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Mr. Huy A. Ho, P.E. <br /> The City of Pleasanton <br /> August 13, 2013 <br /> Page 3 <br /> • The City will perform the California Environmental Quality Act (CEQA) environmental <br /> review process. <br /> • The City will develop the front-end specifications. <br /> • The estimated planning level construction cost of the project is between $2.5 and $3 <br /> million. <br /> PUMP STATION DESIGN ASSUMPTIONS: <br /> • The pump station is a precast structure. <br /> • The pump station is not a self-cleaning pump station. <br /> • The electrical building will be approximately a 12' x 15' concrete masonry unit (CMU) <br /> block building and the electrical building does not include a restroom. <br /> • The EARS Pump Station force main will be routed through Johnson Court and along the <br /> DSRSD wastewater treatment plant access roadway to discharge in the Pleasanton <br /> Junction Structure. <br /> • Landscaping is not included in the design. <br /> • The scope of work does not include a surge analysis because of the relatively short <br /> pipeline distance (approximately 1350 feet) and relatively low velocity. <br /> • The EATS pump station discharge pipeline will be rerouted to discharge in the <br /> Pleasanton junction structure by installing an additional pipeline from EATS to the <br /> Pleasanton Junction Structure. <br /> • The pump station will not include a standby generator. In the event of a rower failure, <br /> the City will bring a trailer-mounted generator to the site to power the pump station. <br /> • The City will contract with another firm to design the process logic contrcller (PLC) and <br /> to develop the pump station control strategy. Carollo will design the control schematics <br /> and control wiring from each pump etc...to the PLC terminal block, the o:her firm will <br /> design the PLC, control strategy, and SCADA controls. <br /> • The quality assurance plan (i.e., refer to the general drawings of the S-6 pump station <br /> project)will be included in the specifications. <br /> • The wet well will be designed with enough room that a macerator system can be added, <br /> if needed, in the future. <br /> • The pump station site layout will be similar to the layout shown in Figure#7 of the <br /> hydraulic modeling technical memorandum. <br /> ! t <br />