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GeosGeosyntec150720thStreet Suite 201 <br /> Vero Beach,Florida 32960 <br /> PH 772.564.8717 <br /> Consultants FAx 772.564.8719 <br /> www.geosyntec.com <br /> 17 October 2013 <br /> Mr. Himanshu Mehta, P.E. <br /> Managing Director <br /> Solid Waste Disposal District <br /> Indian River County <br /> 1325 74th Avenue SW <br /> Vero Beach, Florida 32968 <br /> Subject: Proposal to Provide Construction Quality Assurance Services <br /> Class I Landfill—Indian River County Landfill Facility <br /> Vero Beach,Indian River County,Florida <br /> Dear Mr. Mehta: <br /> Geosyntec Consultants (Geosyntec) is pleased to submit this proposal to the Indian River County <br /> (IRC) Solid Waste Disposal District (SWDD) to provide Construction Quality Assurance (CQA) <br /> services for the Class I Landfill at the IRC Landfill (IRCL) facility located in Vero Beach, Indian <br /> River County, Florida. The proposal presents the scope of work, schedule, and budget estimate <br /> to provide CQA services at the Class I Landfill. The proposal was prepared in response to a <br /> request from Mr. Himanshu Mehta P.E., Managing Director of SWDD, to Dr. Kwasi Badu- <br /> Tweneboah, P.E. of Geosyntec in an email dated 19 September 2013. Geosyntec has prepared <br /> this proposal as Exhibit 1 of Work Order No. 8 for the Continuing Contract Agreement for <br /> Professional Services between IRC SWDD and Geosyntec, dated 15 November 2011. <br /> The remainder of this proposal presents: (i) project background; (ii) proposed scope of work; <br /> (iii) schedule; and (iv) budget estimate. <br /> PROJECT BACKGROUND <br /> The Phase 2 construction of Cell 1 of Segment 3 Expansion (Phase 2 project) began on May 21, <br /> 2012 and was substantially completed on February 6, 2013. The Phase 2 project was approved <br /> for waste acceptance by the Florida Department of Environmental Protection (FDEP) on April 5, <br /> 2013. Geosyntec provided CQA activities for the Phase 2 project. <br /> As a part of the Phase 2 project, an east-west temporary diversion berm and a rain flap were <br /> constructed to divide Cell 1 into approximately two halves in order to separate the landfilling and <br /> leachate in the northern half of the cell from stonnwater in the southern half of the cell. A pump <br /> was installed at the low point in the southern half to pump out the collected stormwater to the <br /> perimeter drainage channel. <br /> JL13079VL13079_Proposal for CQA Services <br /> engineers I scientists I innovators <br /> 205 <br />