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S:\Public Works\Projects\Projects by Year\2021 Projects\121-060 Dubail Sewer and Structure Emergency Repairs\1 - Admin\1 - BPW <br />Documents\20211123_121-060 Emergency Sewer Repair Dubail and Bowman Creek_Memo to BPW.doc Page 1 <br /> <br /> <br />INTER-OFFICE MEMORANDUM <br /> <br /> DEPARTMENT OF PUBLIC WORKS <br /> DIVISION OF ENGINEERING <br /> <br /> <br />TO: Board of Public Works <br />FROM: Sue Ellen Doudrick, PE <br />SUBJECT: 121-060 Emergency Sewer Repair E Dubail and Bowman Creek <br />DATE: November 23, 2021 <br />On Saturday 8/21/2021, Sewer Department received a call from 211 from the SBPD that there <br />was a large sinkhole near 817 E Dubail Street. The issue was in Bowman Creek. Upon <br />inspection the creek was flowing fully into the sinkhole within the creek under the structure. Due <br />to the vicinity of the hole being near the recently lined 72” sewer, the project contractor, Inland <br />Waters Pollution Control (IPR), was immediately contacted to be onsite to inspect the sewer. <br />Wastewater Crew was contacted to remove the EmNet Sensor equipment from the manhole in <br />Dubail directly adjacent to the creek. Upon review of data, an 18” sewer crossed under the <br />creek and tapped the manhole in Dubail east of the creek. <br /> <br />On Sunday 8/22/21, IPR mobilized to the site and inspected the sewer on Dubail from Hight <br />Street to the manhole east of Bowman Creek. The sewer was backed up with sand and water <br />and a full video inspection could not be performed. IPR inspected the manhole east of the <br />sinkhole in the creek and inspected the 72” sewer. IPR confirmed that all flow from Bowman <br />Creek was flowing into the manhole thru the 18” sewer. They also inspected the sewer from <br />Dubail to Indiana Avenue. Upon this inspection, they discovered the liner in the sewer upstream <br />of Indiana had failed and was blocking flow. <br /> <br />On Monday 8/23/21, the EmNet flow sensor data was retrieved and during previous rain events <br />in August water levels in the manhole surcharged to 17 feet and 21 feet on three occassions. At <br />these surcharged levels the pipe going under the creek would have been completed submerged <br />due to the surcharged manhole. It is likely that the pipe became pressurized due to the full flow <br />condition and water level head conditions. <br /> <br />On Monday 8/23/21, two Contractors were contacted to meet onsite: Selge Construction and <br />GE Marshall. Both met immediately and were present at the same time and walked the site with <br />us. The scope of the discussion was to bypass Bowman Creek within the structure and around <br />the sinkhole, mobilize equipment into Bowman Creek and perform a repair of the sewer without <br />impacting the structure. There were many unknowns, but the goal was to stop all flow from <br />Bowman from getting into the combined sewer before the forecasted rains. <br /> <br />On 8/23/21, Selge confirmed availability to perform work starting on 8/23 with a manhole entry <br />and mobilization starting 8/24. Selge provided a cost of $100k and indicated there could be a <br />couple problems to repair and suggested the higher cost would be if we had to open cut the <br />road next to the culvert bridge structure. They indicated if no open cutting was required the cost <br />may be around $50k. Selge was selected due to the urgency of the matter and due to rain being <br />