THE ECOLOGICAL IMPLICATIONS OF TRENCHLESS PIPE REHABILITATION



Similar documents
The Environmental Implications of Road Culvert Repair Technologies. Bridget Donaldson Senior Research Scientist

REVIEW OF TRENCHLESS TECHNIQUES FOR THE REHABILITATION OF SEWERS. Gerhard (Gerry) P. Muenchmeyer, P.E. Muenchmeyer Associates, LLC

Mainline Pipe Rehabilitation Using Cured-in-Place Pipe (CIPP) & Folded Pipe Technology

Rehabilitation Alternatives. MWEA Collection System Seminar October 1, 2009

SPECIFICATIONS FOR SEWER PIPE AND LINING INSERTION - TRENCHLESS; GENERAL GUIDELINES (As Provided by NASSCO)

Ultraviolet (UV) Light Cured Fiberglass Reinforced Cured-In-Place Pipe (CIPP) It is not just for sanitary sewer rehabilitation

The leader in trenchless rehabilitation

REHABILITATION OR REPLACEMENT? THAT IS THE QUESTION

Rehabilitation or Replacement? That Is The Question

Relining of Water Mains with. Flexible High Pressure Pipelines. Raedlinger Primus Line, Inc. Ivan Zubiaga Executive Vice President 2014

REHABILITATION OF UNDERGROUND SEWER LATERAL PIPES WITH CURED-IN-PLACE-PIPE LINER SECTION 02542

Introduction to Pressure Pipe Rehabilitation with CIPP

Industrial Pipeline Integrity Management & Remote Polyurea Pipe Lining Systems.

Culvert Rehabilitation Practices

Structural Lining for Water Mains. Presenters: Stephen Marcino, PE and Micah Blate, EIT (JMT)

PROVIDING THE SAFE CHOICE FOR UNDERGROUND PIPE RENEWAL, INTEGRITY MANAGEMENT AND ASSET RELIABILITY

Storm Sewer Trenchless Upgrade Alternatives and Recommendations

GENERAL SPECIFICATIONS AND GUIDELINES FOR INSTALLATION MASTERLINER CURED-IN-PLACE PIPE SYSTEMS

Section 2320 Cured-In-Place Pipe Lining

Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority

Where life interacts with infrastructure.

by Leonard Friesenhahn, P.E.

CURED-IN-PLACE PIPE MINIMIZING RISK BY DEFECT CODING

Trenchless Construction Technology and Issues

THAT FIT SOLUTIONS. profile COVER STORY INLAND WATERS POLLUTION CONTROL, INC., DETROIT, MICH.

ENGINEERING DESIGN GUIDE FOR REHABILITATION WITH CURED-IN-PLACE PIPE Second Edition

Water Main Lining A Sustainable Alternative to Open Cut Replacement

Trouble Shooting for Trenchless Liner Installation During Sewer Line Rehabilitation

INSTALLATION OF INSITUFORM LINER

PORTLAND BES ADVANCES IN SEWER MAINTENANCE AND REPAIRS BY OPERATING MULTIPLE CIPP CREWS.

TRENCHLESS TECHNOLOGY GUIDELINES CLOSE FIT THERMOPLASTIC LINING

Frequently Asked Questions about Septic Systems

City of Missoula Wastewater Division Public Works Department 435 Ryman Street, Missoula, Montana 59802

PRODUCT CATALOGUE. for. SMARTPHONE / WEBSITE / DIGITAL EDITION / BOOK / ipad / GPS

Trenchless Technology for Drainage Structures

Superior Pipe Restoration Solutions. Proven, state-of-the-art technology that saves money, time and inconvenience. belcopipe.com

San Antonio Water System Standard Specifications for Construction ITEM NO SLIP-LINING SANITARY SEWERS

CIPP for Large Diameter Pressure Pipes. Water Research Foundation Large Diameter Pipe Rehabilitation Seminar 20 January 2016 George Bontus, P.Eng.

IS THAT LINER THICK ENOUGH?

SECTION 18 REHABILITATION OF SANITARY SEWER MAINS BY THE CURED-IN-PLACE (CIPP) METHOD MOBILE AREA WATER AND SEWER SYSEM

SASTT contact details:

San Antonio, TX July 28, 2011

Waste Collection Systems

02780 LINER FOR SEWER REHABILITATION

epros DrainLiner Program

Presented by: Scott E. Belz Project Manager- URS Corporation Robert P. Kelly, P.E. Director of Engineering-City of Westlake James J. Smolik, P.E.

