Portland Harbor Superfund Update on EPA's Process
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Sellwood Bridge May 8, 2018 Project Overview Project Overview
SELLWOOD BRIDGE MAY 8, 2018 PROJECT OVERVIEW PROJECT OVERVIEW • Procurement: CMGC • Owner: Multnomah County • Location: Portland, Oregon • Contract Value: $227,000,000 • Construction Timeline: • Started: December 2011 • Completed: January 2017 PROJECT TEAM • Agencies • Multnomah County • City of Portland • Oregon Department of Transportation • Federal Highway Administration • Designers/Consultants • T. Y. Lin International • CH2M Hill • David Evans and Associates • General Contractor • Slayden/Sundt Joint Venture HISTORY • Originally a Ferry Crossing • Original Sellwood Bridge - Opened 1925 • In depth inspections - mid 1980’s & 2003 • Further “Band aids” were installed • Loads Restrictions enforced in 2004 • In-depth inspection/evaluation 2005 • Structural rating - 2 out of 100 Local RR OR 43 to Tracks Portland Cemetery Willamette River Sellwood Landslide Riverpark and Sellwood Harbor OR 43 to Condos Lake Oswego CMGC PROCUREMENT CMGC CONSTRUCTION MANAGER/GENERAL CONTRACTOR • Collaboration between Owner, Designer, and Contractor • Up to Date Market Pricing • Design development Owner • Constructability Reviews • Value Engineering • ROW/TCE acquisition & Phasing • Schedule Development • Risk Management A/E Collaboration GC • Other Owner Drivers: • Sustainability • Public involvement • Minority Goals PRECONSTRUCTION • 7 Amendments (Design Packages) • Able to release packages early to start work • Shoofly • Landslide • Condo Demo/Reconstruct • Main Bridge - GMP • 60%, 90%, and 100% cost estimates • After each pricing exercise adjustments are made to validate the design aligns with the owners budget • Design Modifications • Value Engineering • Material Selections • Means and Methods Evaluated CONTRACTING PLAN • DMWESB Goal - 20% • Created a Contracting Plan with the Owner: • 4 Categories • Project Final DMWESB: • 20.41% • $45,491,206 SMALL GC PACKAGES • 4 scopes of work separated into GC-type packages • Subcontractor solicitation, best value scoring, and scope management for the entire scope. -
Geologic Map of the Sauvie Island Quadrangle, Multnomah and Columbia Counties, Oregon, and Clark County, Washington
Geologic Map of the Sauvie Island Quadrangle, Multnomah and Columbia Counties, Oregon, and Clark County, Washington By Russell C. Evarts, Jim E. O'Connor, and Charles M. Cannon Pamphlet to accompany Scientific Investigations Map 3349 2016 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior SALLY JEWELL, Secretary U.S. Geological Survey Suzette M. Kimball, Director U.S. Geological Survey, Reston, Virginia: 2016 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment—visit http://www.usgs.gov or call 1–888–ASK–USGS For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod To order this and other USGS information products, visit http://store.usgs.gov Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted material contained within this report. Suggested citation: Evarts, R.C., O'Connor, J.E., and Cannon, C.M., 2016, Geologic map of the Sauvie Island quadrangle, Multnomah and Columbia Counties, Oregon, and Clark County, Washington: U.S. Geological Survey Scientific Investigations Map 3349, scale 1:24,000, pamphlet 34 p., http://dx.doi.org/10.3133/sim3349. ISSN 2329-132X (online) Contents Introduction ................................................................................................................................................................... -
Timing of In-Water Work to Protect Fish and Wildlife Resources
OREGON GUIDELINES FOR TIMING OF IN-WATER WORK TO PROTECT FISH AND WILDLIFE RESOURCES June, 2008 Purpose of Guidelines - The Oregon Department of Fish and Wildlife, (ODFW), “The guidelines are to assist under its authority to manage Oregon’s fish and wildlife resources has updated the following guidelines for timing of in-water work. The guidelines are to assist the the public in minimizing public in minimizing potential impacts to important fish, wildlife and habitat potential impacts...”. resources. Developing the Guidelines - The guidelines are based on ODFW district fish “The guidelines are based biologists’ recommendations. Primary considerations were given to important fish species including anadromous and other game fish and threatened, endangered, or on ODFW district fish sensitive species (coded list of species included in the guidelines). Time periods were biologists’ established to avoid the vulnerable life stages of these fish including migration, recommendations”. spawning and rearing. The preferred work period applies to the listed streams, unlisted upstream tributaries, and associated reservoirs and lakes. Using the Guidelines - These guidelines provide the public a way of planning in-water “These guidelines provide work during periods of time that would have the least impact on important fish, wildlife, and habitat resources. ODFW will use the guidelines as a basis for the public a way of planning commenting on planning and regulatory processes. There are some circumstances where in-water work during it may be appropriate to perform in-water work outside of the preferred work period periods of time that would indicated in the guidelines. ODFW, on a project by project basis, may consider variations in climate, location, and category of work that would allow more specific have the least impact on in-water work timing recommendations. -
