HomeMy WebLinkAboutStantec Consulting Services Wastewater Resource Recovery Facility Tertiary Filtration Facilities Prelim Design Mayor Robert E. Simison
E IDiA N City Council Members
Joe Borton
Treg Bernt
A H C Luke Cavener
Public Works Brad Hoaglun
Jessica Perreault
Department Liz Strader
Soo
TO: Mayor Robert Simison
Members of the City Council
FROM: Clint Dolsby, P.E.
Assistant City Engineer
DATE: September 10, 2021
SUBJECT: TASK ORDER#10281 FOR THE WASTEWATER RESOURCE RECOVERY
FACILITY—TERTIARY FILTRATION FACILITIES PRELIMINARY DESIGN WITH
STANTEC FOR A NOT TO EXCEED AMOUNT OF $797,946.00 PURSUANT TO THE
MASTER AGREEMENT APPROVED BY CITY COUNCIL OCTOBER 1,2020
I. RECOMMENDED ACTION
A. Move to:
1. Approve Task Order 10281 with Stantec for the Wastewater Resource Recovery Facility —
Tertiary Filtration Facilities Preliminary Design, for a not-to-exceed cost of$797,946.00.
2. Authorize the Purchasing Manager to sign the agreement.
II. DEPARTMENT CONTACT PERSONS
Clint Dolsby PE, Assistant City Engineer 489-0341
Warren Stewart PE, City Engineer 489-0350
Laurelei McVey, Director of Public Works 489-0259
III. DESCRIPTION
A. Background
The City of Meridian (City) Water Resource Recovery Facility (WRRF) is in year four of a ten-
year NPDES compliance schedule to reduce phosphorus effluent loadings to Five Mile Creek as
required in the 2017 NPDES permit. The City has previously completed a Wastewater Resource
Recovery Facility Plan (WRRFP) in December 2018 and as part of that effort, a comprehensive
Capital Improvement Plan was identified to address the various treatment challenges and
regulatory updates. In order to address more stringent phosphorus removal requirements,the need
Public Works Department . 33 E. Broadway Avenue, Suite 200,Meridian, ID 83642
Phone 208-898-5500 . Fax 208-898-9551 . www.meridiancity.org
for additional tertiary filtration was identified as part of that effort. Tertiary membrane filters will
allow the WRRF to meet stringent NPDES effluent Phosphorus limits, along with some potential
future limits on emerging contaminants.
B. Proposed Project
This project will fund the design and construction of membrane filters at the Wastewater Resource
Recovery Facility (WRRF). The project will include membranes with associated pumps,
compressed air system, backwash tank and pumps, and scour air blowers, along with three inlet
strainers and chemical day tanks/totes for cleaning with a building for equipment, and install
covers on the membrane basins and feed channel.
C. Consultant Selection
Stantec was selected for this project due to their expertise in the design and analysis of wastewater
treatment plants and their work on similar projects consisting of the same tertiary filtration
technology that we are looking to utilize.
IV. IMPACT
A. Strategic Impact:
This project meets our mission requirements to identify and prioritize work to anticipate,plan and
provide public services and facilities that support the needs of our growing community, ensure
modern, reliable facilities while maintaining financial stewardship and maintaining the ability to
meet the changing permit limit requirements.
B. Service/Delivery pact:
Implementing tertiary filtration at the WRRF will support departmental objectives to develop and
employ strategies that comply with current and pending National Pollutant Discharge Elimination
System Permit (NPDES).
C. Fiscal Impact:
Project Costs
WRRF Tertiary Filtration Facilities Preliminary Design $797,946.00
Total Cost $797,946.00
Project Funding
FY 2022 Tertiary Filter Expansion(3590-96154) $1,500,000,00
Total Funding $1,500,000.00
VI. TIME CONSTRAINTS
Council's approval will allow this project that will help meet stringent effluent phosphorus limits be
completed on schedule to meet our compliance schedule with the Idaho Department of Environmental
Quality.
Page 2 of 3
VII. LIST OF ATTACHMENTS
A. Task Order No. 10281
Department Approval:
Page 3 of 3
0
CITY OF MERIDIAN Purchase Requisition
'
�E IDIAN Purchasing Department VIM DATE OF —]:: 8/25/2021
33 E BROADWAY AVE, STE 106 CITY OF MERIDIAN REQUEST
MERIDIAN, ID 83642 Dept Name PURCHASE ORDERNUMBER ON ALL INVOICES,
TEL:(208)489-0417 • . •-- •• • •TO THIS ORDER
FAX:(208)887-4813 AVAILABLE BUDGET AMOUNT
$1,500,000.00
SUGGESTED IS BUDGET AMENDMENT REQUIRED?
VENDOR Stantec No
777 E Riverpark Lane, Ste 150
Boise, ID 83706 CITY SUPPORT TICKET NO.
PROJECT MANAGER PAYMENT TERMS FREIGHT TERMS F.O.B. REQUESTOR
Clint Dolsb NET 30 PREPAID DESTINATION Clint Dolsb
PROJECT NAME: Tertiary Filter Expansion
Description of Purchase Quantity and Pricing ACCOUNTINGCODES
DESCRIPTIONPART NUMBER • •ITY UNIT UNIT PRICE FUND DEPT EXPENSEORPROJECT/
TASK ORDER CONTRACT/PROJECT DESCRIPTION CODE GLACCOUNT# COMMITMENT# TOTAL AMOUNT
Tertiary Filter Expansion 1 $ 797,946.00 60 3590 96154 11281 $ 797,946.00
$ -
$ -
$ -
$ -
$ -
$ -
NOTES: Council Approval Date: 10-05-2021
$797,946.00
THORIZED DEPARTME SIGN URE
i
CONTRACT CHECKLIST
I. PROJECT INFORMATION
Date: 8/25/2021 REQUESTING DEPARTMENT Public Works
Project Name: Tertiary Filter Expansion I
Project Manager: Clint Dolsby Contract Amount: $797,946
Contractor/Consultant/Design Engineer: Stantec
Is this a change order? Yes ❑ No 0 Change Order No.