ALL YOUR DRAINAGE NEEDS. Tel:

Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries

PIPE REHABILITATION. Industrial Wastewater Municipal Wastewater Drinking Water Pressure Pipes

Active Treatment Systems

Platte River Interceptor Slipline Rehabilitation

Waste Management. Infrastructure Rehabilitation in the U.S. Virgin Islands

Large Bore Rectangular Box Culvert and Non Circular Rehabilitation with CIPP

A SUPPLEMENT OF TRENCHLESS TECHNOLOGY PIPE PIPE RELINING

UVDB empowered by Achilles

Repair or Replacement - Band-Aids vs. Surgery

IN-SITU CULVERT REHABILITATION: SYNTHESIS STUDY AND FIELD EVALUATION

Improper storage of fuel on construction sites will increase the risk of water pollution that may occur as a result of leaks or spills.

GeoSpray geopolymer mortar system for structural rehabilitation of sewer and storm water infrastructure

City of Monroe Wastewater System Report

PNWS-AWWA PRESENTATION May 9, 2013 Spokane, Washington. Water Operations Stormwater Best Management Practices

Pressure Pipe and Sewer Renovation

BKP Berolina Polyester GmbH & Co. KG. Berolina-Liner System Lightspeed in gravity pipe rehabilitation!

MATERIAL SAFETY DATA SHEET Version : -

SECTION 21 REHABILITATION OF SANITARY SEWER MAINS BY THE PIPE BURSTING AND TRENCHLESS PIPE REPLACEMENT METHOD

APPLICATION OF GLASS-REINFORCED PLASTIC TO SEWER REHABILITATION

STANDARD SANITARY SEWER REHABILITATION SPECIFICATIONS

Summary 7/11/2012. Michigan Water Environment Association 2012 Annual Conference Boyne Mountain Resort

Sewer systems: Failures and rehabilitation

Collection Systems O&M Fact Sheet Trenchless Sewer Rehabilitation

CCTV PIPE INSPECTION AND EVALUATION RUNWAY 17L-35R

EI- MH TO MH LINER

REHABILITATION METHOD FOR INCREASING FLOW VELOCITY AND REDUCING SEDIMENTATION

ENVIRONMENTAL CODE OF PRACTICE FOR CONCRETE BATCH PLANT & ROCK WASHING OPERATIONS

2. SOCIAL COSTS Introduction...19 Worldwide Experience and Best Practices in Mitigating Disruption..20

12/8/2014. Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA.

CONSTRUCTION OF NON-CIRCULAR SEWER REHABILITATION PROJECTS IN LOS ANGELES

UNDERGROUND INFRASTRUCTURE SPECIALISTS TABLE OF CONTENTS

City of Mebane Wastewater Collection and Treatment Facility

FY15 Gravity Sewer and Manhole Rehabilitation

Material Safety Data Sheet

Repairs Made With Under Pressure Installations Can Offer Reduced Risks And Expenses

REHABILITATION OF THE LONG WHARF SEWER FORCE MAIN USING SLIPLINING METHODOLOGY IN NEWPORT, RHODE ISLAND

TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth

Transcription:

THE ECOLOGICAL IMPLICATIONS OF TRENCHLESS PIPE REHABILITATION Bridget Donaldson Research Scientist Virginia Transportation Research Council

Transportation Infrastructure Deterioration of pipes is a growing problem for transportation agencies $23 trillion in water and sewer infrastructure needs to be spent in next 23 yrs

Open cut: excavate old pipe Pipe Repair Trenchless: line old pipe without digging

Trenchless Technologies Four Main Categories: Sliplining Close-fit Liner Spray-on Liner Cured-in-Place Pipe Liner

Are there any environmental implications of these pipe repair methods for storm water pipes?

Trenchless Technologies Sliplining PVC or steel inserted into host pipe, space between host pipe and liner is grouted

Close-fit Liner Trenchless Technologies Folded liner, unfolds and expands to fit shape of damaged pipe

Trenchless Technologies Spray-on Liner Epoxy spray, hardens immediately to form a solid liner

Sliplining Trenchless Technologies Close-fit Liner Spray-on Liner Cured-in-Place Pipe Liner - Folded/flexible felt liner coated with resin, expands to fit shape of damaged pipe

Cured-in-Place (CIPP) Installations Common practice for lining damaged/worn utility pipes CIPP operations span the U.S. and 40 other countries Most common repair method for underground pipes, gained rapid popularity for culverts and storm water pipes

CIPP Methods Wet-out = resin impregnation: Resin hose Felt tube (liner) Coating

5. Inspect completed installation with camera Lining installation: Pump/Boiler 1. A resin-saturated liner enters the existing pipe by air or water pressure 2. Water or steam expands the liner and pushes it down the length of the existing pipe 3. Heated water or steam re-circulates and cures the resin 4. Cool-down period, then ends of cured liner are cut open

