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March 17-21, 2019 Chicago, Illinois27SHOWMonday, March 18, 2019Paper Summary - AM SessionsFor a more detailed paper summary descriptionmake sure to download the No-Dig Show y, March 18, 2019 - AM SessionsTrack 2: HDDTrack Leader: Maureen Carlin, Ph. D.9:55 AM. MM-T2-02Elimination of Two Pump Stations inBloomington, IllinoisLuke Thoele, City of Bloomington; Ryan Otto, City of Bloomington;Dan Good, Maurer-Stutz Inc; Don Colclasure, Stark Excavating;Mike Kaisner, Hoerr Construction; Eric Whiteside, Midwest MoleThe City of Bloomington, Illinois, was able to eliminatetwo sanitary sewer pump stations by using acreative combination of horizontal directional drilling,CIPP lining and repurposing an abandoned force mainas a gravity flow sewer.10:20 AM. MM-T2-03Alternative HDD Construction Methodfor Ocean OutfallCraig Camp, GHD; Sharron Lynn, City of Rehoboth Beach;Kelvin George, GHD; Nick Strater, Brierley AssociatesThe paper will focus on the lessons learned duringconstruction of an offshore pipeline. Constructionincluded 6,000 ft of outfall including diffuser. Horizontaldirectional drilling installed 3,800 ft of the offshoreocean outfall pipeline. The project required re-drilling1,200 ft of pilot hole and intersecting the HDDalignment.Track 3: Condition AssessmentTrack Leader: Paul Savard9:55 AM. MM-T3-02Using Condition Assessment Data to MoreEfficiently Manage Your PipelinesSteve Bruskiewicz, Pure Technologies U.S.This presentation will discuss different techniquesand technologies for collecting actionable data onthe condition of the pipeline to make confident andinformed management decisions.ElectricalGasOther10:20 AM. MM-T3-03Inspection, Condition Assessment andRehabilitation Planning for the Primary TrunkJayne Harris, Jacobs; Justin Starr, Redzone Robotics; BenPressman, The Regional Municipality of York; Sam Cancilla,Redzone Robotics; Gordon Henrich, D.M Robichaud Ltd; ChrisWhite, Redzone RoboticsEnhanced inspection and condition assessment ofthe primary trunk sanitary sewer to evaluate currentcondition and rate of change and to determine theoptimum timeline for rehabilitation.10:45 AM. MM-T3-04Condition Assessment of Twin 30-in. Steel Force MainsWayne Gresh, Carollo Engineers; Susan Hildreth, King CountyWastewater Treatment Division; Karl Hadler, Carollo Engineers;Alison Payauys, Carollo Engineers; Richard Pousard, HDRTrenchless condition assessment of approximately25,000 lf of twin parallel 30-in. diameter steel forcemains using soil corrosively, close interval potentialsurvey, direct assessment, CCTV inspection andultrasonic wall thickness measurements.11:10 AM. MM-T3-05Benefits of a Phased Approach to ForceMain AssessmentAmy Bley, RJN Group Inc; Catherine Morley, RJN Group IncForce main inspections are inherently expensive.This paper will explain the benefits of a phasedapproach in determining force main conditions anddifferent inspection technologies available. By usingspecific case studies we will show how trenchless andtraditional open cut techniques can be used togetherto save time, effort and money.Track 4: Pipe BurstingTrack Leader: Babs Marquis, CCM10:20 AM. MM-T4-03Pipe Bursting Challenges and Emergency RescueShafts in Newport Beach, California - OrangeCounty Sanitation DistrictRaul Cuellar, Orange County Sanitation District; Brad Moore,Orange County Sanitation District; Mark Hutchinson, StaheliTrenchless ConsultantsThis paper discusses the major challengesencountered during pipe bursting operations, theMonday, March 18, 2019 - AM SessionsNO-DIG2019NASTT’s

