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HomeMy WebLinkAbout4363 AN ORDINANCE of the city of Bremerton, Washington relating to the combined water and sewerage system of the City, amending Ordinance No. 3887, as amended, declaring the City's intention respecting borrowing for additional system improvements, and declaring an emergency. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BREMERTON, WASHINGTON, as follows: Section 1. Section 1 of Ordinance No. 3887, as amended by Ordinances Nos. 3948, 4015, 4053, 4147 and 4241, is further amended to read as follows: Section 1. It is found and declared that the public health, welfare, safety and convenience require and it is in the best interest of the inhabitants of the City that certain water and sewerage system improvements be undertaken within the City, and the City, therefore, specifies and adopts a program or plan for the acquisition and construction of additions and betterments to and extensions of the combined water and sewerage system of the City to consist of the acquisition, construction and installation of the improvements described in Exhibit A, attached hereto and by this reference made a part hereof. There shall be included in the foregoing all necessary tees, wyes, valves, pumps, couplings, connections, machinery, equipment and appurtenances, together with all work as may be incidental to and necessary to the foregoing acquisition, construction and installation. -1- The City shall acquire all property, both real and personal, or any interest therein, equipment, rights-of-way, easements and franchises necessary to carry out such plans, which are all as more particularly set forth in reports, maps, plans and specifications prepared by the Utility's engineer and the consulting engineers of the City. The City may add or make such changes in the details of such plans, either prior to or during the course of actual constructions, which may be found necessary and desirable as long as such changes do not substantially affect or changes the main general parts of such plans or the services to be rendered thereby. Exhibit A of Ordinance No. 3887, as amended by Ordinances Nos. 3948, 4015, 4053 and 4147, is amended to add the improvements set forth in Exhibit A of this ordinance. Section 2. The City has financed the carrying out of parts of the system or plan specified and adopted by Ordinance No. 3887, as amended, by the issuance of the notes authorized by Ordinance No. 3887, as amended. All actions heretofore taken consistent with Ordinance No. 3887, as amended, and this ordinance respecting the financing of any part of such system or plan are ratified, approved and confirmed. Section 3. The City is in urgent need of construction the improvements and has been advised that a favorable market exists at this time for the sale of the notes resulting in lower interest -2- rates on the notes and a savings to the City and its rate payers. Therefore, the City Council finds that sufficient urgency exists to require that this ordinance take effect immediately upon its passage and publication. PASSED unanimously by the City Council of the City of Bremerton, signed by the Mayor and attested by the City Clerk in authentication of such passage this /~ day of , 1992. ~TO~N', C~oun~cil President LOUIS MENTOR, Mayor ATTEST: KATHLEEN L. McCLUSKEY, city Clerk APPR~VED~AS TO FORM: IAN/SIEVERS, cfty Attorney -3- Bremerton Municipal Utilities EXHIBIT A CAPITAL IMPROVEMENT PROgRaM 199Z-1994 The Bremerton Municipal Utilities' Water and Wastewater Comprehensive Plans provide for the establishment of a Capital Improvement Program for scheduled facilities improvements to the major components of the water and wastewater systems. The scheduled improvements, as defined in the Utilities Comprehensive Plan and Capital Improvement Program, are necessary to meet the requirements of the Federal Safe Drinking Water Act as amended; the Federal Clean Water Act; the Washington State Growth Management Act and the replacement of aged and failing Utility infrastructure. The schedule of improvements include enhancements and protection of the Water Supply System; improvements to the Water Transmission and Distribution Systems; improvements to the Wastewater Treatment & Disposal Facilities; and to the Wastewater Collection and Transmission Facilities and upgrade of the Utility's general plant and infrastructure. 1992-1994 PROGRAM A. Water Supply System Improvements - McKenna Falls Supply and Treatment Facility The upgrade of the existing McKenna Falls facilities is consistent with the requirements of the Surface Water Treatment Rule of the Safe Drinking Water Act Amendments. The overall project shall consist of modification to the diversion structure; re-channeling of settling basin and intake structure; improvements to the water treatment facilities and the installation of emergency power and instrumentation and control equipment These improvements, together with engineering and allied construction costs, are estimated to be approximately $1,456,500. B. Water Supply System Improvements - Domsea Well Development The drilling and development of a large diameter production well to replace the existing small diameter wells located at the Utility Forestry Operation Center well field on the Old Belfair Hi- way. The overall project shall consist of the drilling of a production well, pump testing, installation of pumping equipment and associated control and chlorination equipment, and the connection to the Water System. These improvements, together with engineering and allied construction costs are estimated to be approximately $140,000. C. Water Supply System Improvements - Silverdale Well The development of an existing 12" diameter well located adjacent to the Silverdale Mobile Home Park along the South Central Valley Road. The overall project shall consist of the installation of pumping equipment and associated control and chlorination