REQUEST FOR QUALIFICATIONS
Professional Engineering Services
City of Port Townsend – 1 MG Steel Standpipe Rehabilitation
and Improvements.
NOTICE IS HEREBY GIVEN THAT the City of Port Townsend will accept qualification submittals from firms
specializing in assessment, repair, coating, and corrosion control of steel potable water storage tanks.
Statements of Qualifications are due by Monday December 8, 2025, 4:00 p.m. All submittals shall be
sent electronically, in PDF format, to:
Andre Harper, Project Manager II, Public Works
City of Port Townsend
aharper@cityofpt.us
Pre-qualification questions regarding the RFQ submittal should be emailed to the City’s Project Manager
on or by 4PM, Monday December 1, 2025. Job site walk through by appointment only at the Port
Townsend Water Treatment Facility job site located at 2911 20th street. Port Townsend, WA 98368.
Additional information regarding the project scope and contents of the Request for Qualification may be
obtained from the project manager.
Andre Harper, Public Works Project Manager ll
City of Port Townsend
aharper@cityofpt.us
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REQUEST FOR QUALIFICATIONS, 1 MG STANDPIPE
(DRAFT 01/02/24)
CONTENTS OF THE REQUEST FOR PROPOSALS
I. Introduction ......................................................................................................................3
A. Project Background.......................................................................................................3
B. Project Location ............................................................................................................3
C. Qualifications ................................................................................................................3
II. Scope of Work..................................................................................................................3
A. Condition Assessment ..................................................................................................3
B. Rehabilitation Plan ........................................................................................................4
C. Additional Corrosion Control Options ............................................................................4
D. Contractor Selection .....................................................................................................4
E. Inspection Services.......................................................................................................4
III. Proposal Contents and Selection Process........................................................................5
A. Project Description Prime Consultant and Sub-consultants Qualifications ....................5
B. Project Approach ..........................................................................................................6
C. Related Experience.......................................................................................................6
D. Project Management.....................................................................................................6
E. Budget ..........................................................................................................................7
F. References ...................................................................................................................7
G. Right of Refusal ............................................................................................................7
IV. Interview .......................................................................................................................7
V. Preliminary schedule ........................................................................................................8
A. Request for Proposals ..................................................................................................8
VI. List of Attachments...........................................................................................................8
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REQUEST FOR QUALIFICATIONS, 1 MG STANDPIPE
(DRAFT 01/02/24)
I. INTRODUCTION
A. PROJECT BACKGROUND
The City of Port Townsend owns and operates a water utility that conveys an average of one million
gallons of drinking water per day to its customers. The water system is served through a 5 MG
concrete reservoir (built in 2016) and a 1 MG steel standpipe (built in 1995). The 1 MG standpipe
has not been repainted since construction. Coating of unknown type has been used to cover graffiti
on portions of the tank’s exterior. The standpipe was drained in November 2018 for cleaning,
inspection, corrosion repair, and spot painting of the interior. The steel tank is currently in service,
but requires inspection, repair, and recoating of the interior and exterior of the tank.
The City of Port Townsend seeks a qualified consultant to:
1. Conduct a vessel condition assessment including corrosion investigation of both interior and
exterior of the 1 MG standpipe.
2. Provide recommended solutions for corrosion protection (i.e., cathodic protection).
3. Replace or upgrade gasketing where required on sealed surfaces such as vented areas, access
hatches, and entry points.
4. Replace or upgrade any protective screening including vents, access hatches or entry points.
5. Prepare bid documents for tank rehabilitation and improvements.
6. Provide inspection and consultation services during repair, recoating, and improvements.
7. Identify ANSI/OHSA and safety-related deficiencies.
B. PROJECT LOCATION
The City of Port Townsend’s 1 MG standpipe is located at 2911 20th Street, Port Townsend, WA
98368.
C. QUALIFICATIONS
The consulting team shall possess the following skills:
♦ Strong technical expertise in structural condition analysis sealed vessel and industrial
coatings of steel potable water tanks
♦ Strong expertise in corrosion investigation, repair, and prevention
♦ Strong knowledge of AWWA standards pertaining to potable water storage tank
restoration and preservation
♦ Coating Inspector (AMPP Senior Certified Coating Inspector – CIP Level 3) with at least
5 years as a coating inspector on relevant coating projects
♦ Cathodic Protection Specialist Certification (CP4)
♦ Certified Welding Inspector (CWI)
♦ The ability to develop and adhere to strict QA/QC standards
II. SCOPE OF WORK
A. CONDITION ASSESSMENT
The Consultant will conduct a thorough interior and exterior coating inspection, corrosion
investigation, and structural condition analysis of the 1 MG standpipe. If the standpipe is
required to be emptied for inspection, coordination with the Port Townsend Water Department
will be required such that there is mitigated adverse impact to water needs of the City.