II. BUDGET INFORMATION (Project Manager to Complete) III. Contract Type
Fund: 60 Budget Available(Purchasing attach report):
Department —66 3590 Yes 0 No ❑ Construction ❑
GL Account 3y30 96154 FY Budget: 22 Task Order 0
Project Number: 11281 Enhancement: Yes No ❑ Professional Service ❑
Equipment ❑
Will the project cross fiscal years? Yes❑' No ❑ Grant ❑
IV. GRANT INFORMATION-to be completed only on Grant funded projects
Grant#: Wage Determination Received Wage Verification 10 Days priorto bid due date Debarment Status(Federal Funded)
N/A N/A N/A N/A
Print and Attach the determination Print,attach and amend bid by addendum(if changed) www.sam.gov Print and attach
V. BASIS OF AWARD
BID RFP/RFQ TASK ORDER
' Award based on Low Bid Highest Ranked Vendor Selected I Master Agreement Category 2a I
I(Bid Results Attached) Yes ❑ No ❑ (Ratings Attached) Yes ❑No ❑ (Date MSA Roster Approved: 10/1/2020
1
Typical Award Yes ❑ No ❑
If no please state circumstances and conclusion: N/A
Date Award Posted: N/A 7 day protest period ends:
VI. CONTRACTOR/CONSULTANT REQUIRED INFORMATION
PW License N/A Expiration Date: N/A Corporation Status GOOdStanding
Insurance Certificates Received(Date): 5/4/2021 Expiration Date: --5/1/ D Rating: A+
Payment and Performance Bonds Received(Date): N/A Rating:
Builders Risk Ins.Req'd: Yes ❑ No ❑ If yes,has policy been purchased? N/A
(Only applicabale for projects above$1,000,000)
VII. TASK ORDER SELECTION (Project Manager to Complete)
Reason Consultant Selected 1 Performance on past projects
Check a//that apply ❑ Quality of work ❑ On Budget
❑On Time ❑ Accuracy of Construction Est
0 2 Qualified Personnel
0 3 Availability of personnel
❑ 4 Local of personnel
Description of negotiation process and fee evaluation:
This task order includes the preliminary design services for this project. Stantec submitted a draft task order for this work which was reviewed by the City. Stantec revised the
task order based on City comments and brought it into alignmentwith industry standards and Public Works supports the approval of this task order.
az t f�WRR-T
nE terSupervlsor am�Fl e a e rove
Vill. AWARD INFORMATION
Date Submitted to Clerk for Agenda: 9/28/2021 Approval Date 10-05-2021 By: Council
Purchase Order No.: Date Issued: WH5 submitted
(Only for PW Construction Projects)
NTP Date:
Contract Request Checklist.5.2 4.2016.Final
TASK ORDER NO. 11281
Pursuant to the
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
BETWEEN
CITY OF MERIDIAN (OWNER) AND STANTEC (ENGINEER)
This Task Order is made this day of October 1, 2021 and entered into by and between
the City of Meridian, a municipal corporation organized under the laws of the State of
Idaho, hereinafter referred to as "City", and accepted by STANTEC CONSULTING
SERVICES, INC., hereinafter referred to as "Engineer" pursuant to the mutual promises,
covenant and conditions contained in the Master Agreement (category 2a) between the
above-mentioned parties dated October 1, 2020. The Project Name for this Task Order
is as follows:
WRRF TERTIARY FILTRATION FACILITIES
1.0 PROJECT UNDERSTANDING SUMMARY
The City of Meridian (City) Water Resource Recovery Facility (WRRF) is in year four of
a ten-year NPDES compliance schedule to reduce phosphorus effluent loadings to Five
Mile Creek as required in the 2017 EPA administered NPDES permit. The City has
previously completed a Wastewater Resource Recovery Facility Plan (WRRFP) in
December 2018 per the facility planning process identified in the Idaho Administrative
Procedures Act (IDAPA), section 58.01.16. As part of that effort, a comprehensive
Capital Improvement Plan was identified to address the various treatment challenges
and regulatory updates. In order to address more stringent phosphorus removal
requirements, the need for additional tertiary filtration was identified as part of that effort.
The City has tasked Stantec Consulting Services Inc. (Stantec) to further evaluate and
progress those concepts. Accordingly, this project consists of engineering services to
implement tertiary filtration improvements. These services are for the preliminary and
final design, bidding support, and engineering services during construction for a new
22.3 million gallon per day (mgd) peak hour filtration facility, plus supporting ancillary
improvements. The design of the tertiary filtration facility improvements will allow for
expandability in the future to reach buildout flows, which are anticipated to be 42 mgd
(peak hour) by 2074. Design will incorporate elements to allow future expansion to this
capacity, such as larger diameter piping and space within buildings, pump stations, etc.
for future equipment. No tertiary equipment or support systems will be designed to meet
flows that exceed 22.3 mgd as part of this project.
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It is assumed that this will be a membrane facility consistent with the WRRFP, subject to
additional evaluations and recommendations to be made within this project during
preliminary design.
PHASES OF WORK
Preliminary Design — This work is generally described as review of existing
information, identification of design criteria, alternatives analysis, and preliminary design
(30%). These services are included in this TO 11281 (T01).
Technology Selection — This work involves bench scale and pilot/full-scale testing to
determine characteristics of the tertiary filtration influent water quality, as well as the
preferred technology for accomplishing WRRF effluent water quality goals. These
services will be included in TO 2, NOT included in this Task Order.
Final Design — This work is generally described as progressing the design through
bidding including 60%, 90% (permitting set), and bid documents along with providing
bidding services to assist the City in awarding the construction contract. These services
will be included as part of future TO 3, NOT included in this Task Order.
Construction Phase Services — This work is generally described as services to assist
the City during construction including submittal reviews, response to contractor
questions, clarifications and change items. These services also generally include field
observations, final inspections, record drawings and startup and commissioning
services. These services will be included as part of future TO 4, NOT included in this
Task Order.
Specific Project Requirements
Stantec has identified several requirements for this project that will be used as a
framework for establishing the preliminary and final design guidelines and expectations
for the work. These project requirements include schedule, criteria, and facility design
elements.
Preliminary schedule requirements:
• Preliminary Design start October 2021
• Final Design to start by October 2022
• Bid award by November 2023
• Substantial completion by June 30, 2025
• Startup and commissioning complete by June 30, 2026
• NPDES compliance date June 30, 2027 (expected to be administered by State of
Idaho)
Preliminary design criteria requirements:
• Total Phosphorus - 8.5 lb/day (May-Sep monthly average)
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• Total Phosphorus — 29.8 lb/day (Oct-Apr monthly average)
• Flows (2040) — 14.2 MGD (peak month)
• Flows (2040) — 22.3 MGD (peak hour)
• Maintain Class A Reuse Permit
The following project elements in Table 1 are anticipated to be designed and
constructed under this project. These serve as the basis for scoping and engineering
services fee (fee). The outcome of the preliminary design (TO 1) will determine the final
project approach and may modify these assumptions.
