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 />
|