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Vantage to Pomona Heights Chapter 3 <br />230 kV Transmission Line Project FEIS Affected Environment <br /> PAGE 3-300 <br />3.15.4.17 Route Segment NNR-8 <br />The short Route Segment NNR-8 crosses the Columbia River just north of the Saddle Mountains and <br />ends at the Vantage Substation. The six-mile study area contains several Class B structure faults <br />associated with the Saddle Mountains Fault System. The portion of the fault lying east of the Columbia <br />River is Class A—considered late Quaternary Period in age (<130,000 years) and ends just within the six- <br />mile study area. As Route Segment NNR-8 crosses the Columbia River, there are significant areas <br />mapped as exhibiting moderate to high liquefaction potential. There are no ephemeral/intermittent stream <br />crossings or landslide deposits near NNR-8. <br />Route Segment NNR-8 corresponds to 0.0 acres of soils with high water erosion potential, 113.0 acres of <br />soils with high wind erosion potential, and 135.1 acres of soils with low soil restoration potential. <br />3.15.4.18 Route Segment MR-1 <br />The Route Segment MR-1wraps around MR and crosses the ridge at I-82. The route segment crosses a <br />Class B structure fault associated with the Saddle Mountains Fault System. The six-mile study area <br />contains several historic/quaternary landslide deposits and the route segment passes through one large <br />deposit. Recent movement was not evident in aerial photography; however, to maintain the stability of <br />these features field review and determination of BMPs for this area would be prudent. The landslide <br />deposits are classified as low-to-moderate liquefaction susceptibility. The route segment crosses 22 <br />intermittent/ephemeral creek washes. <br />Route Segment MR-1 contains 23.4 acres of soils with high water erosion potential, 0.0 acres of soils <br />with high wind erosion potential, and 60.7 acres of soils with low soil restoration potential. <br />Table 3.15-1 Soil Units By Route Segment <br />MAP UNIT NAME/SLOPE WIND EROSION POTENTIAL <br />WATER EROSION POTENTIAL <br />SOIL RESTORATION POTENTIAL <br />ACRES WITHIN 500-FOOT CORRIDOR (WITHIN 250 OF CENTERLINE) <br />1a/NNR-1 <br />Esquatzel silt loam, 0 to 2 <br />percent slopes Moderate High Moderate potential 4.4 <br />Harwood-Burke-Wiehl silt <br />loams, 15 to 30 percent <br />slopes <br />Moderate High Low potential 6.8 <br />Harwood-Burke-Wiehl silt <br />loams, 2 to 5 percent slopes Moderate High Low potential 0.4 <br />Kiona stony silt loam, 15 to <br />45 percent slopes Low High Low potential 53.2 <br />Meloza-Roza complex, 15 to <br />30 percent slopes Low Low Moderate potential 0.6 <br />Ritzville silt loam, 8 to 15 <br />percent slopes Moderate High Moderate potential 71.7 <br />Roza clay loam, 15 to 30 <br />percent slopes Moderate Low Moderate potential 11.0 <br />Starbuck-Rock outcrop <br />complex, 45 to 60 percent <br />slopes <br />Moderate High Moderate potential 0.6 <br />1b <br />Argabak-Horseflat complex, <br />3 to 15 percent slopes Low Moderate Low potential 1.2 <br />Disage very cobbly loam, 3 to <br />15 percent slopes Low Moderate Not Rated 2.0