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EXHIBIT C <br />Amendment 1 to Agreement RFQ 2024039 Integrated Water Master Plan <br />Scope of Services for Wabasso Bridge Reuse Main Condition Assessment <br />IRCDUS Project ID: 31.24.509 <br />September 3, 2025 <br />Indian River County, Florida (COUNTY) is implementing an Integrated Water Master Plan (IWMP) to <br />prioritize programmatic and capital investments. HDR Engineering, Inc. (CONSULTANT) has been <br />selected to collaborate with the COUNTY in the development of the IWMP. The IWMP will align with <br />the framework outlined in the US Environmental Protection Agency's (USEPA) June 2012 Integrated <br />Municipal Stormwater and Wastewater Planning Approach Framework codified within the Federal <br />Clean Water Act in 2019. The goal of the IWMP is to develop an adaptable and affordable long-term <br />plan for addressing the COUNTY's drinking water, wastewater, and reuse needs. A Professional <br />Services Agreement for the IWMP was executed September 24, 2024. <br />The COUNTY will provide additional funds under this Amendment for CONSULTANT to evaluate the <br />condition of the 12 -inch diameter reclaimed water mains that are suspended along the Wabasso <br />Causeway Bridge. The Wabasso Causeway Bridge consists of four sections along the causeway, <br />each holding two 12 -inch diameter reclaimed water mains. These mains provide reclaimed water to <br />customers on the barrier island and are suspended over the Indian River Lagoon, an environmentally <br />sensitive estuary. <br />In 2017, Carter Associates, Inc. performed a condition assessment of these reuse mains and <br />summarized their findings in the report entitled, "Report of Reuse Water Pipeline Inspections Wabasso <br />Bridge Crossings of the Indian River". In this report, the engineer arrived at the assumption that the <br />pipes are Class 55 or 56. Carter Associates, Inc. took four pipe coupons along Bridges 2 and 4, the <br />results of which showed up to 25% pipe wall thickness loss when a Pipe Class of 56 is assumed. In <br />addition, an FDOT inspection from 2022 showed significant surface corrosion and potential structural <br />concerns of pipe supports suspending the reuse mains. <br />The COUNTY has requested that CONSULTANT perform a condition assessment of the pipelines <br />along exposed lengths of the reclaimed mains as an amendment to the IWMP agreement. The <br />objectives of this assessment are as follows: <br />1. Determine pipe class by taking wall thickness measurements along the reuse mains. <br />2. Measure remaining pipe wall thickness along 2.5 -foot segments for each main. <br />3. Identify need for near-term repairs and rehabilitation of pipe joints, supports, and coating <br />needed to stabilize the reuse mains based on the results of the condition assessment. <br />4. Provide long-term recommendations for pipe repair, rehabilitation, replacement, or continued <br />monitoring based on overall condition and remaining pipe wall thickness. <br />The condition assessment will start with visual inspection and wall thickness measurements (Phase <br />1). Visual inspection will be an important first step in evaluating the condition of the pipe, anchors, and <br />joints. A Broadband Electromagnetic (BEM) inspection utilizing Rock Solid BEM will help determine <br />pipe classification and remaining pipe wall thickness. Following the completion of the visual and BEM <br />inspections, the CONSULTANT will report on the condition of the pipe and pipe appurtenances; will <br />provide recommendations for any near-term repairs, rehabilitation, or replacements deemed <br />necessary; and will discuss the overall condition and remaining useful life of the pipe based on <br />observed wall thickness loss, corrosion, and other observed factors. <br />