Portland International Airport Storm Water Master Plan June 22, - - PowerPoint PPT Presentation

portland international airport storm water master plan
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Portland International Airport Storm Water Master Plan June 22, - - PowerPoint PPT Presentation

Portland International Airport Storm Water Master Plan June 22, 2016 Susan Aha Senior Manager, Water Resources Brian Freeman Manager, Civil Engineering 1 Presentation Overview Why is storm water important to manage? PDX


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Portland International Airport Storm Water Master Plan

June 22, 2016

Susan Aha – Senior Manager, Water Resources Brian Freeman – Manager, Civil Engineering

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Presentation Overview

  • Why is storm water important to manage?
  • PDX storm water drainage basins
  • Storm Water Master Plan consultant team and goals
  • Connection to PDX Master Plan (Airport Futures)
  • Storm Water Master Plan outcomes
  • Storm water treatment structures
  • Key drainage basins with issues (1, 2, 7, 8, and 9)
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  • Rainfall generates storm water runoff
  • At PDX storm water flows south to the Columbia Slough which is

managed for flood control by the Multnomah County Drainage District (MCDD)

  • Storm water quality and quantity at PDX is primarily regulated by

Oregon Department of Environmental Quality National Pollutant Discharge Elimination System (NPDES) permits (delegated by EPA):

– 1200-COLS – Municipal Separate Storm Sewer System (City & Port are co-permittees) – Deicing

GUIDING PRINCIPLES

Why is Storm Water Important to Manage?

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Flooded Building at PDX

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Flooded Roadway at PDX

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PDX Drainage Basins

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PDX Drainage Basins

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Storm Water Master Plan Consulting Team

  • Lead: Gresham, Smith and Partners (GSP)

– PDX Hydraulic analyses (PDX)

  • Sub-consultants:

– Geosyntec Consultants: Pollutant analyses – HDR Engineering: Marine hydraulic analyses – Good Company (ESB): Sustainability and best management practices – Zenn Associates (ESB): Outreach

  • Timeline:

– Contract awarded January 2013 – Work completed June 2015

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  • Comply with MS4 and 1200-COLS permit requirements for

water quality and quantity

  • Address surface flooding and wildlife attractants
  • Plan for future development and redevelopment
  • Identify aging infrastructure and develop database to support

development of an asset management program

  • Develop recommended list of projects for storm system

modifications

Storm Water Master Plan Goals

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Interrelationships

  • 1. Evaluate existing and future conditions based on:
  • PDX Master Plan
  • Port strategic goals and policies
  • Regulatory requirements
  • Safety
  • Sustainability
  • Natural resources
  • 2. Integrate solutions into short-term and long-term planning and

facility management:

  • Capital projects
  • Operations and Maintenance (O&M) projects and activities
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PDX Drainage Basins and Storm Water Master Plan Outcomes

  • Functioning Well: Basins 3, 4, 5, and 6
  • Undersized and aging infrastructure: Basin 1, 2 and 7
  • Wildlife attractant issues: Basins 1, 2, and 8
  • Complex ownership: Basins 1, 8, and 9
  • Relatively new undersized infrastructure: Basin 8
  • Storm water treatment needed: All basins
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Example of Failing Pipe

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  • Program Structure
  • Program Tools
  • Program Resources

Storm Water Program Management

  • Issues and Drivers
  • Operation and Safety Risks from Ponding
  • Compromised and Aging Storm Water Assets
  • Regulatory Requirements Triggered by Development & Redevelopment

Storm Water Planning Objectives

  • Existing Drainage System Overview
  • Existing Water Quality Controls
  • Drainage Basin Descriptions

Storm Water System Description

  • Location-Specific Needs
  • Location-Specific Solutions
  • Storm Water Management Fact Sheets

Implementing Storm Water Improvements

PDX Storm Water Master Plan Document

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Airport-Wide Recommended Regional Storm Water Treatment Structures

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15 PS#2 Broadmoor PS Outfall 1N Outfalls 1C and 1S

Basins 1&2: Wildlife Attractants, Complex Ownership, Undersized and Failing Infrastructure

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16 Outfall 8

Basin 8: Wildlife Attractants, Undersized Infrastructure, Complex Ownership

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17 Outfall 9 ODOT Outfall

Pipe Ownership Key City MCDD ODOT Unknown

I-205 Mays Lake MAX

Basin 9: Complex Ownership

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18 Outfall 7

Basin 7: Undersized and Ageing Infrastructure

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New Basin 7 Pipe

(“Colwood Pipe”)

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Basin 7 Straw Pipe

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Basin 7 Straw Pipe –

5 Year Storm Event and 100% Collapse

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Hand Excavation for Diversion Culvert

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60 Inch Corrugated Metal Pipe

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Pouring Concrete for the Headwalls

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Functioning Pipe – Work Completed July 1936

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Conclusion