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KPFF Consulting Engineers 12/30/2021
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KPFF Consulting Engineers 12/30/2021
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Last modified
1/19/2024 10:26:31 AM
Creation date
1/21/2022 2:39:07 PM
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Contracts
Contractor's Name
KPFF Consulting Engineers
Approval Date
12/30/2021
Council Approval Date
12/22/2021
End Date
12/30/2025
Department
Parks
Department Project Manager
Dean Shaughnessy
Subject / Project Title
Later Phase Eclipse Mill Park Project
Tracking Number
0003149
Total Compensation
$600,000.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
Document Relationships
KPFF Consulting Engineers 1/18/2024 Amendment 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Agreement\Professional Services (PSA)
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Later Phase Eclipse Mill Project <br /> Task 400 River Hydraulic Analyses (BlueCoast Engineers) <br /> 400.1 Hydrodynamic Modeling <br /> The CONSULTANT shall utilize an available two-dimensional (2D) hydrodynamic <br /> model of the Snohomish River, developed by Snohomish County (Watershed <br /> Science and Engineering, 2021), to evaluate current velocities and water levels at <br /> the project site. The county's model is a 2D HEC-RAS model, which is a model <br /> platform developed by the USAGE that is commonly used for predicting water levels <br /> and current velocities in tidally influenced rivers. The existing model may be modified <br /> to increase the resolution along the project shoreline, if needed. <br /> The CONSULTANT shall develop a list of hydrodynamic scenarios that will be used <br /> in the modeling. These scenarios will be developed in coordination with the <br /> CONSULTANT Team and the CITY with the purpose of supporting design of the soft <br /> shoreline solution(s) and other in-water elements. These scenarios will include <br /> combinations of flow in the Snohomish River and tidal conditions (water levels) <br /> downstream. Up to 5 scenarios will be developed for use in the modeling work. <br /> CONSULTANT will conduct up to 20 model simulations based on the 5 <br /> hydrodynamic scenarios (maximum) and both existing and proposed (with-project) <br /> conditions. This includes up to 3 options for soft shoreline stabilization (see Subtask <br /> 600.01.6). <br /> The results of the modeling will be used to complete the following: <br /> • Select and optimize the preferred alternatives for the soft shoreline stabilization <br /> solution (see Subtask 600.01.6). <br /> • Evaluate potential changes to hydrodynamic conditions in the river at and adjacent to <br /> proposed project elements, including soft shoreline stabilization, docks and floating <br /> debris deflector. Modifications to these project elements may be proposed to <br /> minimize these predicted changes, if found. <br /> • Develop design criteria for 60% design of the soft shoreline stabilization solution and <br /> other in-water elements, as needed. <br /> The CONSULTANT shall develop a report that summarizes the modeling work and <br /> outlines the hydrodynamic design criteria developed for the project. <br /> 400.2 No Rise Analysis <br /> CONSULTANT will use the existing proposed conditions model (developed as part of <br /> this work) to evaluate zero rise in the Snohomish River adjacent and just upstream of <br /> the project location. CONSULTANT will develop a zero rise memorandum to <br /> document this work and to assist in permitting. <br /> DELIVERABLES: <br /> 1. Draft and Final Modeling Summary Report (PDF) <br /> 2. No Rise Memorandum (PDF) <br /> ASSUMPTIONS: <br /> 1. The existing model provided by Snohomish County is appropriate and adequate <br /> for use in design of the project. <br />
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