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Morrison Quarry AM-07 Geotechnical Stability Exhibit <br /> DRMS Permit M-1973-021 <br /> Aggregate Industries WCR Inc. <br /> Discontinuity Persistence <br /> -----------------Set 1--------- - ---Set 2 5---- -----Set 3 Set 4 Set <br /> ---------------------------------------------------------------------------------- -----------------------Set 5--- <br /> Very Low(6)---------------------------------<1m(<3 3 ft) -------------------X-------------------X---------------X-------------------------------------Notes: <br /> _-- <br /> --------------- ---------------------- <br /> Low(4) 1-3 m(3.3-9.9 ft) X X <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Medium(2)----------------------------------3--10 m(9.9-33 ft) <br /> -------------- ------------------------------------------------------------------------------------------------------------------------------------- <br /> High(1)---------------------------------------10-20 m(33_66 ft)- <br /> ----- - - - - - - ------------------------------------------------------------------------------------------------------------------- <br /> Very High(0) >20 m(>66 ft) X <br /> Discontinuity Separation(Aperture) <br /> Set 1 Set 2 Set 3 Set 4 Set 5 <br /> Very Tight Joints(6)-------------------------<0.1 min(<0.003 in) <br /> ----------------------- ------------------------------------------------------------------------------------------------------------------------------------ <br /> Tight Joints(5)-------------------------------0.1-_0_5 mm(0.003-0.02 in) <br /> ----------------- ---------------------------------------------------------------------------------------------------------------------------------- <br /> Moderately Open Joints(4)-----------------0.5-_2_5 mm(0.02_0.1-in) ----------------------------X--------------------------X-------------- <br /> --------------- - - ---------------------------------- ---- <br /> Open Joints(1) ------------------------------2.5-10 mm(0.1-0.4 in) ------X-------------------X------------------------------------------- X <br /> ------------------ -------------------------------------- ------------------ <br /> Very Wide Aperture(0) >10 mm(>0.4 in) X X <br /> Discontinuity Roughness <br /> Set 1 Set 2 Set 3 Set 4 Set 5 <br /> VeryRough Surfaces(6)---------------------�R------------------------------------------------------------------------------------------------------------------------------Notes_-- <br /> -------------- <br /> Rough Surfaces(5) R ----X-------------------X---------------X--------------------------X------------------ <br /> ------------------------------------------------------------------------------------------------- <br /> Slightly Rough Surfaces(3) -----------------SR X-------------------X X X <br /> -------------- ------------ --------------------------------------------------- ---------------------------------------------------------------- <br /> Smooth Surfaces(1) SM <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Slickensided Surfaces(0) SL <br /> Discontinuity Wall Face Weathering <br /> Set 1 Set 2 Set 3 Set 4 Set 5 <br /> Unweathered(6) UW <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Slightly Weathered(5) SW <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Moderately Weathered(3)-----------------MW ----------------X----------- -- --X X X <br /> ------------------------------- -------------------------------- ---------------------------------------------------------------- <br /> Highly Weathered(1) HW <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Completely Weathered(0) CW <br /> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Residual Soil(0) RS <br /> RMR Classification: 40-Poor to 58-Fair <br /> Additional Notes: Highwall trend 5°from Sta. 1+00 to 3+20.Widespread iron oxide staining on all surfaces(Primary 1, Primary 2) More iron <br /> Groundwater conditions oxide staining on P1. Pegmatite between 1+75 and 1+95;90° At 2+05 4 ft mafic dyke,300/70 At 2+70 Pegmatite;90° <br /> Discontinuity filling,staining <br /> GEI Consultants, Inc. 66 of 122 Appendix C.2 <br /> November 2020 <br />