Portland Harbor RI/FS Draft Final Remedial Investigation Report April 27, 2015
Portland Harbor RI/FS Draft Final Remedial Investigation Report April 27, 2015 3.0 ENVIRONMENTAL SETTING This section describes the current and historical physical characteristics and human uses of the Portland Harbor Superfund Site. Physical characteristics of the site include meteorology, regional geology and hydrogeology, surface water hydrology, the physical system (which includes bathymetry, sediment characteristics, and hydrodynamics and sediment transport), habitat, and surface features. Human characteristics of the site that are discussed here include historical and current land and river use, the municipal sewer system, and human access and use. In addition to providing context to the RI sampling and analysis, the factors presented in this section are considered in the refinement of the Study Area-wide CSM, which is presented in Section 10. Sections 3.1 through 3.7 focuses primarily on the physical setting within the Study Area (RM 1.9 to 11.8). However, the physical features of the Willamette River from Willamette Falls (RM 26) to the Columbia River (RM 0), as well as the upstream portion of Multnomah Channel, are discussed as needed to place the Study Area’s physical characteristics into a regional context. The Willamette River basin has a drainage area of 11,500 square miles and is bordered by foothills and mountains of the Cascade and Coast ranges up to 10,000 feet high to the south, east, and west (Trimble 1963). The main channel of the Willamette forms in the southern portion of the valley near Eugene, at the convergence of the Middle and Coast forks. It flows through the broad and fertile Willamette Valley region and at Oregon City flows over the Willamette Falls and passes through Portland before joining the Columbia River (Map 3.1-1). -
TMDL Implementation Plan Annual Report
City of Portland, Oregon Total Maximum Daily Load (TMDL) Implementation Plan Fourth Annual Status Report Fiscal Year 2011-2012 (July 1, 2011 – June 30, 2012) Submitted to: Oregon Department of Environmental Quality November 1, 2012 TMDL Implementation Plan Fourth Annual Status Report November 1, 2012 Introduction This Total Maximum Daily Load (TMDL) Implementation Plan Fourth Annual Status Report summarizes key activities and accomplishments for the City of Portland (City) during fiscal year (FY) 2011-2012 (July 1, 2011 to June 30, 2012). This is the fourth annual status report submitted by the City following the approval of the Total Maximum Daily Load (TMDL) Implementation Plan (IP) on March 6, 2009, in accordance with the Willamette Basin TMDL Water Quality Management Plan (WQMP). The IP was updated in FY11-12 to reflect the revised National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MS4) Stormwater Management Plan (SWMP), and the updated portion was included in the third annual status report. This report does not encompass all elements of the TMDL Implementation Plan, but rather focuses on the most important implementation actions. It also does not quantify the pollutant load reduction of every activity because reliable, consistent, and universally accepted tools are currently not available to assess pollutant load reduction effectiveness of many of the actions (e.g., pollution prevention, education, stream restoration). For parameters with EPA-approved stormwater-related TMDL Waste Load Allocations (WLAs), pollutant load reductions from structural facilities within the City’s MS4 area are estimated as part of NPDES MS4 permit compliance. That evaluation was most recently conducted as part of the 2008 NPDES MS4 Permit Renewal Submittal (http://www.portlandonline.com/bes/index.cfm?c=50333&a=246071). -
Open Gardens2016
THE HARDY PLANT SOCIETY OF OREGON OPEN GARDENS2016 gardeners growing together Garden Thyme Nursery Harvest Nursery Hydrangeas Plus Nowlens Bridge Perennials Out in the Garden Nursery Sebright Gardens Secret Garden Growers Bailey garden 2016 Open Garden season is about to begin! Welcome to this year’s directory of approximately 100 listings covering a wide variety of wonderful gardens and nurseries to visit all season. Many gardens will be open on the weekends, and evening openings are on the second and fourth Mondays of June, July, August and September. The Directory has been prepared by a dedicated committee led by Chair Tom Barreto, assisted by Ruth Clark, Merle Dole-Reid, Jenn Ferrante, Barry Gates, Jim Rondone, Pam Skalicky, Lise Storc and Bruce Wakefield. Tom is also much appreciated for his beautiful photography which graces the cover this year. Special thanks to Linda Wisner for cover design, advice and production direction and a very big thank you to Bruce Wakefield for his help with a process that is always time consuming; we are very grateful. We have worked hard to assure the accuracy of the listings in the 2016 Open Gardens Directory, but if you find an error or omission, please contact the HPSO office at 503-224-5718. Corrections will be announced in the HPSO weekly email blasts. And most importantly, our deepest thanks to the generous and welcoming HPSO members who are sharing their gardens this year. We appreciate the opportunity to learn from, and enjoy, your remarkable gardens. 1 VISITOR GUIDELINES TO GOOD GARDEN ETIQUETTE We are fortunate to be able to visit so many glorious gardens through our HPSO membership. -
