RES 2025008 - Laserfiche WebLink

The water pump station shall be designed in terms of architectural style, materials. and color consistent with the Medium Density Residential district design character. The station shall be situated and designed so that the noise level of the pump does not exceed 50 dBA at the property line or boundary of easement on the land on which it is situated. C. SANITARY SEWER The Plan Area currently has no on-site public sewage collection facilities. Existing homes maintain their own septic disposal systems. The nearest trunk sewer line is located approximately 600 feet west of the Plan Area , just east of Tioga Court. This 8-inch line conveys wastewater to the Cross Town Interceptor located just north of First Street at Vineyard Avenue . The Vineyard Sewer Master Plan Study, completed in 1993 for the City by Carollo Engineers, identified capacity deficiencies in this existing line to meet wet weather flows. The Carollo study recommended construction of a new, larger capacity trunk line to accommodate wet weather flows plus future growth throughout the entire Master Plan area. Engineering work for Section 1 of a three-part construction program was approved in the City's 1993 /94 Capital Improvement Program (CIP). Construction of improvements including an 18- inch parallel sewer trunk line between First Street and Bernal Avenue was funded in the 1995/96 CIP. An easement for this first portion of work is currently being acquired, and construction is scheduled to follow shortly. Replacement of the remaining segment of the original eight-inch line between Bernal A venue and Tioga Court (Section 2) was identified in the 1998/99 CIP . Independent review of the sizing for this replacement line was completed for the City by G. S. Dodson & Associates in February of 1998. This pipe size is based on a reduced wastewater flow , consistent with development yields reflected in this Specific Plan. Development within the Plan Area will provide a major source of funding for the new line . A ten-inch diameter Section 3 trunk line will ultimately be extended easterly from Tioga Court to Vineyard A venue, and then reduced to an eight-inch diameter line along the realigned Vineyard A venue through the Plan Area. Construction of a pump station and roughly 500-feet of permanent force main will also be required. These facilities will be constructed on and adjoining the westerly end of Lot 18 and are in lieu of an otherwise necessary deep sewer identified in the Carollo study (depths of 25-30 feet). The pump station and force main will result in a substantial capital cost savings (with some added operational costs for pumping), while adding flexibility as to the sewer alignment. The new sewer line , pump station and force main will have sufficient capacity to accommodate all contemplated uses within the Plan Area. 79