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4.9. SR 06-03-2013
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4.9. SR 06-03-2013
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Proposed Project Team and Experience <br /> The final ash by-product is only 5%of the initial biosolids volume and significantly reduces <br /> hauling costs. Other improvements at the facility included a second fine screen,vortex grit <br /> removal system, 75-ft diameter secondary clarifier, a new ultraviolet disinfection system and pump <br /> maintenance shop. The system began start-up operations in the fall of 2008. <br /> The facility has been recognized by the American Council of Engineering Companies,Minnesota <br /> Society of Professional Engineers and the Environmental Business Journal for excellence in engineering. <br /> Blower/Aeration Improvements, New Ulm, MN (2011) <br /> Contact: Dan O'Connor,Wastewater Supervisor,507-359-8295 <br /> The City of New Ulm retained Bolton&Menk, <br /> Inc.to evaluate their blower and aeration system <br /> at the wastewater treatment facility.The existing <br /> blowers were 900 hp centrifugal blowers with a = <br /> capacity of 13,000 scfin.The City had three 900 <br /> hp blowers and through our evaluation it was <br /> determined that more efficient blowers could be <br /> installed and produce significant energy savings. <br /> The existing fine bubble diffusers only covered <br /> a portion of the aeration basin floors and while <br /> the existing diffusers did provide adequate air, <br /> there were dead zones in each of the four basins. <br /> It was determined that full floor coverage of <br /> the diffusers was the best option for the City and disc diffusers were installed in each of the four <br /> basins providing for full floor coverage. The City decided to replace one 900 hp blower with two, <br /> 300 hp turbo blowers with VFDs.Typically,only one of the turbo blowers needs to be operated. <br /> Additionally,with new dissolved oxygen probes,the blower will ramp up and down to meet oxygen <br /> demands. The one turbo blower operating produces the required air supply.The diffuser and blower <br /> upgrade has produced a substantial savings in energy costs of nearly$100,000 per year. <br /> Wastewater Regionalization, Annandale/Maple Lake/Howard Lake, <br /> MN (2009) <br /> Contact:Joe Haller,Annandale Public Works Director,320-274-3055 <br /> The cities of Annandale, Maple Lake and Howard Lake, Minnesota,partnered to create a <br /> Wastewater Treatment Commission with one centralized facility. Bolton&Menk completed a <br /> wastewater facility plan,design,project funding assistance, and construction services for this <br /> project. The major wastewater treatment improvements included: construction of new lift stations; <br /> forcemains;grit and screening removal facilities; aeration basins;final clarifiers; chlorination/ <br /> dechlorination basins; aerobic biosolids treatment and storage;blower and control building; <br /> and outfall piping. The project required the design and construction of new main lift stations <br /> and associated force mains for each community.An effluent lift station and force main was also <br /> needed to convey the effluent from the treatment facility to the receiving river. The peak design <br /> flows for these lift stations varies from 1,250 gallons per minute to 4,000 gallon per minute. Each <br /> community has unique flow variations and varying potential for growth. These variations were <br /> considered to identify the most efficient and economic lift station and force main designs. <br /> Wastewater Treatment Facility Improvements I City of Elk River, Minnesota 7 <br />
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