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F <br />E <br />1 <br />2 1 3 <br />SECTION A -A OF BRIDG TRUSS <br />1 " =6' <br />(NOT FOR CONSTRUCTION) <br />4 <br />5 <br />I <br />IVERSON MINE <br />NOTES &DETAILS <br />A PARCEL OF LAND LOCATED IN SECTION 34, TOWNSHIP 6 NORTH, RANGE 66 WEST, SIXTH PRINCIPAL MERIDIAN, <br />COUNTY OF WELD, STATE OF COLORADO <br />1/4X2-1/2X2-1/2 <br />ANG <br />�_ 5/16 "x3x3 ANG <br />- 3" CHANNEL <br />5/16" II � � I 11/4X2X2 AN <br />1. <br />3' -6" SUPPORT 4' -6" <br />PROPOSED CONVEYOR SUPPORT DETAILS <br />(NOT TO SCALE) <br />SEED MI X FOR TOPSOIL /OVERBURDEN PILES: <br />Common Name <br />T <br />3'-11" <br />3' -6" <br />(NOT TO SCALE) <br />SEED MI X FOR TOPSOIL /OVERBURDEN PILES: <br />Common Name <br />�.- <br />Scientific Name <br />Variety <br />% of <br />P (S � <br />F pplication <br />ate Ib /ac <br />� We stern Wheatgrass <br />A ro y ron sm ithu <br />Ar riba <br />17. <br />17.5% <br />2.55 _ _ <br />2.6 <br />Sideoats Grama <br />Bout eloua cutpe <br />Butt <br />Mountai Brome <br />Bromus mar i natus <br />Brom <br />17.0 %° <br />2.55 <br />P rairie Sandreed _ <br />Cala movilfa l ongifoll a . __ <br />Goshen <br />1A% <br />15 <br />Switchgr <br />Alkali Sacato <br />Pani vi <br />Spor ai roides <br />Pathfi nider <br />7.0% <br />1.0 <br />Needle an Thread <br />Stip comata <br />LLU <br />13.0% <br />1.95 <br />w <br />boreale <br />Timp <br />10.0% <br />1.50 <br />North Swee <br />Ro cky Mou Penstemon <br />H edvsarum <br />Penste strictus <br />Banderra <br />5.0% <br />.75 <br />Glo ow <br />o talIbs <br />S haeralcea cocanea <br />P <br />ARS29136 <br />Pr arl ' e ro -' <br />irle I <br />RosaArkansana <br />8.5 <br />1.28 <br />To /ac <br />]_ �� <br />100.0% <br />�_ <br />15.05 <br />' Pure Live Seed pounds per acre; rates shown are for drill seeding; double rates for broadcast <br />seeding. <br />J <br />W <br />¢ C <br />x <br />U <br />Z <br />O <br />co <br />O <br />15 <br />A <br />cd <br />N <br />ro <br />0 <br />N <br />m <br />PROPOSED ELEVATION <br />BIKEPATH CONVEYOR CROSSING <br />1" =6' <br />(NOT FOR CONSTRUCTION) <br />EXISTING DIRT ROAD <br />CONCRETE PATH <br />CONCEPTUAL VIEW <br />NOT TO SCALE <br />(NOT FOR CONSTRUCTION) <br />EXISTING <br />FENCE TO REMAIN <br />4700 TOP OF <br />BANK EXISTING <br />GRADE - - <br />CACHE LA - -- ---- --'--- <br />4690 POUDRE - - - - -- <br />RIVER <br />4680 <br />4670 <br />4660 <br />4650 <br />4640 <br />4630 <br />0 +00 0 +20 <br />NOTES <br />1.) MINING CELL LOCATION AND CONTOURS ARE <br />CONCEPTUAL AND WILL VARY DUE TO GEOLOGIC AND /OR OTHER <br />SITE CONDITIONS. <br />2.) ANY TOPSOIL OR OVERBURDEN PILE THAT WILL BE LEFT IN <br />PLACE FOR OVER 180 DAYS WILL BE STABILIZED FROM WIND AND <br />WATER EROSION WITH VEGETATIVE COVER. SEE SEED MIX BELOW. <br />NOTE: <br />CONVEYOR TO BE ANCHORED TO THE <br />GROUND WITH REBAR WHERE IT IS <br />LOCATED IN THE FLOODPLAIN. <br />THE MINING CELL. DEPTH WILL <br />VARY BASED ON GEOLOGIC <br />AND /OR OTHER SITE <br />CONDITIONS. <br />BEDROCK-�� <br />1 +60 1 +80 <br />SCALE IN FEET <br />0' 20' <br />2 +00 <br />7 <br />2 +20 <br />CERTIFICATION: <br />THIS MAP WAS PREPARED BY LAFARGE WEST, INC. AND TETRA TECH. LAFARGE WEST, INC. <br />WILL KEEP THE DIVISION OF RECLAMATION, MINING & SAFETY INFORMED OF ANY CHANGES <br />TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL <br />REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE <br />MINE. <br />TETRA TECH BY <br />PAMELA FRANCH HORA, AICP <br />SENIOR PLANNER <br />6 -1 -11 <br />DATE <br />= E <br />O � M <br />V LU <br />L W <br />W -0� <br />m U) U <br />M <br />a, Z M <br />Q y1 O <br />3 w z x rq 0< <br />7) O N <br />C J N <br />W ° <br />o <br />L M <br />r O <br />M <br />W <br />Z <br />O <br />a- <br />o_ <br />m < < < < <br />z <br />O <br />w <br />a_ <br />E <br />U <br />a <br />o- <br />WW <br />— <br />WW <br />u7 <br />WW <br />v7 <br />LLU <br />W <br />w <br />w <br />w <br />W <br />¢ <br />❑ <br />°6 <br />N <br />� <br />o <br />N <br />� <br />O <br />Y <br />O <br />?O LLI <br />zU <br />0 0 <br />3 Z Om <br />¢ W x <br />a� ❑ > W <br />W - <br />U) <br />J <br />LLI <br />0 <br />z <br />CO <br />W <br />O <br />Z <br />Project No.: 133 - 2APH <br />Designed By: <br />Drawn By: n <br />H <br />Checked By: <br />5 <br />6=======i Bar Measures 1 inch <br />100' TO 200' MIN. FROM TOP OF BANK <br />1 (OR FLATTER) <br />MINING <br />SLOPE <br />DEWATERING / <br />TRENCH <br />(AS NEEDED) <br />0 +60 0 +80 1 +00 1 +20 1 +40 <br />T YPICAL MINING CROSS - SECTION <br />