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� �� �E Deep Cut, LLC <br /> P° �P PER�'S J �°�'�� s�°` 22 West Pi t <br /> 4150 ...... ..................................................... ..... ......._............... ........ ......_.....». 4150 <br /> 147.Q 25.0 <br /> Permit # M-2017-032 <br /> �4140 ...:.... : ... ....' ... ... .. .:.....: ....;.... a :.. 4140 <br /> :35.0° : Geo technical Stabi/i tV Exhibit <br /> k'4130 ... .. 4130 Z / <br /> < �IKFACE(126' O <br /> LU <br /> w 4120 7................ ...........: ....:..... ..........:... ..:.... ._._ _._._ 6 .��. ._. _._. _ . 0,0 > <br /> 4120> <br /> w <br /> Lu <br /> 4110 � � � � � � � � � 4130 <br /> -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 <br /> SECTION C- SOUTH LINE CLOSEST STRUCTURE TO MINING-MINE FACE SAFETY FACTOR 5.8 <br /> SLOPE MINED @ 3H TO IV <br /> G <br /> �OU,O\t� �\�� p\G J� Su�E <br /> �OV ?eROkI 4 T0� <br /> Ol <br /> 4150 EXI512N6 SURFACE _....... ...... ...... ... 150 <br /> 142.0: 25.D <br /> 4140 ... ' ... ' ... ... ... : ... ... : ... r ... 4140 <br /> r!4130 .......... . ........... . .. .. . ... ... • 4130 Z <br /> • �SUIRFCE(4126' O <br /> 10.0 <br /> w4120 .... .................... ....... ._�. ._.�� _._. _ 4120> <br /> �+ 1LU <br /> 1 <br /> 4110 4110 <br /> -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 <br /> SECTION D-LYTLE BUILDING TO MINING AREA -MINE FACE SAFETY FACTOR 5.8 <br /> SLOPE MINED @ 3H TO 1V <br /> G E <br /> 00 0ON ON v S*11,,0 1�Of <br /> 4155 EXISTING SURFACE 010\1 _.. _............ ...... 4155 <br /> 4150 ................. ........... ... .. ................ 4150 <br /> k65.0 15.8 <br /> 4140 :.....:...........:.... ......... .... ........... .... ... 4140 <br /> p 35.0;° <br /> 4130 s.... ........... ... .. . .. ... r... s.... s. • ..�. 4130Z <br /> > LAKE*SURFACE(4126' 5 <br /> LU <br /> 4120 104e: 10,0 e <br /> w ... .. ..I.., ,.... 4120w �� 9+/ <br /> .,. ... 1 <br /> w p4110 � 4110 J � �r <br /> 1111f <br /> 1jItI <br /> -157 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 <br /> SECTION E-HANSEN BUILDING TO MINING AREA -MINE FACE SAFETY FACTOR 5.8 <br /> SLOPE MINED @ 3H TO 1V REGLAh Ii, 'INDIYIgIC�N� <br /> O'NE)SAFETY <br /> Cross sectlan Ker_ NO SCALE <br /> Red Line- Working face(r:l slope) <br /> Green Line-Native material friction slope angle(35°Slope) <br /> Blue Line-Angle from toe of reclaimed slope to closest structure <br /> Black Line-line from toe of mine face to structure to obtain angle <br /> used to calculate the safety factor. AUG 09, 2018 — 16:01:16 <br />