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Home My WebLink AboutAppendix G Water Alt APPENDIX G WATER AL TERNA TIVES ANALYSIS APEX ENGINEERING MARCH 2004 KERSEY III WATER ALTERNATIVES MARCH 8, 2004 KERSEY ill WATER ALTERNATIVES Prepared by: Apex Engineering PLLC 2601 South 35th, Suite 200 Tacoma, Washington 98409 (253) 473-4494 File #27225/2 June 27, 2003 Revised: March 8, 2004 This report/analysis is to evaluate water service alternatives proposed by DBM Consulting Engineers for the Kersey III project. Detailed designs will be prepared during the final plan preparations. BACKGROUND Per the City of Auburn's Comprehensive Water System Plan (CWSP), the Kersey III project is located within the Lakeland Hills service area, lying within the City's water service area. See Figure 1. The CWSP generally identifies those necessary water system improvements to provide water supply to the area. Throughout this report, reference is made to certain projects identified within the CWSP. Those projects are tabulated within Appendix C of the CWSP. Appendix C includes the abbreviations used for the system improvements. A copy of Appendix C is attached as Figure 2. Several other alternatives were identified by DBM Consulting Engineers. Upon review with the City of Auburn, these are not feasible and are not discussed herein. To provide water service for the project, two alternatives are available. For this evaluation, they are identified as the Kersey Way connection and the East Valley connection. Kersey W ay Connection The CSWP depicts the following minimum improvements necessary for water service to the project area: . BP-112; a booster pump facility schematically located along Kersey Way between Oravetz Road and Stuck River Road. This will suppl~ the site and surrounding area with water from the connection to the existing mains at 37t Street S.E. and R Street S.E. . DS-213-1211, 1411; a 16-inch pipeline, within Kersey Way, from 37th Way S.E. through BP-112, along the site frontage, then to the King County line. . DS-211-1411, 1412; a 12-inch pipeline within the Kersey III site. This main will connect to the 16-inch pipe within Kersey Way, extend westward and connect to an existing 12- inch pipe within Evergreen Way S.E. The existing 12-inch pipe is a portion of the Lakeland Hills Development. East Valley Connection This alternative would require a connection to the existing mains along East Valley Highway, near the Oravetz Place S.E. intersection and the installation of a booster pump facility, BP-l11, near the East Valley Highway and 8th Street East intersection together with the following improvements: . DS-208-1408, 1508; a new 16-inch pipeline form Oravetz Place S.E. to 8th Street N.E. A portion of this project was completed for the Terrace View development. That project extended the main across their frontage along East Valley Highway. The remainder of the pipeline and connection is in an area recently annexed by the City of Auburn. . DS-209-1509; a new 12-inch pipeline from East Valley Highway and connect to an existing 12-inch pipeline with Elizabeth Avenue S.E. . DS-649-1509; a new 12-inch pipeline within Elizabeth Avenue S.E. connecting to the existing pipeline within Elizabeth Loop S.E. to Lakeland Hills Loop S.E. The Lakeland development is to install sections to secure partial development of that project. . DS-651-151O; a new 12-inch pipeline in Lakeland Hills Loop S.E. to the service area boundary. Reservoir/Stora2:e Reauirements With water being supplied from the Valley Service Area, a reservoir/tank will not be required for the Kersey III project. l/27225/docs-rpts/ eis2003 jb030804 FIGURES I I I I \:r I '\ ~ 3hY ~ I "Ijl :IlS :IlAV :IlNItI:IlH.1ViI :IlS :IlAV :IlNIYiSVf'E .~ 3hY aJiael C'j I(.) :IlN:IlCI .... I'>a (J) .... ~ Ul C\2 ::I:: .... "" - N I'~~' -, :; ~IZ ,-.. z ::> ::> 0 .- 0 U ,-.. 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'...8 cNc.a:::l'" CE g!!!g.(l)Oc7.i' .2!=> <X) 0> l!!::l(/)OlQi~ l!!z 0 0 ~ ~ ~ ~ J2 ~ ~i ~ ~ FIGURE 3 ANTICIPATED FLOW REQUIREMENTS Land Use Alternative 481; Use 481 ERUs (481 ERU) (0.69 gpmlERU) = 332 gpm Land Use Alternative 700; Use 700 ERUs (700 ERU) (0.69 gpmlERU) = 483 gpm