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02-17-2012 BPU RPT 04
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02-17-2012 BPU AGENDA
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RIVERSIDE PUBLIC UTILITIES <br /> Board Memorandum <br /> PUBLIC UTILITIES <br /> BOARD OF PUBLIC UTILITIES DATE: February 17, 2012 <br /> ITEM NO: 4 <br /> SUBJECT: AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES FOR THE <br /> MOCKINGBIRD CANYON LAKE DREDGING PROJECT <br /> ISSUE: <br /> Thatthe Board of Public Utilities consider approving a Professional Services Agreement with MNS Engineers <br /> Inc. in a not-to-exceed amount of $249,858 for engineering and surveying services for the Mockingbird <br /> Canyon Lake Dredging Project. <br /> RECOMMENDATIONS: <br /> That the Board of Public Utilities: <br /> 1. Authorize the capital expenditure in the amount of$209,858 for Work Order No. 1111607 for the <br /> Mockingbird Canyon Lake Dredging Project; and <br /> 2. Approve a Professional Services Agreement with MNS Engineers Inc., of Ventura, California, in a <br /> not-to-exceed amount of $209,858 for engineering design and surveying services for the <br /> Mockingbird Canyon Lake Dredging Project. <br /> BACKGROUND: <br /> The Mockingbird Canyon Lake (Lake) was formed in 1913 by the U.S. Army Corps of Engineers and the <br /> Gage Canal Company(Gage Co.)with the construction of the Mockingbird Dam, California Department of <br /> Water Resources Division of Safety of Dam (DSOD), Dam Number 81-003. The City of Riverside (City) <br /> acquired the Lake in 1964 with the acquisition of Gage Co. The Lake is operated by Gage Co.and captures <br /> storm water flow utilized within the Gage Canal delivery system. <br /> Overtime, as storm events occur, sediment is transported from the surrounding tributary area and deposited <br /> in the Lake. As discovered during the post December 2010 storm investigation,the capacity of the Lake has <br /> drastically decreased due to deposited sediment. Staff conducted extensive research on the Lake and were <br /> unable to find any evidence that the Lake had been previously dredged since its construction in 1913. <br /> Furthermore, the post December 2010 storm investigation revealed that sediment had reached a level that <br /> impeded flow out of the reservoir's sole drainage structure, thereby, threatening the reservoir's operational <br /> integrity and ability to maintain a safe water level. <br /> This project will evaluate the amount of sediment deposited within the Lake through aerial and bathymetric <br /> surveys and develop a preliminary design report to dredge the Lake and restore it to a safe operating <br /> capacity. <br /> Consultant Selection <br /> Staff issued a Request for Proposals (RFP) to several different engineering firms with experience in the <br /> bathymetric surveying and dredging engineering design. Proposals from three different engineering firms <br /> were received, as summarized in the following table: <br />
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