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REQUEST FOR QUALIFICATIONS, 1 MG STANDPIPE
(DRAFT 01/02/24)
B. REHABILITATION PLAN
Based on their Condition Assessment, the consultant will develop a rehabilitation plan for the 1
MG standpipe necessary to ensure that the new coating system meets all applicable water
storage tank standards including but not limited to American Water Works Association (AWWA),
Occupational Safety and Health Administration (OSHA), and Association for Materials Protection
and Performance (AMPP)
C. ADDITIONAL CORROSION CONTROL OPTIONS
The consultant shall develop a plan to implement additional corrosion control options (i.e.,
cathodic protection).
D. CONTRACTOR SELECTION
The consultant will administer bidding assistance for rehabilitation of the 1 MG
standpipe. Assistance shall include vetting questions regarding:
♦ Industrial coatings removal and application
♦ Welding repair of steel potable water storage tanks
♦ Corrosion mitigation
♦ AWWA Standards
E. INSPECTION SERVICES
1. Coatings
The consultant or designated subconsultant will also perform comprehensive interior
inspections of the surface preparation and coating applications of the 1 MG standpipe
during its rehabilitation. The Coating Inspector will need to verify the highest quality of
coating work is being performed on the project so that the maximum effective service life
for the new coating system will be achieved. Inspections are to be timely and executed
in a manner as to prevent unnecessary delays or rework by the Contractor. Ideally,
inspections should be performed concurrently with the Contractor’s required inspections
whenever feasible.
The full-time presence of the Coating Inspector is not required on this project; however
mandatory hold point inspections are intended to cover all major aspects of the coating
work which can affect the quality of the work and the long-term performance of the
coating system.
Coating Inspector Mandatory Hold Point Inspections for the standpipe rehabilitation
project will include at a minimum the following or as specified by the manufacturer and/or
the engineer’s recommendation. The following key points of inspection have been
identified.
Pre Surface Preparation
♦ Inspect standpipe interior surface prior to surface preparation to determine if
the environmental conditions would be detrimental to surface preparation and
coating application.
♦ Inspection should also determine if the substrate has defects and
contamination that would adversely affect surface preparation and coating
application.
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REQUEST FOR QUALIFICATIONS, 1 MG STANDPIPE
(DRAFT 01/02/24)
Post Surface Preparation
♦ Inspect steel repairs.
♦ Verify specified level of cleanliness and surface profile has been achieved.
Coating Application Inspection
♦ Verify ambient conditions are within the required tolerances to ensure the
work is performed under appropriate conditions.
♦ Inspect coating for visual defects such as runs, sags, voids, holidays,
pinholes, and presence of foreign matter.
♦ Verify that specified dry film thickness has been achieved.
Post Coating Application Inspection
♦ Upon final cure of coating system, inspect for visual coating defects, measure
coating system’s dry film thickness, perform cure evaluation testing, perform
holiday detection testing, and perform adhesion testing.
The Coating Inspector will prepare thorough written reports accompanied with
photographic documentation of inspections. Reports and photographs shall be
submitted in digital format. Inspection reports are due no later than the 5-days following
the inspection date and will be digitally submitted to the City’s Project Manager in pdf
format.
Documentation verifying that all dry film thickness gauges and other instruments
requiring routine calibration have been factory calibrated or field calibrated within the
prescribed time frames by the applicable equipment manufacturers will be submitted to
the City Project Manager.
2. Repairs and Improvements
The consultant shall perform comprehensive inspections of the repairs and improvement
that are prescribed in their Rehabilitation Plan and selected from the Additional
Corrosion Control Options. The Inspector(s) must be qualified for inspection of the
specific trades involved in the project (i.e., certified welding inspector).
III. PROPOSAL CONTENTS AND SELECTION PROCESS
Respondents to this RFQ are requested to submit a statement of qualifications and project
approach (SOQPA), which includes the prime consultant and all sub-consultants qualifications.
All proposals shall be limited to 25 pages, not including the cover letter or resumes.
The respondent should include the following information organized in the order shown below.
The maximum evaluation points for each item are shown in parentheses. The total possible
number of points for the SOQPA is 100. The submittals shall, at minimum, include:
A. PROJECT DESCRIPTION PRIME CONSULTANT AND SUB-CONSULTANTS QUALIFICATIONS
(Maximum of 50 points)
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This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.