Composition of Resin Unsaturated polyester resins Vinyl ester resins Epoxies Contain Styrene Styrene content: 30-50%

Styrene Synthetic chemical, volatizes quickly in water and air Priority pollutant (EPA), potentially carcinogenic Styrene from accidental releases of uncured resin from CIPP installations has caused fish kills Vapor from styrene in CIPP installations has entered buildings and homes and exceeded allowable exposure levels

Environmental Implications? Are there effects on water quality at project sites? Measures to ensure containment of resin Methods of curing water/steam disposal Permeability of coating on liner (can styrene leach after installation?) Resin Coating

Regulations for Styrene EPA s Maximum Contaminant Level (MCL) for styrene in drinking water is 0.1 mg/l (ppm) The EPA does not have published standards for allowable levels of styrene in receiving waters The discharge of pollutants is regulated (and would require an NPDES permit)

METHODS 7 sites in Virginia 3 companies Site County Route No. Pipe Size 1 2 3 4 5 6 7 Spotsylvania Prince Edward Prince Edward Albemarle Nottoway Nottoway Nottoway 1316 15 628 1722 460 460 613 Diameter (in) 36 18 30 24 15 18 30 Length (ft) 71 60 100 121 112 64 60 Observed 5 installations Sampled water at 7 sites

Water Sampling Collected water samples before and after installations (from pipe outlet to up to 40 m downstream) - Sampled until styrene no longer detected -

Cleaning host pipe and pre-install inspection Installation Observations

Temporary dams or stream diversion

Liner insertion

Cutting Pipe Ends

Extruded Uncured Resin (580 mg/l)

Extruded Uncured Resin

What Concentrations of Styrene are TOO High?? MCL of styrene for drinking water: 0.1 mg/l none of the sites were directly linked to drinking water supplies No other U.S. (or VDEQ) regulations for styrene in water What levels harm aquatic life? Canada s regulations for toxins in discharged effluent: Effluent must be below the lethal limit for rainbow trout

Toxic Styrene Levels Aquatic Species LC 50 or EC 50 (mg/l) Water flea 48-hr EC 50 : 4.7 Amphipod 96-hr LC 50 : 9.5 Fathead minnow 96-hr LC 50 : 5.2 Rainbow trout 96-hr LC 50 : 2.5 Freshwater green algae 96-hr EC 50 : 0.72 LC 50 or EC 50 : concentration required to kill (LC 50 ) or have a defined effect on (EC 50 ) half of the study population

RESULTS Drinking water MCL: 0.1 Water flea EC 50 : 4.7 Rainbow trout LC 50 : 2.4 Styrene Concentrations During CIPP Installations (mg/l) Liner Insertion/Steaming Condensate Release Site 1 24-29 - Site 2 0.46 31 Site 3-77

Water Sampling Summary Styrene concentrations were detected up to 88 days after installation Highest concentration (77 mg/l) during effluent release Styrene concentrations at 5 of 7 sites exceeded the MCL (0.1 mg/l) of drinking water - These concentrations were above the MCL for 5 to 71 days after installation) - Concentrations above the MCL were detected up to 40 m downstream Styrene concentrations at 4 sites exceeded toxicity criteria for aquatic species - At one site these values were exceeded 24 days after installation

Observations after Installations Surface Residue

Algal blooms - Appeared within 6 to 8 days after installation, downstream only - Present at least 55 days after installation, up to 40 m downstream

Conclusions Styrene concentrations detected in water samples resulted from one or a combination of the following: Installation practices that did not capture condensate containing styrene Uncured resin that escaped from the liner during installation Insufficient curing of the resin Some degree of permeability in the lining material

Recommendations VDOT should suspend styrene-based CIPP and undertake additional study of its installation and use to gain a better understanding of the technology and its potential impacts. VDOT should evaluate their contract specifications to ensure that CIPP contractors are specifically required to prevent the escape or leaching of process residuals and to capture and properly dispose of residuals including cure water, cure steam condensate, and escaped resin. If styrene-based CIPP is reinstated, VDOT should also ensure that proper oversight is provided to ensure compliance with any revisions to the specifications.

VDOT Response VDOT immediately placed a stop work order on all styrene-based CIPP repair projects contracted by VDOT A VDOT task group led by VDOT s Environmental Division was formed to evaluate further the use of steam- and water-cipp repair projects containing styrene VDOT developed new stringent specifications for CIPP repair

VDOT Specifications VDOT project inspector must provide oversight Additional lining materials are required to ensure capture of extruded uncured resin Finished liner must be rinsed before reinstating water flow Cure water must be properly disposed Contractors must hire independent labs to test water before and after each project