Legislation Details

File #: 26-198    Name:
Type: Resolution Status: Agenda Ready
File created: 4/16/2026 In control: City Council
On agenda: 5/6/2026 Final action:
Enactment date: Enactment #:
Title: Adopt a Resolution Approving Specifications for Hutchins Street Square Pool Repair, Authorizing Interim City Manager to Award Contract to Lowest Responsive Bidder and Execute Change Orders ($40,000 Combined), Accepting Donations from Hutchins Street Square Foundation ($40,000), and Appropriating Funds ($40,000) (PW)
Attachments: 1. Attachment 1 - Exhibit A, 2. Attachment 2 - Capital Improvement Plan, 3. Attachment 3 - Resolution
Date Action ByActionResultAction DetailsMeeting DetailsVideo
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AGENDA TITLE:
title
Adopt a Resolution Approving Specifications for Hutchins Street Square Pool Repair, Authorizing Interim City Manager to Award Contract to Lowest Responsive Bidder and Execute Change Orders ($40,000 Combined), Accepting Donations from Hutchins Street Square Foundation ($40,000), and Appropriating Funds ($40,000) (PW)
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MEETING DATE:
May 6, 2026

PREPARED BY:
Interim Public Works Director


recommendation
RECOMMENDED ACTION:
Adopt a Resolution Approving Specifications for Hutchins Street Square Pool Repair, Authorizing Interim City Manager to Award Contract to Lowest Responsive Bidder and Execute Change Orders ($40,000 Combined), Accepting Donations from Hutchins Street Square Foundation ($40,000), and Appropriating Funds ($40,000).

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BACKGROUND INFORMATION:
This project will provide specialized structural concrete remediation at the Hutchins Street Square Pool (Pool), utilizing pressure epoxy injection to restore the monolithic integrity of the concrete shell and mitigate hydrostatic leakage.

Attached investigations by Siegfried Engineering, Inc. (SEI) and Pacific Coast Leak Detection (PCL), identified active seepage through the deep-end concrete shell. Technical assessments revealed:

* Sub-Structural Fractures: Multiple stress fractures exist within the gunite substrate, likely obscured by the existing fiberglass overlay.
* Permeation Pathways: Hydrostatic pressure is forcing water through compromised pipe penetrations or voids, leading to localized spalling and oxidation of the reinforcing steel (rebar).
* Acoustic Analysis: Hydrophone testing by PCL confirmed that while the structural fractures are significant enough for water migration, they remain subsurface and require targeted injection rather than simple topical sealing.

This project's proposed remediation serves as a medium-term structural solution until a comprehensive remodel and plaster resurfacing project can be phased into the Capital Improvement Plan.
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