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Vantage to Pomona Heights Chapter 3 <br />230 kV Transmission Line Project FEIS Affected Environment <br /> PAGE 3-298 <br />Route Segment 3a corresponds to 0.0 acres of soils with high water erosion potential, 13.2 acres of soils <br />with high wind erosion potential, and 13.2 acres of soils with low soil restoration potential. <br />3.15.4.9 Route Segment 3b <br />Route Segment 3b proceeds west along the edge of the Columbia River and crosses the river below <br />Wanapum Dam. While there are no landslide features along the route segment, rockfall and ephemeral <br />washes do pose a hazard. In addition, there are some localized zones of moderate to high liquefaction <br />susceptibility along the southern portion. The northern portion of the route segment crosses larger <br />moderate to high areas of liquefaction susceptibility, including the crossing location. There are some <br />active (Class B) faults in the southern portion and the northern portion of the route segment crosses the <br />Late Quaternary Period (<130,000 years) Saddle Mountain thrust fault. <br />Route Segment 3b corresponds to 364.2 acres of soils with high water erosion potential, 111.6 acres of <br />soils with high wind erosion potential, and 779.4 acres of soils with low soil restoration potential. <br />3.15.4.10 Route Segment 3c <br />Route Segment 3c proceeds east along the Columbia River, then crosses the river and continues north <br />across a bench to the Saddle Mountains as shown on the Geohazards Map in Appendix A. The Columbia <br />River crossing location is in an area of low liquefaction susceptibility. At the southern foot of the Saddle <br />Mountains, the liquefaction susceptibility increases to moderate. During the traverse of the Saddle <br />Mountains, ephemeral creek washes become more numerous. Some active (Class B) faults are located <br />near Route Segment 3c at the top of the Saddle Mountains and the Late Quaternary Period (<130,000 <br />years) Saddle Mountain thrust fault is located at the northern foot of the mountains. This inferred fault <br />trace parallels the mountains and Lower Crab Creek. The northern slopes of the Saddle Mountains along <br />Route Segment 3c is subject to rockfall and sluffing due to the steep slopes. While large mass-wasting <br />events are improbable in their current undisturbed condition, large-scale modification of the existing slope <br />conditions (e.g., access roads) should be avoided. As Route Segment 3c crosses the confluence of the <br />Columbia and Lower Crab Creek, there are significant areas mapped as exhibiting moderate to high <br />liquefaction potential. <br />Route Segment 3c corresponds to 106.7 acres of soils with high water erosion potential, 1,149.5 acres of <br />soils with high wind erosion potential, and 942.3 acres of soils with low soil restoration potential. <br />3.15.4.11 Route Segment NNR-2 <br />Route Segment NNR-2 runs through developed areas, approximately 0.5 mile east of the Yakima River. <br />One thin strip of moderate to high liquefaction susceptibility lies along a creek that passes through the <br />route segment. Class B Structure Faults associated with the Umtanum Ridge-Gable Mountain Fault pass <br />through the six-mile wide study area—the nearest is approximately 1.5 miles from the route segment. A <br />few historic and/or quaternary landslide deposits lie within the six-mile wide study area, but not within <br />the route segment. The route segment crosses two intermittent/ephemeral creek washes. <br />Route Segment NNR-2 corresponds to 184.3 acres of soils with high water erosion potential, 0.0 acres of <br />soils with high wind erosion potential, and 34.7 acres of soils with low soil restoration potential. <br />3.15.4.12 Route Segment NNR-3 <br />Route Segment NNR-3 crosses Umtanum Ridge, an east-west trending anticline, west of Interstate (I) 82. <br />The route segment crosses several Class B structure faults associated with the Umtanum Ridge-Gable <br />Mountain Fault System. The six-mile study area contains a few strips of moderate to high liquefaction <br />susceptibility along rivers and creeks, but none pass through the route segment. Several historic and/or <br />quaternary landslide deposits lie within the six-mile study area, but not within the route segment. The <br />route segment crosses three intermittent/ephemeral creek washes.