Table 1. Project Design Elements.
Element / Process / Description Major Equipment Type
Facility Assumed
Sitework Civil sitework n/a
Utilities and Yard Piping n/a
Electrical sitework New load center anticipated,
buried ductbanks
Landscape architecture n/a
Tertiary Influent Above-grade PS Vertical turbine or vertical mixed
Pumping Station flow pumps
Concrete wetwell n/a
Tertiary Pretreatment Chemical Coagulation TBD. Anticipated to be in line with
Building passive/static mixing, or via flash
mixing, flocculation, and
Fine Screening sedimentation
TBD. Anticipated to be 0.5 to 1
Equalization mm strainers or fine screens.
Parallel Treatment for TBD pending evaluation.
Peak Flow Management TBD pending evaluation.
Tertiary Membrane Membrane based Micro or ultra- filtration.
and Ancillary Process treatment Configuration (pressure vessel or
Building submerged cassette) TBD.
Feed and backwash/reverse flow
Ancillary equipment pumps, air scour blowers,
membranes, tote-based chemical
cleaning systems
Dedicated operations room with
PLC/HMI, limited workstations,
SCADA/Operations sample and analysis benchtop.
Center MCCs and ancillary power system
components.
Electrical room
Chemical Storage and Bulk storage and feed TBD. May be retrofit expansion of
Feed Building pumps existing facility, or new dedicated
tertiary chemical complex.
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Residuals Handling Transfer Pumping Vertical turbine pumps
Station (secondary
recovery not anticipated)
Waste Washwater n/a
Equalization / Wetwell
Odor Management None anticipated n/a
1.2 General Project Approach
The following describes assumptions and conventions that were used in developing this
scope of services:
1.2.1 Codes, Regulations, and Design Standards
City design standards, as applicable, will be used. The facilities will be designed in
accordance with standards, codes, and regulations in effect as of October 2021
including compliance with Idaho Department of Environmental Quality (DEQ)
regulations.
Changes in codes and regulations which occur after the project start will be considered
a change in scope. Stantec will be using specifications suited specifically for the design-
bid-build delivery method based on its standard documents. The City will be responsible
to provide front-end procurement documents (Division 00 and 01) for the construction
bid. Stantec will be responsible to provide all technical specification sections.
1.2.2 Design Approach
The design will be performed using Stantec's internal design standards and
approaches, including digital delivery methodologies: 3D design, building information
models (BIM), and intelligent P&IDs. BIM models will be produced to a level of
development (LOD) 300. This LOD provides an accurate model where elements are
defined with specific assemblies, precise quantity, size, shape, location and orientation
are detailed. Drawings will be produced from these models for City review.
CAD and BIM software:
• Physical models for structures: Revit family of products
• Civil: Civil 3D (The Revit model is fixed in space in this platform)
• Instrumentation and Control: Bentley Open Plant Modeler
• Drawings will be prepared in ANSI D format (22 by 34 inches).
1.2.3 Opinions of Probable Construction Cost
Stantec will prepare opinions of probable construction cost (OPCC) using the
appropriate estimate classes, standard of care, and employing pertinent guidelines as
established by the Association for the Advancement of Cost Estimating (AACE).
OPCCs will be prepared for each set of construction documents identified in the detailed
scope that follows.
City acknowledges that Stantec has no control over costs of labor, materials,
competitive bidding environments and procedures, unidentified field conditions, financial
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and/or market conditions, or other factors likely to affect the OPCC of this project, all of
which are and will unavoidably remain in a state of change, especially in light of the high
volatility of the market attributable to Acts of God and other market events beyond the
control of the parties. City further acknowledges that this is a "snapshot in time" and that
the reliability of this OPCC will inherently degrade over time. City agrees that Stantec
cannot and does not make any warranty, promise, guarantee, or representation, either
express or implied that proposals, bids, project construction costs, cost of operating, or
cost of maintenance will not vary substantially from Stantec's good faith OPCC.
1.2.4 Land Acquisition
It is anticipated this project does not include any form of land acquisition.
1.2.5 Project Delivery Model
This scope of services is structured for a conventional design-bid-build project delivery
model.
1.2.6 Project Staging and Sequencing
These requirements are always project specific and will be defined through
development of the Preliminary Engineering Report (PER).
Task 1 - Preliminary Design
2.0 Stantec will prepare a series of technical memoranda to supplement previous
planning efforts. These memoranda will be further developed into a Preliminary
Engineering Report (PER) to document technical and engineering decisions, which will
be used as the basis for development of detailed design documents.
It is anticipated that this document will not reiterate work previously performed in the
master planning phase of this project, but in a concise and complete way summarize
updates to design criteria and intent since the completion of the facility plan. The PER
defines the contractual basis for remaining design deliverables, schedule, and cost
associated with the Meridian WRRF.
The PER will present a text and table summary of equipment comparisons, selection
process, system operating concepts and maintenance requirements, technical
memoranda, general site plan, process schematics and flow diagrams, design criteria
for each process, hydraulic profile, preliminary P&ID's, process unit layout drawings,
architectural concepts, utilities and electrical single-line diagrams. Copies of pertinent
meeting minutes will be contained in an appendix.
The main activities to be performed by Stantec as part of preliminary design are as
follows:
• Project management and coordination with external and internal team
members (Section 2.1)
• Data collection and review of existing field conditions to prepare for design
efforts (Section 2.2)
• Permitting support for upgrades and expansion of the tertiary filtration
facilities (Section 2.3)
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• Documentation of design constraints, design criteria, and design direction in
the PER and supporting documentation (Sections 2.4 and 2.5)
• Preparing preliminary design documents based on design constraints and
project objectives in accordance with City and Stantec design standards and
this scope of services (Section 2.6)
2.1 Project Management and Coordination
The project management and coordination work for this task order will include:
2.1.1 Project Management Plan
Stantec will develop a general workplan or project execution plan (PXP) that defines the
delivery approach, staffing, responsibilities, schedule, risks, and project deliverables
that will be a baseline guide and a working document throughout the project. The PXP
will be reviewed and update on a quarterly basis.
