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r <br />w <br />w <br />W <br />w <br />J <br />W <br />648C <br />RESULTS OF STABILITY ANALYSES <br />CASE <br />NO. <br />INPUT DATA <br />GROUND WATER <br />CONDITIONS <br />CIRCLE <br />NO. <br />MINIMUM <br />SAFETY <br />FACTOR <br />DENSITY <br />pcf <br />FRICTION <br />degrees <br />COHESION <br />psf <br />1 -3 <br />120 <br />30.5 <br />300 <br />SATURATED <br />1 -3 <br />1.284 <br />1d,1n.un..n.,1n, — ---- <br />STABILITY ANALYSES —ENTRY No. I <br />ANALYSES AFTER EXCAVATION <br />HORIZ. 9 VERT. SCALE: 1 ° =20n <br />T/ r -r <br />Permit Number (I - "� - c-C <br />Class'. OPermit <br />Section/Exhibit -._._._._- _._._._._- _._._._- _._._- _._ -_ -- <br />Class: O Revision <br />Type /SeQ <br />Class: LB'Report O Hydro OGeneral <br />ffApplioaton (Coal only) O Bond O Enforcement O Inspection <br />GEO -HYDRO CONSULTIN <br />PLATE 10 <br />