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Rifle Gravel Pit#1 Project No.21-010R-C2 <br /> Garfield County,Colorado <br /> x <br /> Factor or Safety=2.02 <br /> ■ <br /> r a r <br /> ' Rft Grind P t$L <br /> fnpna,'hC - Wet Sefb <br /> Figure 1 —Slope stability for west section <br /> Figure 2 depicts the slope stability model for the east section. The model suggests a FS of 1.9 <br /> which is well above the minimum typical standard of 1.3. In addition, the theoretical failure <br /> surface is at least 40 feet from the nearest existing utility line. <br /> Factor of safety•1.97 ` <br /> i <br /> J <br /> 1 <br /> �3eam <br /> Figure 2 —Slope stability for east section <br /> 3 R✓ <br />