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\JP <br /> LPG <br /> +� 0+00 5+00 <br /> +00 5+00 10+00 <br /> 0 <br /> 0 <br /> O O <br /> o SLOPE STABILITY SECTION <br /> PHASE 1 v, <br /> SLURRY WALL + <br /> N O <br /> 01 <br /> n <br /> + 00+Ob OO+S4 00+02 .. , O <br /> u7 Z z + <br /> O O o <br /> U U <br /> c <br /> W w <br /> U) Cl) <br /> + Q PHASE 2 00 + <br /> (0 SLURRY WALL o0 <br /> U) <br /> W w <br /> 0- a <br /> O <br /> J U� <br /> O <br /> O <br /> + <br /> LO 00+ 5 00+�� OO+Ob 00+5E 00+0 <br /> Z <br /> O <br /> U <br /> W <br /> J <br /> Q <br /> H <br /> U) <br /> W <br /> Q � <br /> 500 250 0 500 <br /> SCALE IN FEET <br /> Date: 12/17/18 <br /> J&T Consulting, Inc. Prowers Aggregate Operators, LLC Job No: 07115 <br /> 305 Denver Avenue-Suite D West Farm Pit Drawn: WSS <br /> Fort Lupton, CO 80621 Exhibit S - Slope Stability Section Location Scale: 1" = 500' <br /> 303-857-6222 Sheet: 1 Of: 1 <br />