The PXP will also include a Quality Management Plan (QMP) which will define the
specific processes and procedures to be used for this project.
2.1.2 Progress Reporting Meetings
Stantec will keep the City advised of the status of the design progress. This
coordination will include monthly project management meetings with the City with on
average three Stantec staff to communicate and document identified project risks,
action items, change of conditions, schedule updates, financial status, and general
project status. The meetings are expected to be 60 minutes in duration, and Stantec
will coordinate and submit meeting notes within two working days of the meeting.
Separate technical workshops will be scheduled outside of these monthly progress
meetings.
2.1.3 Internal Team Coordination
Stantec will meet with design team leads on a bi-weekly basis to coordinate discipline
status, identify risks, and provide a forum for issues or questions that need to be
communicated or coordinated with the City or that need further attention within the
design team.
2.1.4 Progress Tracking and Reporting
Stantec will prepare and maintain tracking tools for monthly reporting and invoicing to
the City. The invoicing will include monthly status updates on a task-by-task basis,
physical percent complete status and any changes or new risks identified in the billing
period.
2.2 Data Collection and Field Investigations
Stantec will need to obtain various data from the City and collect baseline information to
being our preliminary design.
• Survey - It is expected that site survey information will be needed for the
preferred locations for the improvements. Stantec will use existing survey
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data provided by the City for preliminary design efforts and engage the
services of a surveyor during future final design efforts.
• Geotechnical — Stantec will request from the City and review the existing
geotechnical information. If inadequate geotechnical information is available
at the preferred site(s) for the new tertiary filtration facilities and
improvements, Stantec will subcontract with a local geotechnical firm for the
needed information during future final design efforts.
Stantec shall be entitled to reasonably rely upon the information and data provided by
the City or obtained from generally acceptable sources within the industry without
independent verification except to the extent such verification is expressly included
herein.
2.2.1 Existing Data Collection and Review
As part of the scoping effort, Stantec has already requested:
• Historical and anticipated flow and load data (updated since the 2018 Facility
Plan)
• Plant performance data electronically from 2017 — present
• Previously completed phosphorus speciation study
• Secondary effluent particle size distribution study.
Stantec shall review the above background documents and information provided by the
City. The following additional documents will be requested:
• Previous additional relevant reports and supporting background files
• Current and historical water quality and flow data
• Current and historical SCADA data for existing facilities
• Current and historical power consumption data for the entire WRRF
• Staff input and observations
• Preferred City staff contact information
• Facility record information as needed
• Available record drawings of the existing facilities (preferably dgn or dwg
format).
• O&M manuals related to the existing operating controls.
• Available utility information in GIS format (for the City or known utilities owned
by others within the project area)
• Available design standards, standard details, and specifications; and
• Other pertinent information as determined during this project
2.2.2 Survey — Not Used
Stantec will use existing survey information provided by the City for documentation and
design drawings.
2.2.3 Geotechnical — Not Used
If required will be subcontracted during future contracts.
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2.2.4 Dewatering Investigation — Not Used
It is not anticipated that a site-specific dewatering investigation will be required. If the
geotechnical investigation demonstrates the need for dewatering, a preliminary
dewatering investigation can be authorized as supplemental services.
2.2.5 Subsurface Investigation — Not Used
If required will be subcontracted during future contracts.
2.2.6 Closed Circuit Television — Not Used
It is not anticipated that closed circuit television will be required for any existing utilities
on the site, or at the points of interconnection. If during preliminary design need for
these services arises, they can be authorized as supplemental services.
2.2.7 Water Quality Sampling and Analysis — Not used
It is not anticipated that additional sampling and water quality analysis will be required,
other than what is specifically described as part of a bench or pilot testing activity, which
is scoped per TO 2.
2.3 Permitting Support
Stantec will support the City in while the City identifies necessary design phase permits
for activities related to the project and detail the requirements for application for the
permits, permit deadlines, contact persons, and processing time. It is assumed that the
City will lead permitting efforts for this project, while Stantec will provide support and
coordination with design activities and deliverables. Stantec will be available to meet
with the City and the Idaho DEQ as part of this coordination effort. Stantec will submit
the Preliminary Engineering Report and preliminary design drawings to Idaho DEQ for
agency review.
2.4 Studies and Technical Memoranda
The following studies and technical memoranda described in Section 2.4 will be initiated
as part of the preliminary design phase. Draft technical memoranda will be produced in
advance of the PER. Final memoranda will be submitted as chapters of the PER.
2.4.1 Flow and Load Confirmation — Not used
It is anticipated that the 2018 WRRFP flow and load projections will be used for this
project for establishing relevant tertiary filtration criteria. Per discussion with the City, the
WRRFP will be updated by others under a separate contract, and any updates to water
quality or criteria will be evaluated when available. Changes in flow will be addressed in
collaboration with City staff to ensure that the design incorporates flexibility to add or
remove process trains as needed to achieve the required treatment capacity.
2.4.2 Bench Testing and Water Quality Evaluation
Under this task, Stantec will evaluate the City's relevant historical information for:
• Phosphorus speciation data
• Secondary effluent particle size distribution
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• Current performance data for cloth media filtration
Per discussion with the City, it is understood that these historical data sources were
provided prior to the last secondary process upgrades and that new supplemental data
may be needed to predict future tertiary influent water quality.
Evaluation efforts are based on the following supplemental bench testing and water
quality evaluations recommended by Stantec:
• Coagulant Jar Testing — Modeling and bench testing to select appropriate
coagulant(s), dose(s), mixing energy, and contact time for definition of
reactive and nonreactive phosphorus fractions, and optimization of
phosphorus removal and filter performance. These recommendations would
be used to establish pilot and preliminary design bases, as appropriate
• Phosphorus Speciation and Filterability — Bench testing using the
coagulant(s) selected from jar testing, to confirm secondary effluent
phosphorus speciation and theoretical filterability and process performance
potential. These outcomes would be used to inform the filter technology
evaluation and recommendations
• Particle Size Distribution - Bench testing using the coagulant(s) selected from
jar testing to predict filter loading, prescreening needs, and filter performance.
