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Figure 2-2 Downstream View from the Existing Crossing of Lick Creek at North Fork Teanaway Road (Left) and <br />Typical View of the Downstream Reach of Lick Creels (Right) <br />During the April 12, 2019 site visit, culverts that influence the flow of Lick Creek were assessed and <br />flagged to be included in the topographic survey to be collected by the Kittitas County survey crew <br />(Figure 2-3). <br />Below is a list with a brief summary of each culvert that is shown in Figure 2-3. <br />Culvert 1— 6 -foot diameter, Corrugated Metal Pipe (CMP) located below a private property driveway. <br />Culvert 2 —11 -foot wide, 6 -foot tall CMP arch located below a private property driveway. <br />Culvert 3 — 8 -foot diameter, CMP located below a private property driveway. <br />Culvert 4 North —4.5 -foot Reinforced Concrete Pipe (RCP) located below NF Teanaway Road. <br />Culvert 4 South — 3 -foot CMP (actual culvert is a 3 -foot CMP inlet, 4 -foot CMP outlet) located below NF <br />Teanaway Road. <br />Culvert 5 —18 -inch diameter, CMP located below a private driveway. <br />Culvert 6 — 24 -inch diameter, CMP located below a private driveway. <br />Culvert 7 —15 -inch diameter, CMP located below a private driveway. <br />Culvert 8 —18 -inch diameter, CMP conveying NF Teanaway Road ditch flow to Lick Creek <br />Culvert 9 —15 -inch diameter, CMP located below a private driveway. This culvert was excluded from the <br />hydraulic model per discussions with Kittitas County. <br />Culvert 10 —15 -inch diameter, Corrugated Polyethylene (PE) Pipe located below a private driveway. <br />Culvert 11 -15 -inch diameter, Corrugated Polyethylene (PE) Pipe located below a private driveway. <br />Culvert 12 —12 -inch diameter, CMP located below a private driveway. <br />North Fork Teanaway Road - Lick Creek Fish Passage Enhancement Project <br />Flood Rise Analysis — Maintaining Creek Flows Along Teanaway Road <br />