control equipment and the connection to the water system. These improvements, together with engineering and allied construction costs, are estimated to be approximately $60,000. D. Water Supply System Improvements Alexander Lake Dam Repair The Alexander Lake Dam Repair Project provides for repair of the existing earthen Dam located on Heinz Creek. The project shall consist of repair of the existing Dam structure, modifications to the intake drainage structure and the replacement of the overflow structure. These improvements, together with engineering and allied construction costs, are estimated to be approximately $275,000. E. Water Supply System Improvements - Land Aoquisition The land acquisition program provides for the acquisition of land for the protection of the City of Bremerton Municipal Water Supply. The project shall consist of the acquisition of lands located in the hydrological boundary of the City of Bremerton's Union River and Gorst Creek drainage basins. The acquisition of these lands are consistent with the requirements of the Surface Water Treatment Rule of the Safe Drinking Water Act . Amendments. The acquisition of lands, together with allied construction costs, are estimated to be approximately $3,550,000. F. Water Storage - Clifton Road Reservoir The project will provide for water storage facilities in the Anderson Hill-Feigley Rd. service area. The project consists of the construction of a 500,000 gallon reservoir on Old Clifton Road together with piping and valves, monitoring and control system and connection to the Water Distribution System. These improvements, together with engineering and allied construction costs, are estimated to be approximately $650,000. G. Water Transmission & Distribution Improvements - Kitsap Lake Pump Station The construction of a new valve and pump station to be located at the Utility Forestry Operation Center on the Old Belfair Highway adjacent to the Kitsap Lake Transmission Main. The pump station is designed to provide domestic water supplies to the Utility water service zone. The project shall consist of the construction of a 1300 gallon per minute pump station and control valve station, together with related appurtenances to include pumps, piping and valves, instrumentation and control equipment and associated structures. These improvements, together with engineering and allied construction costs, are estimated to be approximately $825,000. H. Water Transmission & Distribution System Improvements - Snyder Avenue/Port Washinqton Narrows Crossinq The installation of a new 18" transmission main across the Port Washington Narrows, replacing an existing 12" abandoned transmission main between West Bremerton and East Bremerton. The overall project consists of the installation of approximately 4900 feet of new transmission main commencing at the terminus of an existing transmission main at the intersection of Snyder Avenue and 15th Street and proceeding north along Snyder Avenue to 25th Street and thence across the Port Washington Narrows and terminating at the intersection of Sheridan Road and Lebo Boulevard with the connection to an existing transmission main. These improvements, together with engineering and allied construction costs, are estimated to be approximately $1,250,000. I. Water Transmission & Distribution System Improvements - SR #3 Transmission Main The replacement of an existing 24" diameter forty- year old cast iron transmission main connecting the water supply system to the City. The overall project consists of the installation of approximately 12,600 feet of new water main commencing approximately two hundred feet (200') north of the intersection of the Old Belfair Valley Road and State Route 3 and continuing along State Route 3 to approximately four hundred feet (400') east of the intersection of State Route 3 and State Route 304. These improvements, together with engineering and allied construction costs, are estimated to be approximately $850,000. J. Water Transmission and Distribution System Improvements - Sherman Heiqhts Distribution Main The project will provide for the separation between the utility surface water transmission facilities and the distribution, in order to provide for increased CT values in response to the requirements of the Surface Water Treatment Rule of the Safe Drinking Water Act Amendment The project consists of the installation of approximately 11,150 ft. 8" and 12" D.I. Water Main along the Sherman Heights Rd., Kent St. and 3rd Ave., commencing approximately 2000 ft. south of Roosevelt on 3rd Street and terminating at Sherman Heights Road & SR #3. These improvements, together with engineering and allied construction costs are estimated to be approximately $300,000. K. Water Transmission and Distribution System Improvements - Utility System Control & Monitorinq Equipment Improvements The Utility System Control and Monitoring Equipment Improvements provide for upgrading and replacement of the existing equipment to meet the regulatory requirements for water quality monitoring and to allow for expansion of the existing utility control and monitoring system. The expansion is required in order to meet the requirements of the 1986 Amendments to the Safe Drinking Water Act. The project shall consist of design and installation of a computer based control and monitoring system to include Software procurement and programming and the acquisition and installation of the necessary hardware to support the system. These improvements, together with engineering and allied costs, are estimated to be approximately $250,000. L. Wastewater Colleotion an4 Transmission System Improvements - Oyster Bay Basin Interceptor The Oyster Bay Basin Project will provide for the replacement of an existing 10" Pressure Gravity Sewer Main along the east margin of the Wastewater Treatment Plant from C St. and Bayview Ave. to the Wastewater Treatment Plant Headworks. The Project will consist