These outcomes would be used to inform the filter technology evaluation and
recommendations
It is assumed that City staff will provide all laboratory and analytical work for bench
testing and water quality evaluation efforts. Stantec will oversee testing and provide
guidance on the type of tests and data to be gathered but will not be involved with day-
to-day efforts of the testing. The objectives for sampling, quantity, frequency, and type
of tests will be documented in a testing plan, which will be prepared by Stantec.
Stantec will also evaluate the need for pilot or full-scale testing (e.g., chemical
coagulation upstream of existing cloth media filters) throughout Task 2.4.2. Upon
completion of this task, Stantec will provide a recommendation for additional
experimental testing in the draft technical memorandum for this task. Using the
recommendations presented in the draft technical memorandum, Stantec will revise the
scope of work for TO 2, which is included in preliminary draft form as Sections 3 through
5. Revisions for TO 2 will be completed concurrently with Task 2.4.3 efforts.
2.4.3 Filter Technology Evaluation
Based on the outcomes of Task 2.4.2, Stantec will revisit and update filter technology
selection. This task would address three key areas of focus:
• Candidate filter process identification and evaluation
• Filtration enhancement schemes (e.g., parallel treatment, equalization), and
• Ancillary impacts and plant integration
The following technologies and applications are assumed for evaluation under this task:
• Conventional chemical coagulation for filtration pretreatment
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• Electro-coagulation for filtration pretreatment
• Hollow fiber membrane filtration (using either submerged or pressure vessel
configurations) as a full flow process
• Deep bed dual media filtration as a full flow process
• Cloth media filtration (either via retrofit or replacement of existing facilities) as a
pretreatment to membranes
• Cloth media filtration (either via retrofit or replacement of existing facilities) as a
parallel treatment process to provide peak flow management and filter capital
and O&M cost optimization
• Peak flow equalization of secondary effluent (either inline or offline to main flow)
to provide peak flow management and filter capital and O&M cost optimization
2.4.4 Siting
Stantec will investigate both greenfield and retrofit siting options for the recommended
process and infrastructure improvements per Table 1.
2.4.5 Hydraulics
Stantec will assess the existing hydraulics between secondary treatment and the final
outfall and make recommendations to address any challenges under the flows for two
scenarios: planned 2040 and the buildout flow condition in 2074. Stantec will also
assess return flow management needs and potential impacts to the existing plant
operation.
This task will be dependent on the outcomes of Tasks 2.4.3 and 2.4.4. This task will
also include development of preliminary tertiary filtration and filtration backwash return
flow hydraulic profiles.
Stantec will also assess the risk of unsteady flow effects and maldistribution of flows
among parallel treatment trains and make recommendations for more detailed design
investigations (e.g., computational fluid dynamic or physical models) as needed.
2.4.6 Control Narrative TM
Stantec will coordinate with the City of Meridian to develop a preliminary system control
narrative (philosophy).
A preliminary workshop will be held to:
• Discuss current tertiary filtration and plant control philosophy as it is
anticipated to be relevant to the new infrastructure being developed
• Establish high-level approaches for new systems at the WRRF
• Review a preliminary overall control system architecture
• Review and finalize a draft outline for the Control Narrative TM
It is anticipated that the Control Narrative TM will present basic control philosophy for:
1. Interfacing with (but not replacing the controls for) existing infrastructure and
conveyance
2. Establishing new tertiary filtration process control requirements
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3. Establishing/updating final effluent water system monitoring and control
requirements for permitting requirements
4. Equipment/asset numbering conventions
Meridian WRRF process control narratives as described above will address the
following elements:
• Overall water system control intent
• Influent flow and quality monitoring and control
• Influent feed tanks and influent pumping systems
• Tertiary filtration pretreatment systems and ancillary components
• Tertiary filtration systems and ancillary components
• Chemical storage and feed
• Miscellaneous systems (i.e., access control and monitoring, HVAC
integration, fire system integration, and sump pumps)
• Critical process alarms and interlocks
• Final effluent system monitoring and control
This memorandum will be preliminary in nature and is meant to establish system-wide
intent; it will be a supplement to the PER and preliminary design documents
summarized later in this scope of work. Asset data forms required by the City will also
be provided as a supplement to the Control Narrative TM. Additional control system
detail and elements will be addressed during final design for plant startup and shutdown
requirements.
The Control Narrative TM will be superseded by final design documents including
control system architecture diagrams, specifications, control strategies, and Piping and
Instrumentation Drawings (P&IDs).
Following submission of the draft TM, a review workshop will be held with City staff to
finalize approach and allow further development of the PER.
2.5 Preliminary Engineering Report (PER)
The PER will be executed in accordance with IDAPA, section 58.01.16. Through this
process, the intent is to make all significant project design decisions before the start of
Final Design (TO 3). At the end of Preliminary Design (TO 1), major design elements
shall be fixed, and major equipment, footprints, major structural elements, and pipeline
alignments shall be well-defined and established. The extent of the design, the number
and type of drawings, and the number of construction packages shall be established.
Stantec will develop the preliminary design to the point where the feasibility is
confirmed, the scope is well defined, and costs can be accurately estimated.
Considerations related to filter technology expandability and oversizing for rapid
adaptability to flow and water quality changes will also be addressed in the PER.
The PER is anticipated to consist of a compendium of previously prepared TMs, with
expanded content to meet requirements as stated above. The report organization is
expected to follow:
EXECUTIVE SUMMARY
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1.0 INTRODUCTION
2.0 WATER QUALITY PROJECTIONS
3.0 PROCESS DESCRIPTION AND DESIGN CRITERIA
4.0 PLANT HYDRAULICS
5.0 ELECTRICAL POWER SYSTEM
6.0 UTILITIES AND CONNECTIONS
7.0 FUNCTIONAL ASPECTS
8.0 CONTROL NARRATIVES
9.0 PROJECT IMPLEMENTATION
10.0 REFERENCES
LIST of TABLES
LIST of FIGURES
APPENDICES
Recommendations for approaches to equipment procurement, updates to final design
schedule, and updates to construction schedule will be documented under Section 9 —
Project Implementation.
2.6 Preliminary Design Documents (30% Design)
The preliminary design will consist of the PER and supporting drawings, lists, and
elements as described herein. Drawings and other elements as described below will be
appended to the PER. Refer to Exhibit C for the preliminary list of drawings. The list of
drawings will be updated as part of the PER as described in Section 2.6.1.
