and rehabilita-tion work for a deep¸ high-flowing 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, URS Corp.; Tracy Fee, URS Corporation; and Celina Perez, URS Corp.

This paper describes Baltimore County’s efforts to prevent sewage discharges and stem chronic sewer overflows 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 specific 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 first 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 Ground Movements Observed When Pipe Bursting in Clay

Heather McLeod, Golder Associates; Richard Brachman and Ian Moore, Queen’s University

This paper discusses the field work completed to investigate patterns of ground movement during pipe bursting operations in clay.

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 Significant 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 significant 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 Northern California to construct watertight shafts 15.8-m (50-ft.) and 28-m (92-ft) deep in difficult 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

Kimberlie Staheli, Staheli Trenchless Consultants and John Parnass, Davis Wright Termaine¸ LLC

This paper discusses geotechnical baselines as they apply to trenchless projects and their legal impact when a differing site condition claim is filed.

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 insufficient.

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.

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 Innovative Technologies and a Technology Selection Roadmap for Optimization of Pipeline Inspection

Scott M. Thayer¸ Ph.D. and Philip Johns, RedZone Robotics¸ Inc.; Fu-hsiung (Dennis) Lai, U.S. Environ-mental Protection Agency; and Mary Ellen, Tuccillo, The Cadmus Group¸ Inc.

This paper describes a technology selection road map for pipeline condition assessment.

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 difficulties 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 Effective 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 findings 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 and Slauson Project

Keith Hanks, City of Los Angeles This paper presents the findings 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 Wastewater Sustainability in Infrastructure Robert K. Lee¸ P.E. and Janice M. Keeley, Brown and Caldwell

This paper discusses the topic of sustainability development as it relates to buried infrastructure. Topics will include the greenhouse gas emissions and fossil fuel usage in the areas of materials of construction and reducing I/I or distribution water loss vs. continued pumping and treating.

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 constracts 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 Paper To Be Determined

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, Louisiana Tech University and Erez Allouche, Louisiana Tech University

This paper describes an innovative spray-on grout material consisting of inorganic alumino-silicate polymers that offers 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: Condition 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, Jacobs Engineering Group

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 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¸ field design modifications¸ equipment selection¸ jacking and receiving shaft support of excavation¸ ground modification¸ geotechnical

5:10 PM E-5-05 Wastewater Challenging Urban Environment Demands Trenchless Methods to Improve CSO Control

Dennis Doherty, P.E. and Paul Savard, Jacobs Engineer-ing 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.

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 Effectiveness 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 field 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.

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.

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 effort 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-sification¸ 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 Efficient Method for Continuous Monitoring of Water and Wastewater

Manu Agarwal and Dr. Sunil Sinha, Virginia Tech This paper focuses on the development of fiber-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 benefits 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 Neofit 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 Liner-host Pipe Interaction and the Design of Pressure Pipe Liners

Michael Brown, Ian Moore and Amir Fam, Queen’s University

This paper discusses pressure pipe liners; potential failure modes that involve interaction of the liner and the old pipe being repaired: where they span across perforations¸ across ring clamps¸ longitudinal fractures and ring fractures.

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 finite 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 Environ-mental Protection Agency; Ray Sterling, Louisiana Tech University; and Bob Morrison, Jason Consultants

This paper describes an EPA research program to define 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 simplified 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 Effect of Local Imperfection on Stabil-ity of Cylindrical Liners Subjected to 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 difficult 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 different 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.

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 first session covers new construction techniques – micro-tunneling, HDD, pipe jacking, auger boring and pipe ramming. The rehabilitation session provides an overview of the meth-ods 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 (member), $200 (non-member) regular. Includes attendance to the course, course handouts, and a Continuing Education Unit certificate issued by Louisiana Tech University.

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 effective trenchless 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 meth-ods. It significantly reduces infiltration and ex-filtration. CIPP is cost-effective and increases flow capacity. And because it is trench-less, traffic congestion and site disruption are significantly reduced. Learn more about the benefits 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 certificate issued by Louisiana Tech University.

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 throughout the United States and elsewhere. Many laterals have not been maintained and as a result, allow significant amount of inflow and infiltration (I/I) into sewer systems, which can lead to sanitary sewer overflows, 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 certificate issued by Louisiana Tech University.

