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2023-045
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Last modified
2/27/2023 2:33:23 PM
Creation date
2/27/2023 2:31:46 PM
Metadata
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Template:
Official Documents
Official Document Type
Work Order
Approved Date
02/21/2023
Control Number
2023-045
Agenda Item Number
8.N.
Entity Name
Jones Edmunds & Associates, Inc.
Subject
Work Order 3 for conceptual redesign of a Stormwater Treatment Facility’s Headworks
at Egret Marsh Headworks Repair
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JonesEdmundsl <br />Integrity • Knowledge * Service <br />February 14, 2023 <br />Laura Yonkers, PE, CFM <br />IvonkersCabircoov.com <br />Indian River County <br />Engineering - Stormwater Division <br />1801 27th Street, Building A <br />Vero Beach, FL 32960 <br />RE: Exhibit A - Scope of Work <br />Work Order No. 3 for Egret Marsh Headworks Professional Services <br />Continuing Engineering Services Agreement (Amendment No. 1) <br />Jones Edmunds Opportunity No. 95479-013-23 <br />Dear Ms. Yonkers: <br />Thank you for this opportunity to work with you and your colleagues on the Egret Marsh <br />Headworks project. This Work Order will be completed in accordance with the Agreement for <br />Continuing Engineering Services between Jones Edmunds & Associates, Inc. (CONSULTANT) <br />and Indian River County (COUNTY) dated April 17, 2018, as renewed by Amendment No. 1 <br />expiring April 16, 2023 (Agreement). <br />BACKGROUND <br />The COUNTY has two stormwater treatment systems that use an Algal Turf Scrubber (ATS) <br />to remove nutrients: Egret Marsh Stormwater Park and Osprey Marsh Wetlands. This project <br />is proposed to replace the distribution header pipe on the ATS for the Egret Marsh <br />Stormwater Park. <br />The current Egret Marsh ATS system allows water to flow from the headworks by gravity to <br />a tee and then split the flow to two buried distribution manifolds. Each distribution manifold <br />is approximately 168 linear feet and is shown on the plans to reduce in size from 36 -inch <br />high-density polyethylene (HDPE) to 18 -inch HDPE, to 12 -inch HDPE, to 10 -inch HDPE, and <br />ultimately to 8 -inch HDPE. Each manifold connects to 57 laterals that increase in size from <br />4 -inch HDPE to 6 -inch HDPE, to 8 -inch HDPE (see attached design drawings C -5A and <br />C -5B). The lateral transitions from HDPE to PVC piping. Each lateral terminates with a <br />Valterra PVC knife gate. <br />The COUNTY noted that the current distribution manifold is leaking water. The ATS concrete <br />slab may also be leaking, and the concrete joints may need to be resealed. <br />The operation and maintenance of the current manifold system can be laborious given the <br />number of valved laterals and their locations underground. The COUNTY would like to <br />replace the distribution manifold system with an improved aboveground system that <br />800.237.1053 1 JONESEDMUNDS.COM <br />
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