2.6.1 Drawing and Design Development
This list presents the drawings, technical information, and preliminary design
documentation that are anticipated during preliminary design. Design activities for each
item listed in the following list will occur during TO 1. However, not all items will be
presented in a deliverable. Project deliverables are noted separately within this
document.
General:
• Preliminary Building Information Models (BIM); submitted as PDFs
• Preliminary drawings
• Updated list of remaining drawings anticipated
• Updated list of specifications anticipated
• Preliminary equipment list (major equipment)
Process-Mechanical:
• Process design criteria
• Design flow rates
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• Influent quality
• Effluent quality requirements
• Phasing, sequencing, schedule, and expansion requirements
• Process and major equipment selection
• Redundancy requirements
• Overall process flow diagram
• Process narratives (brief descriptions)
• Mass balances
• Estimate of consumable quantities (energy, chemicals) and residuals
• Define process flow streams, legends, and abbreviations
• Hydraulic profiles
• Pipe materials and valve types
• Coating and lining requirements
• Equipment material selection
• Vendor drawings and information
Civil:
• Site civil and site utility plans
• Updates, site drainage concepts, if required by City reviewers
• Define limits of flood plain/ issues
• Zoning and local site development requirements
• Identify environmentally sensitive areas such as wetlands and hazardous
waste areas
• Roadway and paving sketches and preliminary traffic plan
• Defined survey, mapping and geotechnical needs for final design, if
necessary
Landscape Architecture:
• Define landscaping expectations
• Develop draft list of preferred plants and groundcover
• Draft site plan
Instrumentation & Control:
• Equipment and area tagging convention
• Control philosophy description
• Control system block diagram, including integration with SCADA System
• P&IDs with pipe and valve sizes and materials
• Onsite communication system requirements
• Define or recommend control system procurement methods and software
development.
• Document City's control system philosophy/architecture and other information
needs
Architectural:
• List of applicable codes and life safety issues for the building classification
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• List of controlling regulatory agencies and contacts
• Building floor plans showing rooms and major equipment
• Building elevations, building finishes and architectural details
• Building classification list and HVAC R-values
Structural:
• Structural design concept and design criteria
• Structural steel sketches and details
• Structural concrete plan sketches
• Structural foundation sketches and details
• Document existing building or structures requiring upgrade or modifications.
• Document structural problems associated with existing plant facilities to be
modified in the project
• Identify local building codes and local design criteria
Building Mechanical Services:
• Plumbing design concepts, sanitary sewer design, etc.
• Fire protection and security system requirements
• Establish ambient design conditions
• Document local building codes and requirements
• Document odor system requirements
• Air Flow Schematic
• Conceptual Equipment Arrangements
Electrical:
• Electrical/communications/security design concepts
• Preliminary electrical single lines
• Electrical equipment location plan
• Plan to bring existing facilities into code compliance where necessary
• Any new structures will include LED lighting. Existing facilities that will remain
will be considered for LED lighting under TO 3.
• Schedule of hazardous and corrosive locations
• Document the need and sizing for onsite standby and/or emergency power
• Define modes of generator operating, interconnection requirements and load
shedding
• Document redundancy requirements for power supplies and power
distribution
• Preliminary site plans showing major equipment locations and duct bank
route
• Preliminary electrical room plans including electrical equipment,
instrumentation and controls, and special system panel locations
• Electrical load list
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2.6.2 Quality Control
Stantec will perform internal technical review prior to submittal to the City, per the
approved Quality Management Plan. Stantec's engineers of record will review and
approve all deliverables and critical calculations prior to sending for internal
independent reviews by a qualified senior engineer or technician. In addition, all
documents requiring multiple disciplines will be reviewed for interdisciplinary
coordination. All Stantec reviews will have documented review comment and
responses. Only upon the completion of this level of quality control will deliverables be
sent to the City or permitting agencies for review. City and other review comments will
be addressed, formally responded to and documented.
2.6.3 Review Workshops
Stantec will hold a preliminary project kickoff meeting with the City and five additional
review workshops with City Staff at the end of the City's review of the memoranda,
PER, and preliminary design documents. These workshops will be held to discuss staff
review comments, clarify elements in the submittal, and confirm approach to allow the
report to be finalized. There shall be an initial kickoff meeting, plus a total of five review
workshops.
2.7 Construction and O&M Cost Updates
2.7.1 Progressive Cost Model
Stantec will develop an initial cost model following project initiation and the development
of design criteria to establish baseline project cost expectations. This model will be
trended during preliminary design. Changes in cost expectation will be tracked and
shared with the City at progress meetings, to allow for efficient design and cost
management. The focus will be to avoid cost over-run and achieve budgeted project
goals. It is anticipated that this estimate will be Class 5 per AACE.
Note that a Class 5 OPCC is generally prepared based on limited information, and
subsequently have fairly wide accuracy ranges. Class 5 estimates have typical accuracy
ranges of-20% to -50% on the low side, and +30% to +100% on the high side,
depending on the technological complexity of the project, appropriate reference
information, and the inclusion of an appropriate contingency determination.
Stantec will also prepare a preliminary Operations and Maintenance (O&M) cost
evaluation for the preliminary design. This estimate will include chemical, power, staff,
maintenance and other factors for compilation into an annual O&M budget expectation
for the new facilities. This estimate will be delivered with the OPCC. Note that staffing
and labor requirements will be budgeted based on industry normal practices, as
informed by current City practices for similar facilities, where available.
2.7.2 30% Cost Opinion
At the completion of the PER and Preliminary Design Documents, Stantec will perform a
bottom-up estimate to replace the previous Class 5 estimate and trend log. Stantec will
provide a Class 3 OPPC, which will form the basis for subsequent bottom-up estimates.
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Class 3 estimates have typical accuracy ranges of-10% to -20% on the low side, and
+10% to +30% on the high side.
Deliverables
• Existing Data Collection and Review (Section 2.2.1) — No deliverables
included; if necessary, additional information requests will be submitted
• Survey Deliverables (Section 2.2.2) — Not included, survey and related design
efforts will be performed during final design (future T03)
• Geotechnical Deliverables (Section 2.2.3) — Not included, geotechnical
investigation and related design efforts will be performed during final design
(future T03)
• Subsurface Investigation (Section 2.2.4) — Not included, subsurface
investigation, potholing, and related design efforts will be performed during final
design (future T03)
• Permitting Support (Section 2.3):
• Draft permitting memorandum with a table of the permits, technical
deliverables required, contact person from the permitting authority, estimated
schedule, and permit fees.