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 field 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 certificate issued by Louisiana Tech University. Participants will re-ceive a complimentary copy of the course manuals.

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 completely new pipe, provid-ing 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 certificate issued by Louisiana Tech University. Participants will receive a complimentary copy of the course manuals.

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 condi-tions and requirements.

Cost to attend: $300/early and $400/regular. Includes attendance to the course, course handouts, and a Continuing Education Unit certificate issued by Louisiana Tech University.

NASSCO PACP Trainer RecertificationThis class is for current PACP trainers who have not met the require-ments to be automatically recertified. This one day class will ensure the trainer is able to correctly arrange for, conduct and complete PACP classes. Registration 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 certified 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 guarantee until you receive approval from NASSCO. Cost to attend: $500.

NASSCO Pipeline Assessment and Certification Program – Including ManholesThis two day comprehensive training program will demonstrate to municipalities, engineers and contractors the benefits and impact of PACP, which provides standardization for the inspec-tion industry. The training and certification of operators, techni-cians and engineers on understanding and implementing the PACP coding system is critical to the standardization process. Cost to attend: $750.

Pre-/Post-Conference Seminars

Hotel InformationLocation: 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 offers fine 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 spa-cious hotel suites

• Amenities include a 32" flat panel HDTV with picture-in-picture and data/entertainment connectivity

• Experience luxurious Schaumburg hotel suites boasting hardwood floors and beautiful chandeliers

• Expressive, yet functional rooms, classically styled with touches of whimsy in warm, vibrant colors

• Delight in oversized bathrooms with a 13" flat screen TV integrated in the mist-free mirror

• Business friendly Schaumburg lodging includes both wired and wireless high speed Internet access

2010 No-Dig ShowRenaissance Schaumburg Hotel and Convention Center, Chicago, IL

101 Duke's Root Control Inc102 Avanti International107 Vac-Tron Equipment LLC113 LMK200 deneef Construction Chemicals201 Hammer Head, An Earth Tool Company201 Vermeer204 Digital Control Incorporated205 SAERTEX multicom GmbH208 Composites One209 Sprayroq Inc221 Danby LLC222 Technical Toolboxes 235 U.S. Pipe & Foundry Co, LLC301 NASTT306 Insituform Technologies Inc307 Rain for Rent310 PipeMedic by QuakeWrap Inc311 FORMADRAIN Inc313 Miller Pipeline Corp317 Underground Tools Inc (UTI)319 Performance Pipe

332 CIPP Corp401 Aqua-Pipe407 Interplastic Corp408 Reline America409 CUES411 Cosmic Tophat LLC412 Icon Equipment Distributors413 Hauser Laboratories, A Division of Microbac Laboratories Inc 415 Jack Doheny Supplies & Rentals417 Terre Hill Composites418 Mears Group Inc419 PPIC420 Jack Control501 TT Technologies507 Ditch Witch510 MaxLiner LLC511 Underground Solutions514 AOC Resins515 Aries Industries Inc517 American Augers518 Logiball Inc520 Spectrashield

522 Herrenknecht AG601 Michels Corp607 Akkerman Inc609 AMERICAN Ductile Iron Pipe611 Echologics Engineering Inc612 Inliner Technologies613 Ameron International615 HTS Inc Consultants616 Baroid Industrial Drilling Products617 Mission Clay Products/ No-Dig 701 Pure Technologies705 Envirosight706 Midwest Mole Inc707 Godwin Pumps710 Trenchless Technology Magazine712 MTC713 Perma-liner Industries Inc718 National Liner LLC723 CertainTeed Corp800 Ultraliner Inc

*As of 10/1/09

522 Herrenknecht AG601 Michels Corp607 Akkerman Inc609 AMERICAN Ductile Iron Pipe611 Echologics Engineering Inc612 Inliner Technologies613 Ameron International615 HTS Inc Consultants616 Baroid Industrial Drilling Products617 Mission Clay Products/ No-Dig 701 Pure Technologies705 Envirosight706 Midwest Mole Inc707 Godwin Pumps710 Trenchless Technology Magazine712 MTC713 Perma-liner Industries Inc718 National Liner LLC723 CertainTeed Corp800 Ultraliner Inc

*As of 10/1/09

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 EventsGala 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 OnlyMon., 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 mhill@benjaminmedia.com

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