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City of Pleasanton
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CITY CLERK
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AGENDA PACKETS
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2023
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091923 SPECIAL
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9/14/2023 2:30:51 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
9/19/2023
DESTRUCT DATE
15Y
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3.4• Cost Components <br /> The next step in the COS analysis involves allocating the functionalized operating and capital costs to each of the <br /> cost causation components(also called cost components). The cost components represent the link between the <br /> costs of the various system functions and the reason why those costs are incurred. The cost components used in this <br /> Study include: <br /> • Meter:represents the costs of purchasing, servicing, and replacing meters <br /> • Customer:represents the costs of providing customer service and billing customers <br /> • Base(Average Delivery):represents the costs of delivering water to customers under average demand <br /> conditions <br /> • Maximum Day(Max Day):represents the costs of delivering water to customers on the day with the <br /> highest demand <br /> • Maximum Hour(Max Hour):represents the costs of delivering water to customers on the hour with the <br /> highest demand on the day with the day with the highest demand <br /> • Recycled Water:represents the costs of distributing recycled water <br /> • Recycled Water Surcharge: represents the capital costs going toward the recycled water system. <br /> Before allocating functionalized costs to each cost component,we must determine the allocation basis for certain <br /> components.These allocations are derived in the following subsections. <br /> 3.5• Peaking Factors <br /> Peaking factors represent water demand during peak times of use.As customer classes peak demands increase,so <br /> must the size of facilities and pipelines to meet their demands.The larger facilities cost more to construct, <br /> maintain, and replace.The point of identifying peaking factors is to charge each class in proportion to the peak <br /> demands they place on the water system. Functionalized costs are then allocated to the Base,Max Day,and Max <br /> hour cost components using the allocation bases derived from the peaking factors, shown in Table 3-6. <br /> City staff provided the Max Day and Max Hour peaking factors(Column B, Lines 2-3)for the water system, <br /> normalized to average day(Base)demand. The allocation bases(Columns C to E)are calculated using the <br /> equations outlined in this section. Columns are represented in these equations as letters and rows are represented as <br /> numbers. For example, Column C,Line 2 is shown as C2. <br /> The Max Day allocations are calculated as follows: <br /> • Base: BI /B2 x 100%=C2 <br /> • Max Day: (B2—B1)/B2 x 100%=D2 <br /> The Max Hour allocations are calculated as follows: <br /> • Base: B1 /B3 x 100%= C3 <br /> • Max Day: (B2—B1)/B3 x 100%=D3 <br /> • Max Hour:(B3—B2)/B3 x 100%=E3 <br /> Average Max Day/Max Hour allocations(Columns C to E,Line 4)are equal to the average of the two allocation <br /> bases derived above. These allocations are used when system costs are not distinguished between a Max Day or <br /> Max Hour function;for example, transportation and distribution(T&D)costs are allocated based on this average. <br /> WATER AND RECYCLED WATER RATE STUDY REPORT 37 <br />
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