• Final permitting memorandum
• Bench Testing and Water Quality Evaluations (Section 2.4.2):
• Testing plan
• Draft technical memorandum
• Final technical memorandum will be submitted as part of the Final PER
• Filter Technology Evaluation (Section 2.4.3):
• Draft technical memorandum
• Final technical memorandum will be submitted as part of the Final PER
• Siting (Section 2.4.4):
• Draft technical memorandum
• Final technical memorandum will be submitted as part of the Final PER
• Hydraulics (Section 2.4.5):
• Preliminary hydraulic profiles
• Draft technical memorandum
• Final technical memorandum will be submitted as part of the Final PER
• Control Narrative TM (Section 2.4.6):
• Preliminary overall control system architecture
• Draft outline for the Control Narrative TM
• Initial workshop notes
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• Draft Control Narrative TM
• Final TM will be submitted as part of the PER
• Asset data forms for major equipment
• Preliminary Engineering Report (PER) (Section 2.5):
• Draft PER
• Final PER with attachments
• Preliminary Design Documents (Section 2.6):
• Design documents will serve as attachments to PER (see Section 2.5)
• Quality Control (Section 2.6.2):
• Responses to City comment response log
• Review Workshops (Section 2.6.3):
• Meeting notes following each workshop
• Updates to Owner Comment Log following each workshop
• Updates to Design Decisions Log following each workshop
• Anticipated Workshops:
(1) Project Kickoff Meeting
(2) Design Criteria Review Workshop
(3) Bench Testing and Water Quality Evaluation Review Workshop
(4) Filter Technologies Review Workshop
(5) Facility Siting Workshop
(6) Control Narrative Review Workshop
• Progressive Cost Model (Section 2.7.1):
• Initial OPCC, Class 5
• 30% Cost Opinion (Section 2.7.2):
• Preliminary Design OPCC, Class 3
ASSUMPTIONS
While preparing our scope of services and fee schedule, we have made the following
assumptions:
General Project Approach (Section 1.2):
• The scope of services for TO 1 is based on a maximum of three separate
buildings: Tertiary Pretreatment Building, Tertiary Membrane/Ancillary
Process Building, and Chemical Storage/Feed Building. The two pump
stations for influent to the tertiary process and residuals handling transfer will
either be housed within one of the three buildings as a separate room or will
be exterior pump stations.
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• Buildings will be industrial type masonry and premanufactured metal buildings
as needed to match existing site architectural standards.
• Site drainage study results will be shown on a Grading and Drainage Plan
notes sheet. No report will be submitted.
• Extent of existing facility decommissioning/demolition activities to be
determined during final design under TO 3.
• Electrical conduit routing will not be shown on plan sheets.
• Deep foundation systems will not be required.
• Additional backup power generator is not assumed to be part of this project.
Progress Tracking and Reporting (Section 2.1.4):
• Invoicing will be performed monthly unless otherwise coordinated with the
City due to inactivity
• Technical review meetings and workshops are not part of the Task 1 services
• Progress reporting meetings are assumed to be virtual or with local Stantec
staff travelling to Meridian unless otherwise requested or coordinated for
external staff to attend
• Change logs and other documentation requested by the City will be kept and
maintained on a Stantec MS Teams SharePoint site and reviewed in the
monthly progress meetings. The SharePoint site will be available for the City
and Stantec staff and be used for shared and transfer documents
Permitting Support (Section 2.3):
• The City will pay all permit fees and lead permitting efforts.
• Two Stantec staff will be available for up to three meetings with either DEQ or
City staff. It is assumed that meetings will be 60 minutes in duration.
Bench Testing and Water Quality Evaluation (Section 2.4.2):
• Based upon results and recommendations presented in the draft technical
memorandum for Task 2.4.2, Stantec will revise the Task Order 2 scope and
fee.
• Stantec will not perform any laboratory or analytical testing associated with
Task 2.4.2 but will provide direction to the City on what testing methods are
required. Stantec has not included any fee for third-party laboratory sampling.
Filter Technology Evaluation (Section 2.4.3):
• Hollow fiber membranes will be required for low-level phosphorus removal, as
either full or partial tertiary flow
• Conventional chemical coagulation will be used for phosphorus pretreatment
Siting (Section 2.4.4):
• Stantec will evaluate up to five potential site locations and shortlist three for
evaluation.
• The evaluation and shortlisted locations will be included in a draft technical
memorandum. Stantec will provide a selection for a preferred site alternative
in the memorandum.
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• The City will review comments regarding the preferred location and provide
comments on the technical memorandum. City comments will be discussed
at a siting workshop.
• One site location will be selected at the workshop, and a final technical
memorandum prepared to document the preferred site location. The
preferred site location will be used as the basis for all preliminary design
documents.
Hydraulics (Section 2.4.5):
• Modeling will be for the recommended infrastructure from Task 2.4.3 and
2.4.4.
• Computational fluid dynamic modeling and physical modeling is not included.
Control Narrative TM (Section 2.4.6) — Narratives will be for the recommended
infrastructure from Tasks 2.4.3 and 2.4.4
Preliminary Engineering Report (Section 2.5)
• The Draft PER will be submitted to the City for review
• Stantec will submit the PER to Idaho DEQ for review
• The City review period will be 14 calendar days
• A workshop will be conducted to review the PER, supporting preliminary
design documents, and comments with the City
• Final PER will form the basis for the final design scope of work (future TO 3)
• The Final PER will define the contractual basis for remaining design
deliverables, schedule, and cost associated with the WRRF creating a design
freeze for process, equipment, and general arrangements. Modifications to
the Final PER will be evaluated for schedule and cost impacts prior to
implementing under the TO 3.
