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POWDERHOUSE <br />UNDERGROUND FEEDERS <br />O <br />f+ -Ji <br />LSUBSTBRON �> <br />6160 <br />6140 <br />6120 <br />6160 <br />M <br />RAW 0 <br />BIN <br />AN COAL <br />BIN <br />V <br />GEAR BUILDING <br />WASH PLANT <br />0 <br />6140 <br />6140 <br />6120 <br />20 40 60 80 100 120 140 160 180 <br />SECTION A -A <br />111 = 201 <br />20 40 60 80 100 1ZV wv �o.. . JO <br />SECTION B-B <br />Ii1 = 201 <br />J <br />i <br />I <br />A <br />TOP OF DAM 50.5 <br />r <br />611 <br />AREA <br />SO. FT <br />CAPACITY <br />ACRE FEEI <br />EMERGENCY SPILLWAY 8.5 <br />6561 <br />.79 <br />i <br />6264 <br />- <br />,t <br />6018 <br />m <br />T <br />POWDERHOUSE <br />UNDERGROUND FEEDERS <br />O <br />f+ -Ji <br />LSUBSTBRON �> <br />6160 <br />6140 <br />6120 <br />6160 <br />M <br />RAW 0 <br />BIN <br />AN COAL <br />BIN <br />V <br />GEAR BUILDING <br />WASH PLANT <br />0 <br />6140 <br />6140 <br />6120 <br />20 40 60 80 100 120 140 160 180 <br />SECTION A -A <br />111 = 201 <br />20 40 60 80 100 1ZV wv �o.. . JO <br />SECTION B-B <br />Ii1 = 201 <br />J <br />i <br />I <br />A <br />TOP OF DAM 50.5 <br />r <br />611 <br />EMERGENCY SPILLWAY <br />X— SECTION <br />RIP RAPT 50 % LARGER THAN 12° IN GREATER DIMENSION, <br />18° MINIMUM THICKNESS <br />C-C <br />4 REBAR 12 "C -C <br />rH DIRECTIONS <br />i <br />1/4" = 1 <br />TOP OF DAM <br />1/4° = I' <br />L.-- 24 <br />3.1 <br />`Q O NO, 4 REBA! <br />N <br />I <br />CONCRETE ANTI -SEEP COLLAR <br />1. 1. <br />f_6 <br />I hereby certify that these construction plans <br />for the Hawksnest Mine East Mine Laydown <br />Pond were prepared under my direct supervision. <br />Permit Number #: C- 1981 -016 <br />Class: Permit <br />Section /Exhibit : Rule 2 L/c Z <br />AREA CAPACITY TABLE <br />ELEVATION <br />AREA <br />SO. FT <br />CAPACITY <br />ACRE FEEI <br />EMERGENCY SPILLWAY 8.5 <br />6561 <br />.79 <br />i <br />6264 <br />- <br />r <br />6018 <br />m <br />T <br />3° <br />5771 <br />.58 <br />6 <br />5077 <br />.45 <br />. r <br />4484 <br />.34 <br />4 <br />3890 <br />.25 <br />/. <br />3592 <br />.21 <br />EMERGENCY SPILLWAY <br />X— SECTION <br />RIP RAPT 50 % LARGER THAN 12° IN GREATER DIMENSION, <br />18° MINIMUM THICKNESS <br />C-C <br />4 REBAR 12 "C -C <br />rH DIRECTIONS <br />i <br />1/4" = 1 <br />TOP OF DAM <br />1/4° = I' <br />L.-- 24 <br />3.1 <br />`Q O NO, 4 REBA! <br />N <br />I <br />CONCRETE ANTI -SEEP COLLAR <br />1. 1. <br />f_6 <br />I hereby certify that these construction plans <br />for the Hawksnest Mine East Mine Laydown <br />Pond were prepared under my direct supervision. <br />Permit Number #: C- 1981 -016 <br />Class: Permit <br />Section /Exhibit : Rule 2 L/c Z <br />AREA CAPACITY TABLE <br />ELEVATION <br />AREA <br />SO. FT <br />CAPACITY <br />ACRE FEEI <br />EMERGENCY SPILLWAY 8.5 <br />6561 <br />.79 <br />8 <br />6264 <br />.72 <br />PRINCIPAL SPILLWAY 7.5 <br />6018 <br />.65 <br />7 <br />5771 <br />.58 <br />6 <br />5077 <br />.45 <br />5 <br />4484 <br />.34 <br />4 <br />3890 <br />.25 <br />SED. 3.5 <br />3592 <br />.21 <br />3 <br />3295 <br />.17 <br />2 <br />1 2700 <br />1 .10 <br />1 <br />2110 <br />.04 <br />BOTTOM O <br />1515 <br />0 <br />WESTERN SLOPE CARBON <br />HAWKSNEST MINE <br />AST MINE LAYDOWN POND <br />N DATE SEPT. 12 1980 <br />w 44WE INTERMOUNTAIN <br />TECHNICAL SERVICES, INC. DRAWN BY: MPD/ RL8 <br />Box 33 76 — Grand Junction,COa1502 EXHIBIT 2.05.3 -H <br />1 111111 IIIII IIIII VIII VIII VIII IIII IIII <br />