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This was an email from John Carney of Trenchless Technologies, Inc: <br />The collaborative presentation by us, who will actively participate in the presentation are myself, <br />with Trenchless Technologies, Inc. and No- DigTec, LLC and John Newell, Managing Partner of <br />No- DigTec. and Mark Mathis, who is the former WL Prospecting, Owner /President of WL <br />Prospecting, specializing in Conducting Standard AWWA Water Audits for Texas Utilities, and <br />a former member of the Texas Water Development Board — December 2003- August 2011 who <br />Authored the Water Audit Reporting Worksheet and two water loss manuals entitled, "Texas <br />Water Loss Manual for Texas Utilities. Mark is also a Current Member of AWWA Water Loss <br />Control Committee <br />John Newell is the pipe bursting specialist. No- DigTec, LLC is a nationally recognized, award <br />winning Trenchless Pipe bursting company technology is a well - established state of art utility <br />replacement process for the installation, replacement or renewal of underground utilities. <br />It is very impressive that Paris is taking a bold initiative to address failing infrastructure, but we <br />don't think you're doing it using the best technology, materials and not properly prioritizing your <br />water main replacement using the latest in leak detection technology. <br />Pipe bursting is one form of Trenchless Technology, and it is superior to open trench excavation <br />in several respects, including significantly less disruption of businesses along the route of pipe <br />replacement. Instead of digging two trenches in the street, which have to be 10 ft apart will <br />significantly disrupt commerce and traffic, whereas trenchless pipe bursting will have a small <br />entry hole dug every 700 ft or so. My rough estimate of the dirt to be displaced using trenchless <br />pipe bursting is 3% of that displaced by open cut. The result is much less disruption of traffic, <br />commerce and life in Paris. <br />HDPE pipe, the preferred pipe for both sewer and water is monolithic when installed. For <br />instance my rough calculation is that using PVC for the Paris Capital Improvement Plan there <br />will be upwards of 22,000 mechanical joints, connections which are future potential points of <br />leaks, where the HDPE pipe, fused at the joints, taps and connections will have only 348 <br />mechanical joints. The HDPE pipe has twice the life expectancy of PVC, and 100 year life is <br />expected. <br />Another major factor is the environmental impact of the project on the community, with <br />trenchless having 85% less pollution in the community. <br />We will also discuss how to select and prioritize water main replacement. Your Capital <br />Improvement Plan is only replacing 8% or so of the existing utilities and selection of the pipe for <br />replacement giving the biggest financial impact, produces savings that can help fund future water <br />main replacement. Paris' own reporting to the Texas Water Development Board show that you <br />only know where 2 tenths of I% of the water loss from leaks comes from. Without using the <br />state of the art leak "survey" technology you are relying on historical repair data, which <br />identifies only a very small part of the leaks actually occur. <br />