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Brown and Caldwell, Inc. 9/20/2023
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Brown and Caldwell, Inc. 9/20/2023
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Last modified
4/13/2026 3:27:40 PM
Creation date
9/22/2023 10:04:49 AM
Metadata
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Template:
Contracts
Contractor's Name
Brown and Caldwell, Inc.
Approval Date
9/20/2023
Council Approval Date
9/13/2023
End Date
12/31/2027
Department
Public Works
Department Project Manager
Randy Loveless
Subject / Project Title
PGSF WMVD Storm and Combined Sewer
Tracking Number
0003935
Total Compensation
$3,819,752.00
Contract Type
Agreement
Contract Subtype
Professional Services (PSA)
Retention Period
6 Years Then Destroy
Imported from EPIC
No
Document Relationships
Brown and Caldwell, Inc. 4/11/2026 Amendment 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Agreement\Professional Services (PSA)
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PGSF WMVD Storm and Combined Sewer Design Scope of Work 08-25-2023 <br /> <br />9 of 41 <br /> <br />Category 2: Sensitive information <br />Category 2: For official use only / disclosure permissible by law. <br />Task 240.001 – Establish Pipe Diameter Minimums <br />Task Objective: Establish minimum required pipe diameters for all A, C, and E conveyance lines to <br />inform Design of pipe rehabilitation selection and trenchless crossing method selection. <br />Task Activities/Approach: This task includes the following activities. <br />Update hydraulic models (sewer and storm) to refine pipe layouts, crossing concepts, diameters <br />according to Facility Plan. Refine regulator structures. Connect to updated PGSF portion of hydraulic <br />model. <br />Develop “Large Pipe” scenario by artificially enlarging all AC&E pipes to have no hydraulic restriction. <br />Run long term simulation to determine true flow regime at key design decision locations. <br />Develop peak flow statistics for modeled flow regime to determine recurrence interval flowrates for <br />AC&E lines. Determine inflection points to identify point of diminishing returns. <br />Iteratively reduce pipe sizes from updated Facility Plan model to determine pipe sizes to pass the 5 <br />year, 10 year, 25 year, 50 Year, and Inflection Point flowrates. Calculate overflow frequency at all <br />PSOs in all 5 scenarios and characterize adverse operational impacts or risk factors associated with <br />each scenario. <br />Coordinate with design team to determine design impacts/opportunities by scenario. <br />Develop presentation materials to workshop the scenarios and design outcomes with the City. Lead <br />Pipe Size Alternatives workshop. Workshop outcome is diameter minimum decisions / scenario <br />decision. <br />Develop Pipe Sizing Criteria Technical Memorandum <br />Task Assumptions <br />Hydraulic model updates to incorporate updated design of PGSF and adjacent vicinity are scoped as <br />part of the PGSF contract <br />Rainfall timeseries used will be the climate modified 33.5-year record developed by BC for the PGSF <br />Facility design <br />Everett Responsibilities <br />• Participate in Pipe Size workshop <br />• Review Pipe Sizing Criteria TM <br />Meetings <br />• Pipe Size Alternatives workshop <br />Work Products <br />• Pipe Size Criteria TM, draft and final <br />Task 240.002 – Establish Initial Pipe Routing and Material Selection <br />Activities/Approach: Review available information to determine the most appropriate location for <br />pipelines, with emphasis on the CO-10 and C0-20 lines, connection points with the PGSF facility, and <br />BNSF crossing. Review installation depths and other requirements to select initial pipeline materials. <br />Task Assumptions: <br />• Publicly available and City of Everett provided GIS/Lidar will be used as basis for routing.
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