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RJH Consultants,Inc. <br /> 19109-Bk+e Gran Gavel Pk Eh, MSS Dote: 3/23/16 <br /> Mining h1gMrall110 a from propertybot dary Oka:ABP Da/e.3123/16 <br /> Steady stab seepage WM peak bedtotlt strength <br /> Approv.dl`r— �n.:3�i�fC <br /> Fsgun surfaces that- tend beyond em property <br /> boundary were evelvated.The ten most critical fsR%ne <br /> surfaces are shown.The critical fallure surtax eras <br /> optknhed and Is lsM" <br /> r'Operry <br /> Name•.Overburden Clay-^ij—1 Camd— <br /> Model:Mohr-CMomb <br /> 4.56 r 1.51 unit Weight 125 pe <br /> 417— Unit Wt.Above Water-31� ,.. . <br /> Cohesion:0 psi <br /> Phi:29• <br /> 4.55 Pi"Onnetric Una:1 <br /> Name:Overburden Clay-Drained <br /> Model:Mohr-Coulomb <br /> Unit Weight:ov 125 per <br /> 4.54 unit Wt Abe Water Tabu:120 pef <br /> / Cohesion.0 psf <br /> .�. 4.53 — — — — — — — — _ ahh 29 <br /> oie2ometric line:1 <br /> O :. <br /> O 4.52 <br /> r OeNamr.sand&Gravel <br /> X 4.51 Model:Mohr-Coulomb <br /> Unit Weight 132 pcf <br /> Unit WU Above Water Table:122 pd <br /> Cohesion:0 pef <br /> Phi:30 <br /> Piazometric Una.1 <br /> -50 -25 0 25 50 75 100 125 150 175 200 225 250 <br /> Distance <br />