Agenda - 12-06-2004-9a - Laserfiche WebLink

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I • The location of the school building is almost the same as current designs for Elementary #10, but CHCCS moving away from conjoined school designs for elementary and middle • Could use the Eubanks segment of the connector road as turn -in for school • How long is the "redline" path from southern boundary to school? (1/2 -mile) • Walkability issues — the original design had the schools closer to the neighborhoods to the south • Future access designs from the north (Eubanks) should plan for bike and pedestrian users • Bikelanes on Old 86? • Schools are far from the neighborhoods, with park in between • How much of the educational campus property would be cleared? e) Water and Sewer Demand The County Engineer has prepared a memorandum (Attachment 4) outlining the steps involved in providing water and sewer service to the park. In order to reduce costs, staff feels that the limited scope of Phase 1 of the park could be built without connection to OWASA water and sewer service, freeing up more of the available funds for actual park facilities (eventual connection to OWASA in future phases would be advised). The cost of connecting the projected restroom /concession facility in the park to OWASA sewer is estimated at $500,000, and extension of water service from Old 86 is estimated at around $75,000. However, costs of line extensions to serve the schools campus have not been calculated and could certainly impact the park site service plans and costs. It is estimated that the water /sewer demand from the site during Phase 1 period (defined here as the years 2006 -09) would be exclusively for Elementary School #10. Generally, at the eventual site buildout, a substantial majority of the water /sewer demand generated onsite would be from the schools facilities, even with a proposed water -play feature as proposed in future phases of the park. A general estimate of demand might be 5 gallons per day (gpd) per user for the park and 15 gpd per student at any school that does not provide showers. A 500 - student elementary school which does not provide showers (this is typical of nearly all elementary schools and many middle schools) would be expected to generate a daily wastewater load of 7500 gallons, Similarly, a park facility projected to experience 1500 patrons per day would also be expected to generate a wastewater loading of 7500 gpd, A water playground feature, in which water is discharged to the sanitary sewer system as opposed to a storm sewer system, could be expected to generate an additional wastewater load.