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<br /> <br /> <br />INTER-OFFICE MEMORANDUM <br /> <br /> DEPARTMENT OF PUBLIC WORKS <br /> DIVISION OF ENVIRONMENTAL SERVICES <br /> <br /> <br />TO: Members of the Board of Public Works <br />Michael Schmidt, Assistant City Attorney Public Works <br />Theresa Heffner, Clerk <br />FROM: Jacob M. Klosinski, P.E., Assistant City Engineer <br />SUBJECT: Emergency Repair – McCartney Street Sanitary Sewer Repair <br />(PO-0016785) <br />Agenda Request – Ratify Emergency Repair Contract <br />DATE: October 18, 2022 <br /> <br />The Department of Public Works Division of Engineering and Street/Sewer teams contacted G.E. <br />Marshall to assist with emergency repairs following the observance of a street collapse and cave-in <br />in front of 1241 McCartney Street approximately 215 feet east of Portage Road. An 18-inch vitrified <br />clay sewer collapse. <br /> <br />Description of Collapse and Temporary Repair <br />The 18-inch vitrified clay combined sewer pipe was observed to have longitudinal cracking along <br />the length of the pipe at the 3-, 6-, 9- and 12-o’clock positions. In addition, groundwater seepage <br />and calcium deposits (efflorescence) were also visible along the cracks, indicating groundwater. <br /> <br />At the location of the collapse, a clay sewer lateral at the crown of the vitrified clay pipe collapsed <br />causing the crown of the pipe to collapse. The condition of the pipe was very bad. The use <br />compression sleeve couplings to connect an identical pipe section was not resulted in additional <br />damage. Attempts were made but due to the longitudinal crack conditions, tightening the <br />compression repair couplings resulted the pipe walls fracturing and crushing during tightening. <br /> <br />As a result of the pipe conditions, the repair was completed with the use of a smaller, 15-inch SDR- <br />35 PVC pipe. The 15-inch pipe was inserted into the 18-inch pipe approximately 2 feet to 3-feet on <br />either side of the section that was removed to re-establish the flow line in the combined sewer pipe. <br /> The new pipe was grouted in place using a concrete collar at each end of the repair section. The <br />sanitary sewer lateral for 1241 McCartney Street was re-established during the repair work. <br /> <br />During the repair, the G.E. Marshall had to address dewatering with in-situ pumps which required <br />additional time and effort. In addition, a lead water lateral service line was also exposed and had to <br />be replaced during the repair work. The roadway bedding was completed by G.E. Marshall. City <br />Street crews assisted with the asphalt patching efforts after the repairs were complete. <br /> <br />The section of 18-inch vitrified clay combined sewer pipe was added to the scope of work for the <br />2022/2023 Sewer and Manhole Rehabilitation work. <br /> <br />City’s repair estimate was $30,000. Final repair cost for the work was $45,805.63. <br /> <br />For questions, contact Jacob M. Klosinski (Ext. 9496) at the Division of Engineering.