3.2 Flood Level of Risk* to Flooding Is a Common Occurrence in Northwest Oregon
PUBLIC COMMENT DRAFT 11/07/2016 3.2 Flood Level of Risk* to Flooding is a common occurrence in Northwest Oregon. All Flood Hazards jurisdictions in the Planning Area have rivers with high flood risk called Special Flood Hazard Areas (SFHA), except Wood High Village. Portions of the unincorporated area are particularly exposed to high flood risk from riverine flooding. •Unicorporated Multnomah County Developed areas in Gresham and Troutdale have moderate levels of risk to riverine flooding. Preliminary Flood Insurance Moderate Rate Maps (FIRMs) for the Sandy River developed by the Federal Emergency Management Agency (FEMA) in 2016 •Gresham •Troutdale show significant additional risk to residents in Troutdale. Channel migration along the Sandy River poses risk to Low-Moderate hundreds of homes in Troutdale and unincorporated areas. •Fairview Some undeveloped areas of unincorporated Multnomah •Wood Village County are subject to urban flooding, but the impacts are low. Developed areas in the cities have a more moderate risk to Low urban flooding. •None Levee systems protect low-lying areas along the Columbia River, including thousands of residents and billions of dollars *Level of risk is based on the local OEM in assessed property. Though the probability of levee failure is Hazard Analysis scores determined by low, the impacts would be high for the Planning Area. each jurisdiction in the Planning Area. See Appendix C for more information Dam failure, though rare, can causing flooding in downstream on the methodology and scoring. communities in the Planning Area. Depending on the size of the dam, flooding can be localized or extreme and far-reaching. -
Granite's Construction Experience
PUGET SOUND REGION June 8, 2010 Jim Wilkerson Purchasing Division Tacoma Public Utilities 3628 S. 35th Street Tacoma, WA 98409 RE: Statement for Qualifications for Murray Morgan Bridge Rehabilitation Design-Build Project (Specification No: PW10-0128F) Dear Jim: The rehabilitation of the Murray Morgan Bridge offers the City of Tacoma yet another creative element to the City’s infrastructure that provides beneficial use to its citizens while honoring its past. Granite Construction Company (Granite), one of the largest and most established regional and national design-build construction contractors, offers the City of Tacoma a focused team of engineers and subconsultants that has the skills, experience, and local resources to partner with the City on the delivery of this truly unique project. The Granite Team was specifically structured to deliver the most cost-effective approach to reopening the Murray Morgan Bridge by November 2012. In doing so, we are confident that we are the team best suited to: Deliver on your schedule commitments Incorporate quality systems and materials Provide the highest value for the budget Reduce operating and maintenance costs Allow for maximum supplemental work Honor stakeholder commitments To achieve these objectives, Granite has carefully selected the following key team members: FIRM ROLE Granite Construction Company Submitter, Design-Build Contractor HDR Engineering, Inc. Lead Designer (Major Participant) Kleinfelder Quality Management, Materials Testing PRR Public Involvement CivilTech Engineering Retaining Walls & Lifesafety Structures Hough Beck & Baird Urban Streetscape Design & Sustainability Link Controls Electrical Controls Design-Builder Northwest Archaeological Associates Historic/Cultural Specialist Granite / Everett Area Office | 1525 E. Marine View Dr., Everett, WA 98201-1927 | Ph: (425) 551-3100 | Fax: (425) 551-3116 Granite / Whatcom Area Office | 3876 Hannegan Rd., Bellingham, WA 98226-9103 | Ph: (360) 676-2450 | Fax: (360) 733-6735 Granite / Thurston Area Office | 7717 New Market St. -
Sellwood Bridge Health Impact Assessment
The Sellwood Bridge Project: A Health Impact Assessment Prepared by: Maya Bhat, Research Analyst Elizabeth Clapp , Research Analyst Health Assessment & Evaluation Office of Health & Social Justice January 21, 2011 Lillian Shirley, Director, Multnomah County Health Department Sandy Johnson, Director, Health & Social Justice For information please contact: Maya Bhat (503) 988-3663 ext. 29055 [email protected] Contents List of figures and table......................................................................................................... ii EXECUTIVE SUMMARY .......................................................................................................... 1 1 INTRODUCTION ................................................................................................................ 3 2 PURPOSE ........................................................................................................................... 3 3 SCOPE OF THIS HEALTH IMPACT ASSESSMENT ................................................................ 3 4 PROJECT BACKGROUND 4.1 Existing conditions on the bridge ......................................................................................... 3 4.2 Locally preferred bridge design .................................................................................................... 4 5 ANALYSIS OF HEALTH IMPACTS OF THE REPLACEMENT BRIDGE 5.1 Improve bicyclist and pedestrian safety .............................................................................. 7 5.1.a Concerns about bike and pedestrian -
