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307 defect in joints when the laterals were put together were probably leaking water. If those <br />308 soils were sandy, Mr. Pasko opined that most of the surrounding trees were drinking <br />309 water out of those laterals and had been doing so for some time. <br />310 <br />311 Mr. Culver referenced the permit information previously supplied to the PWETC for <br />312 sewer services (September 2015) and advised that those numbers continued to increase. <br />313 When televising city mains, Mr. Culver reported that they looked the short distance <br />314 available into laterals, and when seeing an obvious root intrusion, those property owners <br />315 were sent a standard courtesy letter alerting them to that observation. <br />316 IAL <br />317 Mr. Pasko briefly reviewed some of the new inspection tools available in that ever - <br />318 changing technology and ability for television inspections that can pan and tilt about 1' <br />319 into the lateral. Also, if no root intrusions are observed, Mr. Pasko advised that a small <br />320 crawler attached to the main robot can be deployed to move up the lateral into the home <br />321 carried by a tether. <br />322 or <br />323 If there are too many roots present or a sag, Mr. Pasko noted there is also technology for <br />324 a mobile probe through the home's inside cleanout consisting of a low voltage probe to <br />325 hit the pipe, then another section grounded to a sign post or fire hydrant to ground it and <br />326 complete the circuit. Mr. Pasko advised that this allows the operator to measure how <br />327 much current arrives at that ground from the probe and from the amount of current back <br />328 estimate or calculate the amount of I & I that can go in. Mr. Pasko noted that this also <br />329 provided a nice and repeatable measure from one year to the next. However, Mr. Pasko <br />330 noted that it also depended on the operators on those cameras and their skill levels; again <br />331 requiring ordinance parameters that clearly define potential problem areas and variables. <br />332 <br />333 At the request of Member Cihacek, Mr. Pasko confirmed that the contractors performing <br />334 lining of mains and those lining laterals were two separate specialties with their <br />335 equipment also radically different at this time. Mr. Pasko noted that lining of mains was <br />336 becoming more common and specialized, and those contractors didn't want to stop that <br />337 process to deal with laterals. Mr. Pasko advised that he had yet to see any contractor <br />338 make lining laterals part of lining main lines. Mr. Pasko noted that it was more common <br />339 to line the mains one year and return the next year to line laterals. <br />340 <br />341 In the City of Edina, Mr. Pasko reported that when they do street reconstruction, they will <br />342 also rehabilitate or line laterals, but that is typically done by a different contractor while <br />343 still allowing private owners to take advantage of a better rate for that contractor to do <br />344 multiple linings once mobilized. In other words, as suggested by Member Cihacek, if the <br />345 City of Roseville bid street reconstruction, and chose to bid laterals while the street was <br />346 torn up, it made sense to do so, but otherwise there was no benefit to bidding them <br />347 together. Mr. Pasko reiterated that he didn't see those technologies merging anytime <br />348 soon; since those operating the joysticks differ. Mr. Pasko advised that the skill sets of <br />349 most of those operators were amazing; with some of the best he'd observed having <br />350 previously been drone pilots, and transferring those skills to this technique. <br />351 <br />Page 8 of 20 <br />