of the installation of approximately 1100' of 27" Gravity Pressure sewer main and the subsequent connection to the Wastewater Treatment Plant Headworks Facilities. These improvements, together with engineering and allied construction costs are estimated to be approximately $250.,000. M. Wastewater Collection an4 Transmission System - Improvements - Warren Ave. Basin Combined Sewer Separation Project The Warren Ave. Basin Project will provide for the separation of the Combined Wastewater/Stormwater System pursuant to the requirements of WAC 173-245, within the Warren Ave. drainage basin, and the replacement of several mains which are experiencing structural failure. The project will consist of the installation of the various size sanitary and stormwater mains for the separation of sanitary sewage and stormwater within the basin and for the replacement of several large diameter interceptor mains and outfalls located along Park Ave., the modifications to Pump Station CE-3, and the installation of instrumentation and monitoring equipment associated with Overflow #13. ~ These improvements, together with engineering and allied construction costs, are estimated to be approximately $4,033,000. N. Wastewater Collection an4 Transmission System ~mprovements - Callow Ave. Drainaqe Basin Combined Sewer Separation Project The Callow Ave. Basin Project will provide for the separation of the combined Wastewater - Stormwater System pursuant to WAC 173-245. The project will consist of the installation of various size sanitary and stormwater mains within the Callow Ave. drainage basin. The project will provide for separation of sanitary sewage and stormwater within the basin, the elimination of Pump Station WB-4, the relocation of Overflow #17 and the installation of instrumentation and monitoring equipment associated with Overflow #17. These improvements, together with engineering and allied construction costs, are estimated to be approximately $11,000,000. O. Wastewater Treatment & Disposal Improvements - Wastewater Solids Handlinq and Dewatering E~uipmen~ The acquisition and installation of sludge dewatering equipment and appurtenances to provide for dewatering of wastewater solids. The project shall consist of the procurement and installation of a centrifuge and associated appurtenances to be located in the Solids Handling facilities of the Wastewater Treatment plant. These improvements, together with engineering and allied construction costs, are estimated to be approximately $500,000. P. Wastewater Treatment and Disposal System Improvements - Wastewater Treatment Plant Headworks Facilities Improvements The project will provide for improvement to the Headwork Facilities of the Wastewater Treatment Plant in order to reduce odor emissions associated with operation of the facility. The overall improvements shall consist of the installation of a packed tower or atomized mist type odor scrubber to replace the existing carbon type odor scrubber, located in the Wastewater Treatment Plant Intake/Headwork's Facilities. These improvements, together with engineering and other allied construction costs are estimated to be approximately $250,000. Q. wastewater Treatment & Disposal System Improvement - Land Acquisition The project shall consist of the acquisition of lands adjacent to the Wastewater Treatment Plant to provide for expansion of the treatment facilities and to provide for a buffer between the Wastewater Treatment Plant and adjacent properties for mitigation of Wasterwater Treatment Plant operations. The acquisition of lands, together with allied cost is estimated to be approximately $3,500,000. R. Wastewater Treatment & Disposal System Improvements - Wastewater Treatment Plant Landscaping The project will provide for landscaping and screening between SR#3 and the Wastewater Treatment Plant to reduce the visual impact of the Wastewater Treatment Plant to the surrounding residents. This project shall consist of providing landscaping and screening along the east margin of the Wastewater Treatment Plant adjacent to SR#3. This will include the acquisition of an Air & Space Lease Agreement from the D.O.T., installation of an irrigation system and the planting of trees and shrubs to provide for landscaping and screening. These improvements, together with engineering and allied construction costs are estimated to be approximately $100,000. S. Wastewater Treatment & Disposal Facilities Improvement - Wastewater Compost Storage Faeilities Cover The project will provide for improvements to the dewatered sludge storage facility located on the McCormick Sludge Disposal Site. (Site #1) The project shall consist of providing a cover over the existing facilities to provide for leachate control and composting of municipal wastewater solids. These improvements, together with engineering and allied construction costs are estimated to be approximately $135,000. T. Wastewater Treatment & Disposal System Improvements - Wastewater Treatment Plant Gravity Thickener The project will provide for improvements to the gravity thickener at the Wastewater Treatment Plant in order to reduce odor emission associated with operations. The overall improvements shall consist of covering of the gravity thickener, together with the installation of associated odor control equipment. These improvements, together with engineering and other allied construction costs, are estimated to be approximately $420,000. U. Water Supply Facilities Improvements - Machinery Storage Facility The project will provide for improvement to the Forestry Operation Center for protection and maintenance of equipment. The project shall consist of the erection of a 40' x 96' steel structure to provide cover and security to Utility owned equipment associated with Forestry and Wastewater Solids Disposal operations. These improvements, together with engineering and allied construction costs, are estimated to be approximately $75,000.