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TECHNICAL REVISION NOTES: 6300 <br /> 6280 <br />THE DIAGRAM BELOW ILLUSTRATES <br />THE PROFILE OF THE HIGHWALL <br />AFTER RECLAMATION EFFORTS WILL <br />REDUCE THE HIGHWALL. THE FINAL <br />SHAPE WILL REFLECT A FACE OF <br />THE HIGHWALL RANGING BETWEEN 6240- <br />30° TO 35° FROM VERTICAL. THIS <br />SLOPE WILL BE GEOLOGICALLY <br />STABLE AND WILL BLEND INTO THE 220 <br />LANDSCAPE OF THE SURROUNDING r <br /> <br />AREA. 6240 <br />35° 0' 0" R <br /> <br />30° 0' 0" R <br />45 FEET <br />ROCK MASS <br />HIGWALL RANGE OF SLOPE <br />@ FINAL RECLAMATION <br />il; I .? <br />HIGH WALL 480 <br />' ° HIGH WALL <br />I <br />6220 <br />I <br />6200 <br />7 6180 <br />3160 <br />I <br />HIGH WALL <br />\? 6140 <br /> <br />61 <br />/ f 0 ZO <br />0 <br />6100 <br />L / <br />MAP LEGEND <br />SILOAM ROAD <br />PERMIT BOUNDARY <br />PIT HAUL ROADS <br />AFFECT LANDS <br />HIGH WALLS <br />CONTOUR LINE <br />IL SHEET 3 OF 6 <br />25.05 ACRES AFFECT FOX NO. 1 CLAY PIT M-1977-219 <br />AS OF AUGUST 1, 20101 <br />6200 6120 CLIENT: SUMMIT BRICK & TILE COMPANY <br />Q/161 80 6160 6140 <br />CONSULTANT: L J DEVELOPMENT, INC. <br />PERMIT M-1977-219 TAW <br />BY: <br />TECHNICAL REVISION MAP ?' ??Lr-4,Vo <br />FOX No. 1 CLAY PIT DATE:AUGIIST 8 201C <br />P <br />6260 6240 6220 6200 6180/ 6120