28March 17-21, 2019 Chicago, Illinois2019Monday, March 18, 2019 - AM SessionsNASTT’sMonday, March 18, 2019Paper Summary - AM SessionsWater/WastewaterWaterWastewaterproject installed 920 ft with three different pipesizes within a busy traffic corridor in the City ofNewport Beach. Two emergency rescue shafts wererequired to be constructed due to 2-in. thick redwoodboards surrounding the existing sewer pipe.10:45 AM. MM-T4-04What You Don’t Know Can Hurt You WhenPipe BurstingMark Hutchinson, Staheli Trenchless Consultants; Daniel Tariku,City of Portland; Raul Cuellar, Orange County Sanitation DistrictThis paper provides examples from past projects offactors outside the pipe that affect pipe bursting andtheir result. The paper provides a list of questions toask during the predesign and design to better tailorthe project to the site conditions you can’t see.11:10 AM. MM-T4-05Redding, California, Successfully Uses Static PipeBursting for Over Three Miles of Gravity SewerMains and LateralsEdward Alan Ambler, AM Trenchless; Josh Vandiver, City ofRedding; Corri Vandiver, City of Redding; George Mallakis,TT TechnologiesThe City of Redding in Northern California hasconstructed a static pipe bursting project replacing morethan three miles of gravity sewer mainline and laterals.Redding design staff teamed with AM Trenchless andCox and Cox Construction to perform the project toreplace both existing VCP and AC pipelines.Track 5: CIPPTrack Leader: Jason Schiro9:55 AM. MM-T5-02Rehabilitation of the 1917 NATS Trunk SewerKevin Bainbridge, Robinson Consultants; Patrick Moskwa,Robinson Consultants; Roger Levesque, Halifax Water;David Ellis, Halifax WaterThe NATS Trunk Sewer was constructed in 1917 viatunneling and trench excavation along the NorthwestArm inlet. Inspections of the NATS identified the needfor rehabilitation to remove debris, restore structuralintegrity, eliminate exfiltration and infiltration, establisha corrosion barrier and extend the life of the sewer.10:20 AM. MM-T5-03Toronto Water’s Annual SewerRehabilitation ProgramChristopher Macey, AECOM; Bo Pajic, Toronto Water; KevinBainbridge, Robinson Consultants; Kristy Gibson, TorontoWater; Richard Sukut, AECOMToronto Water manages an inventory of over 5,540km of sewers that directly service a population of 2.8million. Its annual rehab program is among the largestand most mature programs in North America with afocus on sustainability and minimizing the impact ofdelivering the program on the public.ElectricalGasNO-DIGSHOWOtherTrack 6: Wastewater Pipeline RehabilitationTrack Leader: George Kurz9:30 AM. MM-T6-013.6-Mile Sewer Force Main Repair andRehabilitationScott Teschky, City of Fort Lauderdale; Jose Custodio, City of FortLauderdale; David Kinsella, Murphy Pipeline Contractors Inc19,400 lf of failing DIP 30-in. force main was rehabilitatedutilizing HDD, including a subaqueous crossing,swagelining and open cut. HDPE was used for thenew pipe. Under an emergency purchase declaration,the city procured the project using the design-builddelivery method to expedite execution of the work.9:55 AM. MM-T6-02Calumet Intercepting Sewer 19F RehabilitationFrederick Wu, Metropolitan Water Reclamation District ofGreater Chicago; Kevin Coburn, Insituform Technologies USAPaper and presentation surrounding the conditionassessment, technology evaluation, and rehabilitationof 14,000 ft of 60-in. diameter wastewater pipeline (30ft to 60 ft in depth) in the greater Chicago, Illinois, area.10:20 AM. MM-T6-03Evaluation of Potential Release of OrganicChemicals in the Steam Exhaust during PipeRehabilitation Using CIPPVinayak Kaushal, Center for Underground InfrastructureResearch and Education; Mohammad Najafi, Center forUnderground Infrastructure Research and Education;Melanie Sattler, The University of Texas at Arlington; KevinSchug, The University of Texas at ArlingtonThis paper is presents literature review results relatedto potential release of organic compounds during piperenewal/rehabilitation using the steam-cured CIPPmethod.10:45 AM. MM-T6-04Nothing Rosy about a Failed Sewer Part 2:Lessons Learned During ConstructionCasey Raines, GHD; Greg Watanabe, GHDThe Rose Canyon Trunk Sewer, a 60-in. plastic-linedreinforced concrete pipe, required rehabilitation dueto failed weld strips at the joints. Internal mechanicalpipe seals and new plastic liner strips were selectedto repair the trunk sewer via manned entry. Part 2outlines the lessons learned during construction.11:10 AM. MM-T6-05Engineered and Innovative - Taking the TrenchlessApproach in Springfield, MassachusettsJonnas Jacques, KleinfelderThis presentation will focus on the trenchlessrehabilitation methods used in the design and

