Laserfiche WebLink
I11.1i'7 <br />SITE RECONNAISANCE <br />NHC visited the project site on March 29, 2016 with Jacobs and Kittitas County personnel to discuss <br />potential alternatives and gather pertinent information to .support the basis of design. An additional site <br />visit was conducted on April 12, 2019 with Otltas County personnel to assess additional survey needs <br />and meet with property owners to gain Insight to their experiences with flooding along Lick Creek. <br />The existing crossing consists of two culverts, a 54 -inch diameter reinforced concrete pipe culvert and a <br />corrugated metal pipe culvert with a 36 -inch diameter inlet and a 48 -inch diameter outlet. Some woody <br />material was observed racked near the inlets of the culverts (Figure 2-1). Streembed material in the <br />vicinity of the culverts, as well as in the adjacent upstream reach, was primarily sand. <br />Flgure Z-1 Inlets of Culverts at lick Creek Crossing (leM and View of UpWaam Ready from Readway (RISht) <br />Immediately downstream of the NF Teanaway Road crossing, the channel Is wider (Figure 2-2, left) than <br />the typical downstream channel section (Figure 2 2, right). This change in width Is likely due to the <br />velocities exiting the existing culverts. Downstream from this location, the creek has been channelized <br />and Is significantly less sinuous than the observed sinuosity upstream of the crossing. Through this <br />straightened portion of the downstream reach of Lick Creek there are several private properties with <br />driveway culverts and structures within the floodplain of Lldk Creek. <br />North Fork Teanaway Road - Lick Creek Fish Passage Enhancement Project <br />Flood Rise Analysis — Maintaining Creek Flows Along Teanaway Road <br />