HYDRO22303

• Permit No: C1980005
• IBM Index Class Name: Hydrology
• Doc Date: 7/14/1981
• Doc Name: GEOTECHNICAL SLOPE STABILITY INVESTIGATION CODUCTED ON HAUL ROAD 1 EMBANKMENT SENECA II MINE
• Permit Index Doc Type: PROF POND CERTIFICATIONS
• Media Type: D
• Archive: No

SLOPE STABILITY ANALYSIS
USING
SIMPLIFlEO BISHOP METHOD
THIS ANALYSIS WAS MADE U51 NO
STATIC WATER TABLE CONDITIONS
COORDINATES OF THE RAO(US OF FACTOR OF AREA OF COORDINATES OF INTERSECTION OF
CENTER OF TH E CIRCLE 7HE CI RCLE SAFETY FAILURE FAILURE CIRCLE WITH GROUND LINE
X(FEET) Y(FEET) (FEET) (SO.FEET) X-INITIAL Y-INIT IAL X^FINAL Y-FI NAL
480. 000 430.000 300. 000 2.238 7097. 91 305. 461 186. 000 528.052 133.402
490. 000 430.000 300, 000 2.123 6565. 36 315. 461 166. 000 526,719 132.256
300. 000 430.000 300. 000 2.013 6025. 50 325. 461 186. 000 328,064 131.317
510. 000 430.000 300. 000 1.917 5472. 43 335. 461 166. 000 529.113 130.609
520. 000 430.000 300. 000 1.832 4914, 69 345. 461 186. 000 529.769 130.159
530. 000 430.000 300. 000 1.761 4355 .70 355. 461 186. 000 530.000 130.000
540. 000 430.000 300. 000 1.707 3797 .55 365. 461 106. 000 529,745 130.175
480 .000 420.000 290 ,000 2.220 6979 .34 308. 699 186. 000 524,911 533,499
480. 000 420,000 300. 000 2,140 9460 .96 292. 266 186. 000 548.387 127.699
490 .000 420.000 290 .000 2.090 6445 .08 318. 699 186. 000 526.623 132.322
490 .000 420.000 300 .000 2.042 8676 .14 302. 266 186. 000 555.049 127,137
500, 000 420,000 290 .000 1.998 3904 .82 328 .699 186 .000 528.026 131.357
500. 000 420.000 300. 000 1.957 8281 .84 312. 266 186, 000 561.588 126.390
310. 000 420.000 290. 000 1.898 5356 .14 336 .699 186 .000 529. OB6 130.629
510. 000 420.000 300. 000 1.886 7679 .62 322 .266 186 .000 567.991 125.658