March 17-21, 2019 Chicago, Illinois29SHOWWater/WastewaterWaterMonday, March 18, 2019Paper Summary - AM SessionsWastewaterconstruction of the Main Interceptor Rehabilitationand CSO Improvements Project in Springfield,Massachusetts. The presentation will discuss sometypical design challenges, the solutions to overcomethem and considerations for future large diameterwastewater infrastructure rehabilitation.Water/WastewaterMonday, March 18, 2019 - AM SessionsTrack 1: Large Diameter TunnelingTrack Leader: Matthew Wallin, P.E.9:30 AM. MM-T1-01Emerald Parkway Culvert Repair - CombiningMultiple Trenchless Techniques to RepairCollapsed Culvert and Re-establish SafetyAnthony Vitale, Northeast Ohio Regional Sewer District;Charles Roarty, NTH Consultants Ltd; James Jones, NortheastOhio Regional Sewer District; Brian Froehlich, Turn-KeyTunneling Inc; Karrthik Kirupakaran, NTH Consultants LtdThe Emerald Parkway Culvert Repair Project is a DesignBuild Contract issued by the Northeast Ohio RegionalSewer District to address a 250-lf section of collapsed11-ft diameter corrugated metal pipe culvert. Thecollapse caused runoff from 625 acres of drainage areato submerge the inlet and upstream areas.9:55 AM. MM-T1-02Design and Construction of the MagnoliaStormwater Project in El Paso, TexasAndrew Finney, Jacobs; Michael Ancell, Jacobs; ThomasCieslik, El Paso WaterThis paper discusses the evaluation of appropriatetunneling technologies and presents constructionobservations related to tunneling through clean sandto construct a stormwater discharge to the Rio Grandefor the Magnolia Stormwater Project.Track 4: Pipe BurstingTrack Leader: Babs Marquis, CCM9:55 AM. MM-T4-02The City of Montrose, Colorado, Self PerformsPipe Replacement Program Proves SuccessfulDave Holcomb, TT Technologies Inc; John Zarkis, City of MontroseRising costs associated with traditional open cutreplacement pushed Montrose utilities division to lookat trenchless pipe bursting. This paper will focus onthe complete pipe replacement program, from agingpipe selection criteria through replacement pipe install.Including program challenges, lessons learned andoverall cost savings.ElectricalGasOtherTrack 5: CIPPTrack Leader: Jason Schiro9:30 AM. MM-T5-01Difficult Location Leads to Innovative Solution:Using CIPP to Rehabilitate a Failing Water MainLocated Under a IDOT RoadwayShaun McKaigue, FER-PAL InfrastructureBy using CIPP water main relining, the Village ofLombard was able to structurally rehabilitate a watermain located next to a sewer and directly under oneof the busiest roadways in the State of Illinois. Throughthis, the City was able to minimize the disruption totraffic, residents and businesses.10:45 AM. MM-T5-04UV-Light Cured CIPP Lining for Pipeline RehabilitationJeff Maier, C&L Water Solutions Inc.; Mark Hallett, SaertexMulticom LP; Steve Lamb, North Davis Sewer DistrictA technical overview of the ultra-violet light cured,glass reinforced CIPP lining process (UV-CIPP) fortrenchless rehabilitation of sewer, storm waterand pressure pipelines is presented. Design andspecification considerations, product selection,installation procedures, quality assurance/qualitycontrol measures and inspection will be covered. Casestudy examples will be provided.11:10 AM. MM-T5-05CIPP Pipe Renovation Under the Rideau CanalUsing a Styren-Free ResinHoussam Ghosn, Clean Water Works; Kyle Peori, Clean WaterWorks; Kaleel Rahaim, Interplastic Corporation; Derek LougherGoodey, Stantec; Jason Schiro, Interplastic CorporationAfter the successful completion of a styrene-freeCIPP project for three sewer pipes installed underthe Ottawa Rideau Canal, a technical paper isprepared to describe the choice of a styrene-free resinapplication in lining the pipes, while presenting thechallenges of setup and installation.WaterMonday, March 18, 2019 - AM SessionsTrack 1: Large Diameter TunnelingTrack Leader: Matthew Wallin, P.E.10:20 AM. MM-T1-03EPB and Boulder EncouneringKeivan Pak-Iman, Dibco Underground Ltd.The Zone 4 Feedermain Project involves 4,080 mof watermains to be installed by trenchless methodsMonday, March 18, 2019 - AM SessionsNO-DIG2019NASTT’s