Multnomah County Willamette River Bridges Capital Improvement Plan (2015-2034) FINAL
Multnomah County Willamette River Bridges Capital Improvement Plan (2015-2034) FINAL Prepared for: Multnomah County Department of Community Services Bridge Division 1403 SE Water Ave. Portland, OR 97214 503 988-3757 www.multco.us/bridges Table of Contents 1 Executive Summary .......................................................................................................................................................................................................................... 1 2 Results .............................................................................................................................................................................................................................................. 4 2.1 Prioritization Process for Bridge CIP Projects .......................................................................................................................................................................... 4 2.2 Bridge CIP Project Costs ........................................................................................................................................................................................................... 5 3 Bridge CIP Development Process Summary ..................................................................................................................................................................................... 8 3.1 Existing Information Review ................................................................................................................................................................................................... -
Steel Bridge News National Steel Bridge Alliance Significantly Reduced the Amount of Shoring Estero Project
Steel Bridge NATIONAL STEEL BRIDGE ALLIANCE NEWS JUNE 2008 On Opposite Coasts BY CRAIG FINLEY, P.E., JERRY PFUNTNER, P.E., AND MATTHEW ADAMS, P.E. This rendering shows the MIC-MIA bridge, which will provide access to Miami International Airport’s rental car facility. Two Florida bridges—on either side of the state—will deliver multiple benefits to their owners and users, thanks to value The redesign of the Estero Parkway Flyover project replaces twin, cast-in- place concrete box girders with with a design using four steel box girders. engineering redesign. LOCATED ON OPPOSITE COASTS OF FLORIDA, TWO CUR- crete, of course. And despite what some may think, the savings aren’t RENT BRIDGE PROJECTS WILL SERVE VASTLY DIFFERENT strictly linked to the material costs of the former versus the latter. PURPOSES. Donald Deberry, P.E., public works operations manager for Lee The Estero Parkway Flyover, near Fort Myers on Florida’s west County, notes that the recent cost fluctuation for all kinds of con- coast, will ease traffic congestion on the parkway and offer travel- struction materials underscores the need for good, solid engineering ers an alternate east-west route on the Tamiami Trail and I-75. The design, because chasing material prices is a losing game. Miami Intermodal Center Terminal Access Roadway Project—nick- “It might look like you’re saving money when you evaluate price Lnamed MIC-MIA—will provide access to a rental car facility as part during development of the project or the bridge development re- of a major upgrade of Miami International Airport. -
Ross Island Bridge Rehabilitation Project Frequently Asked Questions
Ross Island Bridge Rehabilitation Project Frequently Asked Questions What does the project involve? Starting in October 2014, contractors will remove about 250 deteriorating rivets and upgrade the steels members. This first phase will take six to eight weeks to complete. In the spring of 2015, crews will begin preparations to paint the bridge. This involves stripping old paint down to the bare steel, treating the bare steel for rust and then applying the new paint. Why paint the Ross Island Bridge? The paint on the U.S. 26 Willamette River Bridge (Ross Island Bridge) has deteriorated and no longer provides the necessary corrosion protection and aesthetic appearance. The bridge was last painted in 1967. This work will preserve its structural integrity and help extend its useful life. Why do the rivets need to be removed? Many of the rivets haven’t been replaced since the bridge opened in 1926 and are being removed because of rust and corrosion. Removing and replacing the rivets will help strengthen the bridge, preserve its structural stability and extend its service life. What’s the schedule? Rivet removal will take place in the fall of 2014 and will require six to eight weeks to complete. The painting will take place in the dry season, spring to fall, in 2015, 2016 and 2017. The project is scheduled for completion in late 2017, although the schedule is subject to change due to weather and site conditions. What are the work hours? The rivet work will occur during the day between 7 a.m. and 6 p.m.