GENERAL54610

• Permit No: M1977342
• IBM Index Class Name: General Documents
• Doc Name: SLOPE STABILITY STUDY HENDERSON MILL TAILING DAM 1 NEAR PARSHALL COLO
• Media Type: D
• Archive: No

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Consultants
TABLE OF CONTENTS (Continued)
ijST OF TA3LS
TABLE 1 HENDERSON MILL -TAILING DAM NO. 1 SUMMARY OF
SLOPE STABILITY ANALYSES
TABLE 2 HENDERSON MILL -TAILING DAM NO. 1 PIEZOMET75R
INFORMATION SUMMARY
FIGURE 1 LOCATION MAP
FIGURE 2 STABILITY ANALYSIS EXISTING IMPOUNDMENT,
TAILIIVG DAM NO. 1, STUDY SECTION 7-7'
FIGURE 3 STABILITY ANALYSIS EXISTING IMPOUNDMENT,
TAII.ING DAM NO. 1, STUDY SECTION 8-8'
FIGURE 4 STABILITY ANALYSIS EXISTING IMPOUNDMENT,
TAILING DAM NO. 1, STUDY SECTION 9-9'
FIGURE 5 STABILITY ANALYSIS EXISTING IMPOUNDMENT,
TAILING DAM NO. 1, STUDY SECTION 10-10'
FIGURE 6 STABILITY ANALYSIS EXISTING IMPOUNDMENT,
TAILING DAM NO. 1, STUDY SECTION 11-11'
FIGURE 7 STABILITY ANALYSIS -THRESHOLD LEVEL -RAISED
IMPOUNDMENT, TAILING DAM NO. 1, STUDY
SECTION 7-7'
FIGURE 8 STABILITY ANALYSIS -THRESHOLD LEVEL -RAISED
IMPOUNDMENT, TAII.ING DAM NO. 1, STUDY
SECTION 8-8'
FIGURE 9 STABILITY ANALYSIS -THRESHOLD LEVEL -RAISED
IMPOUNiDMENT, TAILING DAM NO. 1, STUDY
SECTION 9-9'
FIGURE 10 STABILITY ANALYSIS -THRESHOLD LEVEL -RAISED
IMPOUNDMENT, TAD~ING DAM NO. 1, STUDY
SECTION 10-10'
FIGURE 11 STABILITY ANALYSIS -THRESHOLD LEVEL -RAISED
IMPOUNDMENT, TAII..ING DAM NO. 1, STUDY
SECTION 11-11'
FIGURE A-1 UTEXAS3 AND GRAPHIC3 MODEL, TAII.ING DAM NO. 1,
STUDY SECTION 7-T
FIGURE A-2 MODIFIED GEOMETRY AND PIEZOMETRIC LINE,
TAII.ING DAM NO. 1, STUDY SECTION 7-T
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