30March 17-21, 2019 Chicago, Illinois2019Monday, March 18, 2019 - AM SessionsNASTT’sMonday, March 18, 2019Paper Summary - AM SessionsWater/WastewaterWaterWastewaterwith tunnel diameters ranging from 1,600 mm to3,500 mm. Trenchless crossings include union gastransmission lines, regional intersections, Highway401, CP rail tracks, 16-mile creek and numerous boxculverts.Track 3: Condition AssessmentTrack Leader: Paul Savard9:30 AM.MM-T3-01Late 20s, Early 30s - Riveted Steel Pipe ConditionAssessment - City of Toronto’s Cadillac Water MainPeter Peng, City of Toronto; Piero Salvo, GAME TrenchlessConsultantsThe City of Toronto has 500 km (300 miles) of trunkwater mains, of which 16 km (10 miles) are 1920/1930svintage Riveted Steel ‘Metrolinks’ pipe. These pipesare considered to be the Cadillac of water mainsbecause of the way they were built. The city’s proactiveCondition Assessment program will be presented.Track 4: Pipe BurstingTrack Leader: Babs Marquis, CCM9:30 AM. MM-T4-01City of Tampa’s Courtney Campbell CausewayProject – Successful Pipe Bursting Under aHeavily Traveled Scenic HighwayEdward Alan Ambler, AM Trenchless; Roy McKenzie, City of TampaThe City of Tampa successfully implemented a 1,700LF 8-in. pipe bursting project under a scenic highwaywith average daily traffic of 75,000 vehicles. Use of pipebursting on this project clearly demonstrates the socialsavings trenchless provides to reduce the constructionschedule and footprint on major roadways.GasMonday, March 18, 2019 - AM SessionsTrack 2: HDDTrack Leader: Maureen Carlin, Ph. D.9:30 AM. MM-T2-01A Study on the Design-Build Delivery of a 9,000-ftIntersect Horizontal Directional Drill Under theBarnegat BayKerby Primm, Laney Directional Drilling; Mike Healy, Stantec;Marc Pannaccione, New Jersey Natural Gas; Maureen Carlin,Laney Directional DrillingThis case study discusses the recently constructedSouth Seaside Reinforcement Project for New JerseyNatural Gas. It included the 9,000-ft HDD installation ofa 12-in. diameter pipeline under the Barnegat Bay. Thedrill geometry included multiple horizontal and verticalcurves and the construction was executed using theintersect method.ElectricalGasNO-DIGSHOWOther11:10 AM. MM-T2-05Comparing Two Horizontal Directional DrilledCrossings With and Without a Surface Casing inCache Creek, British ColumbiaMichelle van der Pouw Kraan, McMillen Jacobs Associates;Carrie Grant, FortisBC; Rachel Martin, McMillen JacobsAssociates; Norman Joyal, McMillen Jacobs AssociateThis paper compares the two crossings completed withand without a surface casing in the adverse groundpresent in the upper portions of the bore profile. OtherMonday, March 18, 2019 - AM SessionsTrack 1: Large Diameter TunnelingTrack Leader: Matthew Wallin, P.E.10:45 AM. MM-T1-04Corrugated City of Steam – University of ArizonaDrama TunnelMo Ehsani, QuakeWrap Inc; Ryan Kelly, FRP Construction LLCThe paper describes the repair of over 130 ft of a 96-in.diameter corrugated metal pipe utility tunnel undera university campus. The tunnel houses several utilitypipes. Repairs using carbon FRP application weresuccessfully completed on time with no disruption ofservice to the tunnel or campus traffic.11:10 AM. MM-T1-05Mechanized Cross Passage Construction: Idealfor Soft Soils with High Groundwater TableGerhard Lang, Herrenknecht AG; Peter Schmaeh,Herrenknecht AGCross passages are gaining importance in theconstruction of safe underground infrastructuressuch as traffic tunneling projects. This paper presentsmechanized cross passage concepts to be used tolink two traffic tunnels or tunnels with escape shaftsin weak ground conditions with a high groundwatertable.Track 2: HDDTrack Leader: Maureen Carlin, Ph. D.10:45 AM. MM-T2-04Hydrofracture Risk Evaluation: Advancing DesignPracticeMary Neher, Bennett Trenchless Engineers; Dave Bennett,Bennett Trenchless EngineersA continuation of work by Staheli et al (2010), thispaper addresses the sensitivity of the hydrofracturerisk prediction for specific soil types. It discusses theresults of the model when input parameters are variedover the range which is appropriate for soil types suchas undrained clays.

