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City of Santa Ana, CA I SEWER RATE STUDY <br />Sewer Utility Cost of Service Allocations <br />• The revenue requirements for a selected Test Year (TY) are allocated to customer classes <br />utilizing a cost causative approach endorsed by the Water Environment Federation (WEF). <br />• Customers are classified to reflect groups of customers with similar service requirements who <br />can be served at similar cost. Each class represents a particular type of service requirement. <br />• In this analysis, there are five primary cost components: (1) base flow or volume costs, (2) <br />strength (Biological Oxygen Demand and Total Suspended Solids), (3) customer meter and billing <br />costs, (4) Lateral Repair Program costs, and (5) Fats, Oils, and Greases Program costs. <br />Proposed Sewer Rates <br />Currently, the Sewer Enterprise recovers costs through a commodity -only rate structure, which can <br />result in a volatile revenue stream. To increase revenue stability, Black & Veatch examined different <br />combinations of fixed /variable rate structures. The purpose of these changes is to provide funds for <br />specific capital or operating activities. For example, the Sewer Enterprise provides lateral repairs to all <br />customers who request this service. Previously, the City provided this service when funds are available. <br />For this rate study, the City provided the average cost for lateral repairs and the proposed alternative <br />rate schedule includes a specific charge intended to fund this program. Black & Veatch is also proposing <br />consideration of a capital recovery charge, intended to provide dedicated funds to address R &R needs. <br />The rate schedule shown in Table ES 4 is for Scenario 1 and reflects the rates over the entire study <br />period for Option A (maintain the same rate structure) and Option B (Proposed alternative structure). <br />Black & Veatch recommends Option B as the preferred alternative. <br />BLACK & VEATCH I Executive Summary <br />[INTENTIONALLY LEFT BLANK] <br />65B -174 <br />15 <br />