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AgdaPkt 2010-08-23
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AgdaPkt 2010-08-23
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Last modified
9/23/2013 12:55:23 PM
Creation date
8/19/2010 12:36:02 PM
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Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Joint
Agency Type
City Council and Redevelopment Agency
Date
8/23/2010
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6.1 B <br /> REP4RT <br /> To the Honorable Mayor and City Council <br /> From the Cit Mana er <br /> August 23, 2010 <br /> SUBJECT <br /> Professional services agreement for preliminary engineering design for the Walnut <br /> Street Interceptor Sewer Replacement Project. <br /> RECOMMENDATION !,, <br /> Approve, by motion, the standard form professionai senrice agreement with RMC Water <br /> and Environment of San Jose to provide pre[iminary engineering design services for the <br /> Walnut Street Interceptor Replacement Project in an amount not to exceed �119,149.00 <br /> and authorize the City Manager to increase the contract amount up to 10% if necessary. <br /> BACKGROUND <br /> A "sewer interceptor" is a large sewer line that collects and directs flows ftom other <br /> sewer lines to the treatment facility. The existing Walnut Street Interceptor was <br /> constructed circa 1970. It is a 48-inch diameter gravity sewer main that conveys the <br /> flows generated by customers within the city's jurisdiction and the county's Sewer <br /> Maintenance District (Fair Oaks, Emerald Lake Heights, Oak Knofl, Kensington Square, <br /> and Scenic Heights} from the west side of U.S. Highway 1�1 to the Maple Street Pump <br /> Station which is located east of the highway. The existing reinforced concrete pipeline is <br /> encased in a 66-inch welded steel pipe beneath the highway. All wastewater generated <br /> west of U.S. Highway 101 is carried through this single pipeline to the Maple Street <br /> Pump Station and subsequen#ly pumped into the South Bayside System Authority's <br /> (SBSA) conveyance system for treatment at the SBSA's wastewater plant. <br /> The Walnut Street Sewer Interceptor Replacement Project is necessary to ensure the <br /> continued reliability of the wastewater collection system as it is a critical component of <br /> the collection system. The existing pipeline was assessed using closed circuit television <br /> (CCT� and sonar technology in April of this year by AquaCoustic Remote Technologies <br /> Inc. The results of that assessment indicate that the pipeline is structurally sound <br /> without any noticeable cracks, however the interior walls of the pipe are excessively <br /> worn as evidenced by concrete aggregate that's been exposed the entire length of the <br /> pipeline. <br /> The objectives of the preliminary engineering design for the Walnut Street Interceptor <br /> Replacement Project include: <br /> • Preliminary evaluation to determine the feasibility of installing a parallel pipeline to <br /> provide system redundancy, <br /> � Geotechnical investigation to evaluate the soil condition to better assess the <br /> suitability of a "trenchless" repair technology alternative, and <br /> • Design of transition structures to provide connection points for existing and future <br /> collection system pipelines. <br /> In April 2010, staff solicited Requests for Proposal (RFP) to four qualified engineering <br /> consultants. All four consultants (Kennedy/Jenks, Winzler & Kelly, West Yost, and RMC <br /> Water and Environment) responded to the RFP. RMC Water and Environment was <br />
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