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I <br />x <br />STABILITY ,DESIGN MATERIAL STRENGTH PARAMETERS <br />EFFECTIVE STRESS <br />STRENGTH PARAMETERS <br />_ SYMBOL <br />MATERIAL <br />BULK- _ <br />a <br />- <br />DENSITY <br />ANGLE <br />+ <br />i <br />(PCF) <br />(DEGREES) <br />(PSF) <br />O <br />FOUNDATION <br />1 30 <br />40 <br />0 <br />MATERIAL <br />9550 <br />O <br />FOUNDATION <br />130 <br />26 <br />0 <br />MATERIAL <br />A <br />(o <br />�a <br />:1 <br />900 <br />00 <br />I <br />x <br />STABILITY ,DESIGN MATERIAL STRENGTH PARAMETERS <br />EFFECTIVE STRESS <br />STRENGTH PARAMETERS <br />_ SYMBOL <br />MATERIAL <br />BULK- _ <br />FFFIC'TTO <br />- <br />DENSITY <br />ANGLE <br />+ <br />i <br />(PCF) <br />(DEGREES) <br />(PSF) <br />O <br />FOUNDATION <br />1 30 <br />40 <br />0 <br />MATERIAL <br />9550 <br />O <br />FOUNDATION <br />130 <br />26 <br />0 <br />MATERIAL <br />(o <br />�a <br />SOIL LINER PILL/ <br />900 <br />00 <br />Q <br />GEOMEMBRANE <br />120 <br />15 <br />1600 <br />INTERFACE <br />i <br />4Q <br />CRE SON <br />110 <br />40 <br />0 <br />a' <br />OD <br />Z w <br />97 <br />9750 <br />970 CREST ELEVATION 9700 FT. 9700 <br />1 <br />9650— <br />9650 <br />WEDGE FAILURE <br />• STATIC FACTOR OF SAFETY 2.1 <br />FA TOR OF SAFETY 1.2 -. � g':; <br />600 <br />ALI <br />0 955 / <br />/ 9550 Q <br />W O / <br />950 W <br />9500 <br />945 <br />- 9450 <br />9400— 9400 <br />935 <br />. 9350 <br />0 100 200 300 400 500 600 700 600 900 1000 1100 1200 1300 <br />– <br />�� C C�► SZ'�+BILITi l� S�C1r'[OG�I b -� <br />1� <br />9750 <br />9700 <br />- <br />8 <br />+ <br />i <br />N -51500 <br />WR <br />r <br />\01 <br />0n <br />S <br />dt UY <br />SCALE IN F <br />9550 <br />0 100 200 <br />v. <br />Iy <br />io <br />9450 <br />(o <br />�a <br />900 <br />00 <br />z <br />i <br />9 <br />�a <br />a' <br />OD <br />Z w <br />.G N <br />03 <br />.G <br />z <br />0 <br />a <br />0 <br />200 <br />0 <br />300 <br />400 500 600 <br />CRITICAL STABILITY SECTION B -B' <br />1" = 60, . , IIx111Nry� <br />CPi 'ALE MEEK & VICTOR GOLD PAIL-rNGti 06 <br />CRESSON PROJECT PHASE 0 EXPANSION <br />>1,u <br />MnCAL STABLITY <br />FNS[ AND CROSS- SECTIaNS <br />Dsnver, Cob redo 'IRA" DB JAN. 1997 <br />^� cEEcm <br />TAM sc� AS SHOWN <br />—� � S esvasao TAM roe NO. 963 -2027 <br />` }/, /���Q•A� APPMVE° Jw cep. No. D044 <br />No. DA6. N5. <br />2027 044 f� <br />700 800 <br />Permit Number #: M- 1980 -244 <br />Class: Revision <br />Type & Sequence:TR -025 <br />8 1/21/97 ISSUED FOR FINAL DESIGN <br />A 2/16/96 ISSUED FOR CLIENT REVIEW J►IJ <br />REV. DATE DESCGIPTION DR. 'I <br />9750 <br />9700 <br />9650 <br />WR <br />%6(Z <br />0n <br />UI wllNerais <br />dt UY <br />9550 <br />9500 <br />9450 <br />9400 <br />900 <br />Permit Number #: M- 1980 -244 <br />Class: Revision <br />Type & Sequence:TR -025 <br />8 1/21/97 ISSUED FOR FINAL DESIGN <br />A 2/16/96 ISSUED FOR CLIENT REVIEW J►IJ <br />REV. DATE DESCGIPTION DR. 'I <br />