WES Technical Advisory Team - June 25, 2026

Attend the meeting

Free language assistance services are available for this meeting. Contact WES at 503-742-4567 (48-hour notice needed).

Agenda

Facilitators:  Jessica Rinner, Civil Engineering Supervisor | Niki Davila, WES Administrative Specialist

TimeTopicAction

11:30 am

5 minutes

Welcome/Introductions

Jessica Rinner, WES – Civil Engineering Supervisor

 

Roll Call

11:35 am

5 minutes

Review/Approve minutes from 02/19/2026 meeting

Niki Davila, WES – Administrative Specialist

 

Approval

11:40 am

5 minutes

Member Community Invoicing 

Jessica Rinner, WES – Civil Engineering Supervisor

Discuss

11:45 am

5 minutes

Member Community Annual I/I Reports

Jessica Rinner WES – Civil Engineering Supervisor

Discuss

11:50 am

5 minutes

WES Capital Improvement Plan Update

Jessica Rinner WES – Civil Engineering Supervisor

Discuss

11:55 am

10 minutes

City of Milwaukie – CIPP Lining Grant Proposal

Josh Neath – Project Engineer 

Vote

12:05 pm

10 minutes

Round Table Discussion Discussion
 Adjourn 

Regional I&I Reduction Program Qualified Proposal
Clackamas Water Environment Services

Partner City: City of Milwaukie

Project Name: City-wide Sewer Rehabilitation

Date: June 5, 2026

Basin: Milwaukie

Purpose

This document presents a Qualified Proposal to the Clackamas Water Environment Services (District) to participate in cost sharing under the District’s Regional I&I Reduction Program, as outlined in the Intergovernmental Agreement Between Water Environment Services and Partner Cities for Regional Inflow and Infiltration Reduction (IGA). Under this program the District has pledged to reimburse 33 percent of actual costs to Partner Cities for Qualified Proposals, as approved by the District.

The objective of this project is to rehabilitate and restore deteriorated wastewater collection system facilities, with a specific focus on reducing inflow and infiltration, of 2355 linear feet of sewer main throughout the city. To achieve this, the project will utilize Cast-In-Place Pipe (CIPP) technology, providing a modern alternative to traditional open-trench pipe replacement methods. CIPP is a trenchless rehabilitation process that is more cost-effective, faster to implement, and significantly less disruptive to the community and environment compared to conventional sewer repair techniques. The City of Milwaukie (City) is requesting the District to review the Qualified Proposal presented here and, if eligible, provide a letter of approval to the City as described in the IGA.

Project Description

The City, in conjunction with the 2022 Wastewater System Master Plan Update prepared by Water Systems Consulting (WSC), identified pipeline mains with Grade 4 and 5 defects. Defect scores of 4 or 5 are anticipated to result in structural failure within the next 10 years, and near or exceeding the end of their service life. The CIPP Sewer lining Capital Project will restore 7 of the city’s Mainline pipe segments identified to have high PACP scores. These restorations will reduce inflow and infiltration (I&I) and facilitate long-term maintenance.

All system components are comprised of concrete pipes, either 8- or 6-inch in diameter. Additional data for the collection system is provided in Table 1, and a map of the existing system is provided in Exhibit A, both of which are included at the end of this proposal.

CCTV inspections identified several deficiencies in the system including root intrusion, cracks, sags, and mis-aligned joints. These deficiencies are presumed to be a major source of I&I in each respective area.

Remediation design is exclusively Cured-In-Place-Pipe (CIPP) rehabilitation. Ultraviolet Curing is the preferred technique for its superior performance and minimized impacts to the public.

Project Schedule

  • The estimated schedule for the construction phase is August 2026 through September 2026.

Project Costs

  • The estimated construction cost for the CIPP Lining Project is $1,359,000.
Table 1: Affected Wastewater Collection System Data
Data PointValueUnits
Service Load
Equivalent dwelling units26EDUs
Structures
Manholes14Each
Cleanouts1Each
Pipe
Size
8” Diameter1,746LF
6” Diameter609LF
Pipe Material
Concrete Pipe (CP)2,355LF
Total Linear Feet2,355LF
LocationSegment ID: Unit CombinationPipe LengthPipe SizePipe Material
17th Avenue at McBrod AvenueSMH-1591 - SMH-1133 – SMH 1996357.8 ft6-inchConcrete
34th AvenueSCO -2344 - SMH-2018251.4 ft6-inchConcrete
37th Ave at Monroe StreetSMH-2075 - SMH-2070267.0 ft8-inchConcrete
35th Ave at Wister StSMH-2266 - SMH-2331455.0 ft8-inchConcrete
Rio Vista StreetSMH-3094 - SMH-3093297.2 ft8-inchConcrete
Roswell StreetSMH-1204 - SMH-1203363.2 ft8-inchConcrete
Stubb Street SewerSMH-1192 - SMH-1034360.9 ft8-inchConcrete

Exhibit A: Existing System

Map of Milwaukie city-wide CIIP improvements