Laserfiche WebLink
Mr. Lee Sampson <br />March 28, 2022 <br />Page 7 <br /> <br />Agapito Associates, Inc. <br /> <br /> <br />In terms of the out-of-pit dump, all assessed conditions for both Sections A and B achieve the <br />minimum stipulated factor of safety of 1.5 against static conditions and 1.3 for seismic conditions <br />and are therefore deemed adequate for temporary stability. <br /> <br />Under all the conditions assessed for the final reclaimed surface, the slopes assessed in both <br />Sections A and B achieve the minimum stipulated factor of safety of 1.5 against static conditions <br />and 1.3 for seismic conditions and are therefore deemed adequate for long-term stability. <br /> <br /> <br />If you have any questions, please feel free to contact me. <br /> <br />Sincerely, <br /> <br />Ry Stone, CPEng. <br />Senior Associate <br /> <br />RS/TVD:klg <br />Attachment: Stability Assessment Results <br />Transmitted in PDF format via email to lsampson@tristate.org <br /> <br />Table 2. Summary of SLOPE/W Results for Sections A and B of the Collom Out-of-Pit Dump <br />Section <br /> <br />Seismic Conditions <br /> <br />Water Level Relative <br />to Base of Spoil <br />(ft) <br />Factor of Safety <br />(Toe Failure) <br />Factor of <br />Safety <br />(Crest Failure) <br />Section A Static –15 3.0 2.1 <br />Section A Static +40 2.4 1.6 <br />Section A Pseudo-static +40 2.2 1.4 <br />Section B Static –15 2.9 1.5 <br />Section B Pseudo-static -15 2.4 1.4 <br />Table 3. Summary of SLOPE/W Results for Sections A and B of the Final Reclaimed Surface <br />Section <br /> <br />Seismic Conditions <br /> <br />Water Level Relative <br />to Base of Spoil <br />(ft) <br />Factor of Safety <br />(Toe Failure) <br />Factor of <br />Safety <br />(Crest Failure) <br />Section A Static –15 3.9 3.0 <br />Section A Static +40 2.8 2.0 <br />Section A Pseudo-static +40 2.2 1.6 <br />Section B Static –15 2.9 2.4 <br />Section B Pseudo-static -15 2.2 2.1