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Morrison Quarry AM-07 Geotechnical Stability Exhibit <br /> DRMS Permit M-1973-021 <br /> Aggregate Industries WCR Inc. <br /> South Quarry Morrison Quarry,Bench 7033,Section D,4+10-5+60 <br /> Strike and Dip Orientations: <br /> Average Strike Average Dip Direction Strike from Strike to Dip from Dip to <br /> Set 1(Primary 1) 178 78 S 165 190 75 80 <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Set 2(Primary 2) 255 85 WSW 255 255 80 90 <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Set 3(Secondary 1) <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Set 4(Secondary 2) 295 75 WNW 295 295 75 75 <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Set 5(Foliation) 350 18 N 345 355 10 25 <br /> Estimated Strength of Intact Rock Material: <br /> Designation: Compressive Strength Range Estimated in Field <br /> Very High(15) >250 Mpa(>36,260 psi) <br /> ------------------- -------------------------(12) 100-250 Mpa(14,500-36,260 psi) X <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Medium High(7) 50-100 Mpa(7,250-14,500 psi) X <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Moderate(4) 25-50 Mpa(3,625-7,250 psi) <br /> Low(2) <br /> --------------------- 5-25 Mpa(725-3,625 psi) -------------------------------------------------------------------------------------------- <br /> Very Low(1) 1-5 Mpa(145-725 psi) <br /> Estimated Drill Core Quality(RQD) <br /> Designation: RQD Percentage Range Estimated in Field <br /> Excellent Quality(20) 90-100% <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Good Quality(17) 75-90% X <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Fair Quality(13) 50-75`Yo X <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Poor Quality(8) 25-50% <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Very Poor Quality(3) <25% <br /> Spacing of Discontinuities <br /> Set 1 Set 2 Set 3 Set 4 Set 5 <br /> Very Wide(20) >2m(>6.5 ft) <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Wide(15) 0.6-2 m(2-6.5 ft) X X X X <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Moderate(10) 200-600 mm(8-24 in) X X X X <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Close(8) 60-200 mm(2.4-8 in) <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Very Close(5) <60mm(<2.4 in) <br /> GEI Consultants, Inc. 69 of 122 Appendix C.2 <br /> November 2020 <br />