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r _ <br />O _-tea A1W 'k <br />'I REWORK <br />I��I�II AREA <br />REWORK <br />AREA <br />1 � � EXPOSED_ - <br />W ZIP( 1 GROUND 1 =�\�j _� -�'",= ,. /PA1� <br />`�`\ _---.�%� 813 690 SQ. <br />II II II'� WATER i �� �', %% r \ / (18.680 ACF <br />SII II II ll�� I I / i <br />))IIID il) v / J PARCEL 33 � _ --� / ` \� I PARCEL <br />\ 329,915 SQ. FT.± e��o <br />` (63.366 ACRES±) 574 ACRES±) <br />I PARCEL 6 (7,• <br />PHASE 2 SPILLWAY 1 I 562,453 SQ. "FT.± <br />(12.912 ACRES±)- <br />III�I�I�II I (SEE NOTE 2) , ((� \ I a� <br />t3tUKUL;K (At-FKUA tLtV: 4b/U±) ' PHASE 7 <br />RECLAIMED TO 3H:1V SLOPES AREA TO BE RECLAIMED WITH FILL AND CONCRETE WASTE q <br />SLOPE TO BE RECLAIMED WITH r . <br />ALL REMAINING SLOPES TO FLATTENED TO 3H:1V (MIN.) zt <br />J 6 -INCH THICK LAYER OF TOPSOIL TOTAL LENGTH OF 3H:1V SLOPES -4,300 L.F. AVERAGE <br />(11,400 CY) HEIGHT = 10 FT ALONG EAST, NORTH, AND NORTHWEST , <br />..�� APPROXIMATE FILL: 450,000 CY QUONSET HUT SIDES OF PHASE 7 PIT <br />PROTECT IN PLACE ENTIRE ARE TO BE RE -SEEDED 84 AC r -/ <br />_EXISTING TOPSOIL (� ) <br />STOCKPILE iJ // BACKFILL EXISTING POND AREA TO ELEV. 4589 <br />^(4,372 CY) ' \\�� ! APPROXIMATE FILL: 200,000 CY <br />- PHASE 7 <br />FORMER SETTLING BASINS TO BE BACKFILLED <br />WITH FILL AND CONCRETE WASTE r <br />GROUNDWATER ELEVATION =4597' l t <br />PHASE 1 7 1 TOP OF FILL = -4599 _ - <br />PROPOSED <br />� �� EAST POND FILL: 28,000 CY <br />/ -• L — .�. <br />e � SLURRY WALL' s l > WEST POND FILL: 4,500 CY <br />PHASE 1 &7 AREA TO BE � � �� ® o \ 1 <br />/ 1 ( //� ` \ <br />RECLAMATION <br />BACKFILL REGRADED TO�jf ` �\ <br />\ <br />BORROW AREA 3H:1V SLOPES <br />- ��--� <br />(2,300 L.F. <br />(-658,240 CY) `� 1 �//i `// o �(��� PARC L <br />PARCEL 9 <br />5,461,816 SQ. FT.± / ' ;1 � �✓ � -� � / '/ _, ) � � > _ ,-' / ,.- �- �, <br />(125.386 ACRES±) / / (/)/J <br />� ` <br />a - ) / <br />,` t r : L PARCEL 36 <br />17 <br />1,883 6ga 959 rT <br />PARCEL 37- ?) (' ( :i�42 ACRES±) <br />577,732 SQ. FT.± <br />/ 20 ACRES±) / <br />AMENDMENT AREA: 466.16 AC � v �_ <br />EXISTING GROUND 1)�1 <br />COVER: NATIVE 1 r <br />PHASE 1 SPILLWAY 1 VEGETATION <br />(SEE NOTE 2) <br />1 PUMPING <br />STATION <br />PARCEL 35 <br />\\\' ✓ ,,��.E" j i .-�� f J ` ARKANSAS RI VER 140,164 SQ. FT.± ? <br />/� v� PHASE 1 SPILLWAY 2w <br />(3.218 ACRES±) a, <br />TOPSOIL PLACEMENT (SEE NOTE 2) o <br />_ AREA TO BE RE -SEEDED, ARKANSAS RIVER � <br />-'r-0 ° •+ ""�a CRIMPED AND MULCHED PARCEL 1 <br />N PHASE 2 SPILLWAY 2 <br />EXISTING GROUND (SEE NOTE 2) <br />EXISTING COVER: NATIVE <br />SLURRY VEGETATION <br />WALL TOPSOIL PLACEMENT <br />PARCEL 12 AREA TO BE RE -SEEDED, <br />544,507 SQ. FT.