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Rifle Gravel Pit#1 Project No.21-010R-C2 <br /> Garfield County,Colorado <br /> • ,aYetrtseenti 300 a <br /> - <br /> ;- <br /> •.Y . VD 0 b <br /> a <br /> IFad«of Safety=1.971 l"`A"`a'•" ....a ix r.. a am a <br /> $ t� Pg01000011111.‘ <br /> a <br /> <X`Y' -t}S Cy.# �4UzkMMAhi*MIWK <br /> d. 4. <br /> w b Figure 2— Slope stability for east section (Section B) <br /> Figure 3 depicts the slope stability model for the north section (Section C). The model suggests <br /> a FS of 2.1 which is well above the minimum typical standard of 1.5. In addition, the theoretical <br /> failure surface is at least 75 feet from the nearest existing permanent facility. <br /> 1- 1 <br /> .4.00rml 0awn•Ulm 0.100 3.000,0 <br /> $' ....a ® IC ...�... .00. a <br /> (F0n0.0twiry=2O9( <br /> cal <br /> Figure 3 —Slope stability for north section (Section C) <br /> 4 <br />