31March 17-21, 2019 Chicago, IllinoisNO-DIGSHOWTrack #Room #Track Leader3:45 PM4:10 PM4:35 PM5:00 PM2019NASTT’sMonday, March 18, 2019Schedule At-A-Glance - PM SessionsWater/WastewaterTrack 1(MA-T1-01-04)Track 2(MA-T2-01-04)WaterTrack 3(MA-T3-01-04)WastewaterElectricalTrack 4(MA-T4-01-04)Track 5(MA-T5-01-04)GasOtherTrack 6(MA-T6-01-04)Room 14Room 12Room 1Room 2Room 3Room 4MicrotunnelingBrenden TippetsHDDDennis DohertyDirect PipeJon RobisonPipe RammingSam BrancheauCIPPBill MooreWastewaterPipeline RehabilitationDavid RosenbergKingsburyRun CulvertRepair: FirstHorizontalS-Curve &Double VerticalCurve in theUnited StatesDesignBuild Solutionfor TrenchlessInstallation of9,500-ft LongHDD CrossingDirect PipeForumGuided PipeRamming atO'Hare AirportMinimizesDisruptionNot on MyWatch - UsingCIPP to EnsureDisaster Doesn'tStrikeEmergencyForce MainTrenchlessRehabilitationProper FluidManagementfor SuccessfulInstallationsEngineeringJudgement inMaximum BorePressure ons inSensitive GroundConditionsEast CentralRegional WaterReclamationFacility (ECRWRF)Biosolids 30-in.RAS Twin PipeRehabilitationPipeBurstingSuccess inDevelopedNeighborhoodGlobevillePh. 3 OutfallTunnel Project- Challengesand Solutionsfor Twin 8.5-ftDiameterTunnelsBeaufortJasper Water &SewerAuthorityInstalls MultipleHigh-Risk HDDswith ProvenProcurementMethodA CaseStudy on theWorld-RecordDirect Pipe MethodInstallationBeneath theGulf of MexicoUse of thePipe CrushingTechniqueExpeditesRemoval of'Swallowed'CorrugatedMetal Pipe(CMP)Success forStamford inCIPPLife CycleCost Analysisfor DecisionMaking inCollectionSystemRehabilitationColumbiaWater SupplyTunnel in PascoWashingtonOutfallReplacementunder San ElijoLagoon MarineReserve42-in. DirectPipe Through227MPa RockUse of thePipe RammingMethod toFinishInstallationsBegun by otherTrenchlessMethodsTheMechanicalPropertyTesting andEvaluation forReinforced CIPPCompositeMaterials usingGlass, CarbonFibers andPolyester FeltLargeDiameter Se

"CrowdCompass AttendeeHub" from your app store. Then search "NASTT's No-Dig Show" to join the fun. 24 NASTT's NO-DIG 2019 SHOW March 17-21, 2019 Chicago, Illinois Monday, March 18, 2019 NASTT's Speakeasy Auction NASTT's Silent Auction Item Viewing 9:30 AM - 4:30 PM