± CRIMPED AND MULCHED <br />(12.500 ACRES±) RjvER <br />ARKANSAS (19 AC) n <br />MAP LEGEND: <br />- - - - - - - - - - - EXISTING CONTOURS <br />EXISTING PROPERTY BOUNDARY <br />PERMIT BOUNDARY (M-1986-015) <br />• EXISTING SLURRY WALL <br />� W • PROPOSED SLURRY WALL <br />PROPOSED CONTOURS <br />\ azo Scale 1"= 350' <br />0 175 0 350 700 1,050 <br />SCALE IN FEET <br />774,344 SQ. FT.± <br />(17.777 ACRES±) <br />EXISTING GROUND <br />COVER: NATIVE <br />VEGETATION <br />00 <br />cO <br />00 <br />-P <br />z <br />PHASE 7 a <br />RECLAMATION <br />BORROW MATERIAL moi <br />AREA (4,125 CY) am <br />um Z <br />O <br />AREA TO BE co <br />�- REGRADED TO a <br />3H:1 V SLOPES T <br />a <br />LLI <br />J <br />V <br />UJ <br />2 <br />-7 ° 1 <br />3r. <br />3r <br />% PARCEL 38` <br />CPO 01 1,732,129 SQ. FT.t <br />,61 (39.764 ACRES±) <br />o <br />J <br />aye <br />�rG <br />U) <br />z <br />0 <br />_ N <br />LJ_ <br />z <br />O t'� <br />Q W <br />♦♦W W <br />V/ <br />O to <br />a <br />O <br />w <br />CL <br />G <br />i <br />No. Revision/Issue Date <br />Firm Name and Address <br />GENERAL NOTE. CONTINENTAL MATERIALS CORP. <br />1. ADDITIONAL BACKFILL MATERIAL FOR 440 S. LASALLE, <br />PHASE 7 TO BE GENERATED AT STE. 3100 <br />ADJACENT CONCRETE BATCH PLANT. CHICAGO, IL, 60605-5020 <br />2. SPILLWAY DESIGN SPECIFICATIONS AND <br />DETAILS TO BE DETERMINED IN FUTURE <br />TECHNICAL REVISIONS. CMC CONTiNENTAI.MATE YAL.SCORPORATION <br />Project Name and Address <br />TMOP Summary of <br />Stockpile Volumes <br />F5 <br />Volume, <br />CY <br />Phase 2 <br />51000 <br />LU o <br />cv <br />3348 <br />U <br />3496 <br />Phase 1 <br />z <br />PHASE 7 a <br />RECLAMATION <br />BORROW MATERIAL moi <br />AREA (4,125 CY) am <br />um Z <br />O <br />AREA TO BE co <br />�- REGRADED TO a <br />3H:1 V SLOPES T <br />a <br />LLI <br />J <br />V <br />UJ <br />2 <br />-7 ° 1 <br />3r. <br />3r <br />% PARCEL 38` <br />CPO 01 1,732,129 SQ. FT.t <br />,61 (39.764 ACRES±) <br />o <br />J <br />aye <br />�rG <br />U) <br />z <br />0 <br />_ N <br />LJ_ <br />z <br />O t'� <br />Q W <br />♦♦W W <br />V/ <br />O to <br />a <br />O <br />w <br />CL <br />G <br />i <br />No. Revision/Issue Date <br />Firm Name and Address <br />GENERAL NOTE. CONTINENTAL MATERIALS CORP. <br />1. ADDITIONAL BACKFILL MATERIAL FOR 440 S. LASALLE, <br />PHASE 7 TO BE GENERATED AT STE. 3100 <br />ADJACENT CONCRETE BATCH PLANT. CHICAGO, IL, 60605-5020 <br />2. SPILLWAY DESIGN SPECIFICATIONS AND <br />DETAILS TO BE DETERMINED IN FUTURE <br />TECHNICAL REVISIONS. CMC CONTiNENTAI.MATE YAL.SCORPORATION <br />Project Name and Address <br />TMOP Summary of <br />Stockpile Volumes <br />Location <br />Volume, <br />CY <br />Phase 2 <br />51000 <br />Phase 2 <br />3348 <br />Phase 1 <br />3496 <br />Phase 1 <br />4372 <br />Phase? 1 <br />4125 <br />TMOP EAST PITS <br />2596 CO -96 <br />PUEBLO, COLORADO <br />81001 <br />Project Sheet <br />M-1984-015 <br />Date <br />18/MAR/21 <br />Scale <br />As Noted <br />