Laserfiche WebLink
Rifle Gravel Pit#1 Project No.21-010R-C2 <br /> Garfield County,Colorado <br /> FM-I <br /> �m <br /> mrwsn . . <br /> 0 <br /> 7 rpw.x xuN � V <br /> N <br /> g <br /> 9 <br /> � vllYq w.n <br /> 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 /> I <br /> w w <br /> a \ <br /> WNW <br /> Fxw a srxy=z oe <br /> R <br /> r...r..ww.. <br /> p Figure 3w— Slope stability for north section (Section C) <br /> 4 <br />