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Alder Pump Station VFDs <br />VFDs are being installed on the three 250 hp motors. The savings from the VFD large occur <br />during the start of each motor and trader dry weather conditions, when the flow is pumped to the <br />lower head WWTP. Under all weather conditions, one pump is operating, two are stand-by. <br />Alder pumps operate 24 hours of a day. The calculations below show the energy usage for <br />constant speed pumps vs adjustable speed. <br />Constant Speed Pump <br />Pump 1 Dry Weather <br />250 hp * 0.745 hp/kW * 24 hr/day <br />* 0.6*365 days = 978,930 kWh / year <br />Pump 1 Wet Weather <br />250 hp * 0.745 hp/kW * 24hr /day <br />* 0.4*365 days = 652,620 kWh/hr <br />Total Power usage: 1,631,550 kWh/hr <br />Adjustable Speed Pumps <br />Pump 1 Dry Weather <br />166 hp * 0.745 hp/kW * 24 hr/day <br />* 0.6*365 days = 650,009 kWh / year <br />Pump 1 Wet Weather <br />250 hp * 0.745 hp/kW * 24hr /day <br />* 0.4*365 days = 652,620 kWh/hr <br />Total Power Usage: 1,302,629 kWh/yr <br />Savings from VFD = 328,921 kWh/hr @ $0.104343 <br />kWh = $34,320 per year <br />Operational Savings. We additionally work to identify areas where the improvement will positively <br />impact the daily workload of Operators. These are items such as reduced activity per week, reduced <br />time per activity, reduced overtime hours, reduced number of people to complete a task. These <br />savings cannot be identified without input from South Bend's Operators. The following is an example <br />of reduction of operator cost for replacement of a problematic pump station for Hobart. <br />Analysis of pump station data from 10/ 1/2018-417/22 defined weather as periods where the pump <br />flow rate was less than 2,500 gpm. The threshold was selected based on the apparent deviation <br />from standard dry weather diurnal curves and confirmation of the observation by operations <br />leaders. Over the total of 30,797 hours considered, 19,044 (62%) were classified as dry weather <br />and 11,753 (38%) as wet weather. For the purposes of these calculations, a 62138 split between <br />dry and wet weather was used. <br />The labor cost to the city averages $45/hr, including fringe benefits. As wet weather operations <br />requires around the clock attention, overtime charges are frequently incurrent. Overtime is paid <br />at 1.5x normal wages or $67.50/hr. Consequently, it is assumed that 16 hours (2 people for 8 <br />hours) is paid at the standard $45/hr and 32 hrs (2 people for 16 hours) is paid at the premium <br />rate of $67.501hr <br />Dry Weather Labor 365 dayslyr * .62 * 4 his/day * $45/hr = $40,734 <br />Wet Weather Labor 365 dayslyr " 0.38 * (16 hrs/day * $4511ir + 32 hrs/day * $67.50/hr) <br />_ $399,456 <br />Existing Total Labor = $40,735 + $399,456 = $440,191 <br />The standard expectation of man -power for a typical pump station the size of the Main Lift is 1- <br />hr per day for 2 people + 4 hrs per month for 2 people. This is regardless of weather conditions <br />utilizing SCADA and other automation to operate the system, <br />Future Typical Labor Costs = 1 hrlday * 1 person * 365 days/year + 4 hrsimonth * 2 <br />people * 12 months = 461 hrs/ year * $45/hr = $20,745 / year <br />Consequently, the costs for the operation of the Main Lift is the difference between the expected <br />standard operation and the actual operation: <br />The Savings Estimate is the sum of the Future Capital, Energy, and 0&M savings and is incorporated <br />directly into the contract. The total savings must be greater than the cost of the project, generally <br />including engineering and financing. Because the Future Capital cost is part of the equation, we are <br />confident that the total savings will comfortably exceed the project cost. <br />SOUTH BEND, INDIANA GSC 53 <br />