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Cowen Park Bridge Project SEPA Checklist.Pdf Cowen Park Bridge Retrofit Project Seattle, Washington SEPA Checklist December 6, 2018 Cowen Park Bridge Retrofit Project SEPA Checklist Page 2 of 22 STATE ENVIRONMENTAL POLICY ACT (SEPA) ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: Cowen Park Bridge Retrofit Project 2. Name of applicant: Seattle Department of Transportation (SDOT) 3. Address and phone number of applicant and contact person: Vanessa Bacurin, Project Manager Seattle Department of Transportation Capital Projects and Roadway Structures Division 700 Fifth Avenue, Suite 3900 P.O. Box 34996 Seattle, WA 98124 206-684-5167 4. Date checklist prepared: December 6, 2018 5. Agency requesting checklist: City of Seattle Department of Transportation (SDOT) 6. Proposed timing or schedule (including phasing, if applicable): Construction is anticipated to begin in spring 2019 with a construction duration of approximately six months pending approvals and permits. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. There are no future additions, expansions or further activity related to the project. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. The following environmental information has been prepared for this project: • HWA Geosciences Inc. 2018. Final Geotechnical Report - Cowen Park Bridge Retrofit Project. September. • WSP. 2018a. Wetland, Stream and Wildlife Habitat Impact Assessment for the Proposed Cowen Park Bridge Retrofit Project. December. Cowen Park Bridge Retrofit Project SEPA Checklist Page 3 of 22 • WSP. 2018b. Confidential Cultural Resources Report for the Proposed Cowen Park Bridge Retrofit Project. December. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No other applications are known to be pending for government approvals that will directly affect the property covered by this proposal. 10. List any government approvals or permits that will be needed for your proposal, if known. The following governmental approvals or permits are anticipated: • National Environmental Policy Act Documented Categorical Exclusion • Section 4(f) and 6(f) Temporary Occupancy Approval of Public Park • Section 106 Cultural Resources • Washington Department of Fish and Wildlife Hydraulic Project Approval • Seattle Department of Neighborhoods Historic Preservation Certificate of Approval • Seattle Department of Parks and Recreation (Parks) Revocable Use Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. SDOT proposes to retrofit the historic Cowen Park Bridge to meet current seismic standards. The bridge is located over Ravenna Creek and Cowen/Ravenna Parks between NE Ravenna Blvd and NE 62nd St (Figure 1). The proposed retrofitting of the Cowen Park Bridge would involve reinforcing the bridge columns that support the bridge deck, as well as reinforcements of the structural elements where they attach to the bridge deck (Figure 2). Planned retrofitting activities include the following: • Apply carbon fiber reinforced polymer (CFRP) jackets to each of the two columns adjacent to the south bridge abutment. • Partially remove the enclosure walls of the two expansion columns at the end of the arches to install CFRP jackets to the interior columns comprising each of these expansion columns. • Apply CFRP jackets to several of the spandrel columns (columns between the arch and bridge deck). • Enlarge the concrete cross beams that run beneath the bridge deck at the points where the columns attach to the bridge deck. • Construct a concrete infill wall between the two top-most spandrel columns above each of the bridge arch ribs. Cowen Park Bridge Retrofit Project SEPA Checklist Page 4 of 22 • Remove a portion of the bridge deck (9 feet by 14 feet) over each of the columns adjacent to the concrete barriers between the roadway and sidewalks. • Build transverse restrainers near the expansive columns. • Strengthen the tops of the spandrel columns by installing dowels from the bridge deck. • Apply CFRP jackets to the interior cross-beam and concrete bolster to the end cross- beam. • Repave the bridge deck where construction has occurred and restripe the pavement as needed. Planned construction activities include the following: • Partial demolition of column enclosures and bridge deck removal. • Accessing work areas beneath bridge with the construction zone extending up to 30 feet beyond the bridge footprint. • Erection of temporary scaffolding. • Application of CFRP jackets (approximately 1/16-inch thick). • Construction of concrete forms. • Pouring concrete. Construction vehicles would access the area under the bridge using an existing park trail used by Parks maintenance vehicles from Brooklyn Avenue NE. Work beneath the central portion of the bridge would be done from a manlift below the bridge. A temporary bridge across Ravenna Creek could be used to access the northern part of the bridge. Other equipment and supplies will be hand-carried from the existing park trail below the central portion of the bridge up the ravine slope to the two piers adjacent to the south abutment. Additional equipment likely to be required for construction include saw cutting machinery, backhoe with demolition attachment for removal of bridge deck, hydraulic 60-ton crane with rubber tires, forklift, and pickup and concrete truck. The area for construction staging would be primarily below the bridge, approximately 30 feet around the bridge (i.e., 30 feet east and west of the existing edges of the bridge structure and north and south to the existing bridge abutments). Construction activities on the top of the bridge deck would use about half of the roadway at a time, with the other half open to two-way traffic, buses, bicyclists, and pedestrians. Only the western half of the existing bridge is within the existing roadway right-of-way, so the eastern half of the bridge and the at-grade construction zone would extend into Ravenna Park. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Cowen Park Bridge Retrofit Project SEPA Checklist Page 5 of 22 The bridge is located over Ravenna Creek between NE Ravenna Blvd and NE 62nd St in the Roosevelt and Ravenna neighborhoods. Cowen Park is located to west of bridge and Ravenna Park to the east. Township 25N Range 4E, Sections 8 and 9. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site: [Check the applicable boxes] Flat Rolling Hilly Steep Slopes Mountainous Other: (identify) b. What is the steepest slope on the site (approximate percent slope)? Steep slopes greater than 40% are located adjacent on both sides of the bridge. However, there would be no impacts to steep slopes during construction. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. Soils in this project area are not identified in the Natural Resources Conservation Service soil survey for King County. The surface geology in the vicinity indicate that soils are generally comprised of silt and sand along Ravenna Creek and till outside of the riparian zone. The sediments at the surface of the project area with the park is artificial fill except the streambed of Ravenna Creek. The Geotechnical Report indicates that the soils underlying the bridge consist of loose colluvial sand over medium dense recessional outwash sands with dense to very dense advance outwash sands to depth (HWA Geosciences Inc. 2018). Agricultural lands are not located near the project. There would be minimal ground disturbance from vehicles but no excavation is planned. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. The alluvium soils underlying and surrounding the creek are considered to be liquefiable soils. Liquefaction-induced settlement is limited to the base of the ravine and would not affect the seismic response of bridge foundations (HWA Geosciences Inc. 2018). While construction may impact this area from the surface down to 6 inches it is outside the footprint of the bridge foundation and no permanent changes are proposed. e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate the source of fill. The total disturbance area is approximately 13,000 square feet. Soil disturbance is not expected to exceed approximately 6 inches. No
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