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from the northwest to southeast. Near the project site, Lick Creek turns to follow a north to south <br />orientation before it discharges into the North Fork Teanaway River, approximately 2,000 feet further <br />downstream (Figure 1-1). The existing crossing at the North Fork Teanaway Road consists of two <br />culverts, a 54 -inch diameter reinforced concrete pipe, and a corrugated metal pipe with a 36 -inch inlet <br />diameter and a 48 -inch outlet diameter. The project proposes to replace these existing culverts with a <br />minimum 40 -foot span bridge located approximately 175 feet north of the existing crossing, which will <br />meet Washington State Department of Fish and Wildlife (WDFW) criteria and will allow for natural <br />stream processes. The proposed structure will follow design guidelines for hydraulics based on criteria <br />from the United States Federal Highway Administration (FHWA), Washington State Department of <br />Transportation (WSDOT) and WDFW. In addition to the new structure, Lick Creek will be realigned to its <br />previous, more natural alignment, which removes the near 90 degree bends and locations where Lick <br />Creek flows along the roadway embankment (Figure 1-1). <br />North Fork Teanaway Road - Lick Creek Fish Passage Enhancement Project <br />Flood Rise Analysis — Maintaining Creek Flows Along Teanaway Road <br />