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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