• The Final PER will include City and Idaho DEQ review comments
• The PER and supporting preliminary design documents will be submitted
concurrently for City Review
Construction and O&M Cost Updates (Section 2.7)
• City shall provide feedback for both the Class 5 OPCC and Class 3 OPCC
within 14 calendar days of the deliverable being issued by Stantec
• City feedback from the Class 5 OPCC estimate will be included in updates to
the cost model and in the updated Class 3 OPCC estimate. The Class 5
OPCC estimate will not be issued as a deliverable more than once
• Stantec will include revisions to the Class 3 OPCC estimate per City
comments as a part of final design (TO 3 efforts)
Other Assumptions:
• The City will lead agency coordination with Stantec assistance
• The City will lead any public involvement efforts unless otherwise requested
• Stantec assumes that the City will require no more than 14 calendar days for
deliverable review
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• Stantec assumes that Idaho DEQ will require no more than 40 calendar days
for deliverable review
• The flow and loadings projections from the 2018 Facility Plan will be used for
planning and design purposes
• Stantec standard drawing symbols as applicable to local City standards and
abbreviations will be used
• Stantec standards and approaches will be implemented in preparing the
drawings using the City's standard borders. Any elements that are changed
to suit City long term standards developments will be assessed for impacts to
scope, schedule, and budget, and if necessary authorized as supplemental
services
• 2D plans will be prepared in ANSI D, 22 by 34-inch format. CAD drawings
will be created in the BIM packages defined above.
• The City will provide review comments on drawings and Stantec will provide
responses using a Bluebeam Studio session.
• Design calculations for the project will only be submitted when required by
permitting agencies
• No LEED or ENVISION requirements are anticipated for the facility
• All design reports, plans, specifications, and engineering calculations will be
stamped and signed by a registered Professional Engineer in the State of
Idaho
• No energy code compliance is anticipated
• No restrooms or finished office spaces are anticipated.
TIME OF COMPLETION and COMPENSATION SCHEDULE
COMPENSATION AND COMPLETION SCHEDULE
Task Description Estimated Completion Date Compensation
1 Preliminary Design September 30, 2022 (Exhibit A) $797,946.00
TASK ORDER TOTAL: $797,946.00
The Not-To-Exceed amount to complete all services listed above for this Task Order No.
11281 is seven hundred ninety-seven thousand nine hundred forty-six dollars
($797,946.00). No compensation will be paid over the Not-to-Exceed amount without
prior written approval by the City in the form of a Change Order. No travel or expenses
will be reimbursed through this agreement. All costs must be incorporated in the
individual tasks within the Compensation and Completion Schedule above.
CITY OF MERIDIAN STANTEC
BY: BY:
KEITH WATTS, Procurement Manager CLINT ROGERS, Vice President
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Dated: Dated: 9/28/2021
Council Approved
Dated: 10-05-2021
City Project Manager:
Clint Dolsby
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Page 112
Item#9.
EXHIBIT B - FEE SCHEDULE, WRRF
Tertiary Filtration Preliminary Design
$797,946
Task Task Name Total
2 Preliminary Design
2.1 Project Management and Coordination $95,168
2.2 Data Collection and Field Coordination $13,668
2.3 Permitting Support $4,346
2.4 Studies and Technical Memoranda $181,834
2.5 Preliminary Engineering Report $47,042
2.6 Preliminary Engineering Design Documents $426,072
2.7 Construction and O&M Cost Updates $29,816
Page 113
Item#9.
EXHIBIT A - PRELIMINARY SCHEDULE
ID Task Mode Task Name Duration Start Finish Predecessors Resource Names Qtr 4,2021 Qtr 1,2022 Qtr 2,2022 Qtr 3,2022 Qtr 4,20
Se Oct Nov Dec Jan Feb Mar A r Ma Jun Jul Aua Se Oct
1 NTP 0 days Mon 10/4/21 Mon 10/4/21 10/4
I I
2 Project Management 260 days Mon 10/4/21 Fri 9/30/22
I I
3 Project Kickoff Meeting 0 days Fri 1018121 Fri 1018121 1FS+5 days 10/8
4 Startup, Tracking, and Coordination 260 days Mon 1014121 Fri 9130122 1
I
5 Coordination Meetings 260 days Mon 1014121 Fri 9130122 1
6 Closeout 0 days Fri 9130122 Fri 9130122 4 9/30
7 Data Collection and Field Investigations 80 days Mon 10/11/21 Fri 1/28/22
8 Existing Data Collection and Review 40 days Mon 10111121 Fri 1213121 3
9 Permitting Support(Tech Memo) 40 days Mon 1216121 Fri 1128122 8 O
I
10 Preliminary Design 255 days Mon 10/11/21 Fri 9/30/22
11 Studies and Technical Memos 255 days Mon 10111121 Fri 9130122
12 Bench Testing and WQ Evaluation 80 days Mon 10/25/21 Fri 2/11/22
I I
19 Filter Technology Evaluation 130 days Mon 10/11/21 Fri 4/8/22
24 Siting 30 days Mon 4/11/22 Fri 5/20/22 19
I
25 Hydraulics 30 days Mon 5/23/22 Fri 7/1/22 24
26 Site Drainage 20 days Mon 5/23/22 Fri 6/17/22 24
IF
27 Control Narrative TM 60 days Mon 4/11/22 Fri 7/1/22 19
28 Experimental Testing 155 days Mon 2/28/22 Fri 9/30/22
33 Preliminary Engineering Report 170 days Mon 1117122 Fri 919122
34 Draft Report 100 days Mon 1/17/22 Fri 6/3/22 12FS-20 days
I I I
35 City Review 10 days Mon 6/6/22 Fri 6/17/22 34
36 Final Report 20 days Mon 7/4/22 Fri 7/29/22 35,24,25,26
I I
37 DEQ Review 30 days Mon 8/1/22 Fri 9/9/22 36
I I I
38 Preliminary Design Documents(30%) 80 days Mon 616122 Fri 9123122 34,24FS-10 days
39 Cost Estimating 175 days Mon 1131122 Fri 9130122
43 Review Workshops 110 days Fri 1/14/22 Fri 6/17/22
I
44 Workshop 1 -Design Critieria 0 days Fri 1114122 Fri 1114122 7FF-10 days 14
45 Workshop 2-Bench Testing/WQ Evaluation 0 days Fri 1128122 Fri 1128122 12FF-10 days 28
I I I I
46 Workshop 3-Filters Technologies 0 days Fri 3125122 Fri 3125122 19FF-10 days 25
I
47 Workshop 4-Siting 0 days Fri 5/6/22 Fri 5/6/22 24FF-10 days 6
48 Workshop 5-Controls Strategies and 0 days Fri 6117122 Fri 6117122 27FF-10 days 17
Narrative
Project: Preliminary Schedule - Task Milestone ® Summary Project Summary 8 Manual Task M Manual Summary
Date: Thu 7/15/21
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