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RJN Consultants, Inc. 9Y JPK pate:.3116/2016 <br /> 16109-Blue Grass Gravel Pit <br /> A3P 3/16116 <br /> Axing higMrzh 175 IT from property boundary Cheekec: Date: <br /> iteady stale seepage with residual beoroek strength In top 5 R nn...... <br /> ADProvod:&Jry- Date:�Z3�1L <br /> 'aiium surfaces that extend beyond the property <br /> foundary were evaluated.The ten most Critical fai!ure <br /> ru rfaces are shown. The most Critical failure su'tace <br /> oeated outs de of the property boundary Is bolded. Property <br /> Name:Overburden Clay-Drained Boundary <br /> Model:Mohr-Coulomb <br /> 4.56 2.51 Unit Weight 125 pcf <br /> Unit Wt Above Water Table:120 Ref <br /> Cohesion:0 pst <br /> Phi:28' <br /> 4.55 Plezometric Lyre:1 <br /> Name:Overburden Clay-Droned <br /> Model:Mohr-Coulomb <br /> Una Weight 125 prf <br /> 4.54 Unit Wt Above Water Table:120 a <br /> ♦ Cohesion:0 psf <br /> .__. . .... .. Phi:Phi:28' <br /> 4.53 P!ezometrid Lire:1 <br /> j 4.52 <br /> Name:sand 3 Gravel <br /> Model:Mohr-Coulomb <br /> 4.51 i iUnit Unit Wt�Above Water Table '22 p <br /> Cohesl <br /> . . <br /> Phi:30T 0 par <br /> Phi:30 <br /> Piezorretrk Une:1 <br /> -50 -25 0 25 50 75 100 125 150 175 200 225 250 <br /> Distance <br />