2013-03-14_REVISION - M1977342

• Permit No: M1977342
• IBM Index Class Name: REVISION
• Doc Date: 3/14/2013
• Doc Name: TR-14 MODIFICATION OF BARGE PUMP SYSTEM
• From: CLIMAX
• To: DRMS
• Type & Sequence: TR14
• Email Name: PSH
• Media Type: D
• Archive: No

APPROX.CURRENT -
WATER LEVEL
(8849) ape - - -
i
PI: 1100M I \
N: 194440.46
E: t26a7s.ts 60.0' TOP i DISCHARGE
i _ \
/ g WIDTH I PIPELINE \
ANC40R BLOCK t +Od H
- I $
/J 194500.61 _ g PF. 5+ .80 \
f�: 1828455.30 A2 Al _ - -'*-- - - -�_ \ ° g /////N: 1 .52 \
/ ANCHOR BLOCK �'- -�+ - I- -4 �E; 182 14.01 \
62 81 358 _
BARGE PIER H -PILE LOCATIONS
PILE A -1: N 194439.44 E 1828466.28
PILE A -2: N 194454.28 E 1828455.30
PILE B -1: N 194441.39 E 1828453.42
PILE B -2: N 194456.22 E 1828455.66
KEY ELEVATION: 8,866.38 FEET
(TOP OF BANK, BOTTOM OF TEE BLOCK,
AND TOP OF PIER GRATING)
BASED ON INITIAL POND WATER LEVEL
OF 8853.0'
_ 8t ,_\ ,
STATION=0 +76.70 - E:
OFFSET= 25.50E
4 BARGE N: 194552.92
--------
CHANNEL
E: 1828424.24 -- __
o l PI: 1 +75.00
S N; 194459.49 PROPOSED
E: 1828384.43 8 N $ p ` ` �� 8 HAUL ROAD
G
- - $
STATIONS +70 81 -�- CANNEL SLOP $� i� Pe 7 +00.00
BARGE WIDTH �- I- - + _ $ N: ts3sao.3t
1 - - E - 8% °1J ^�I E: 182830.31
OFFSET =25508 -_ -___ ^ - - --L _ _ PI: 6 +12.50 / �-{ STAG NG
N. 194566 32 I:,. _. ------ .�- _ _ _ N: 894026.64) '� \ AREA _
E: 1828374.68 = _
E: 1 5319.48
N: 193661:59
1 ANCHOR BLOCK I- _ - - --- _ _ ' - \
1 N: 194520.63 01 _. ANCHOR _ > _ po E: 1828270.25
N: 19438719 -
E 1828328.09
20.0' TOP
POWER POLE
_ BARGE POWER
LINE EXTENSION
- -� EXISTING EXISTING
HAUL ROAD HAUL ROAD
_ -- -_
8920 -
8910
8900
'
8890 --
ie
CKD. Wi
naunes
"This drawing together with any and oil additions,
corrections, changes and olterotions thereof is the
property of Climax Molybdenum Company and is
furnished on the express condition that it shall
not be reproduced. copied, lent, or disposed of
directly ar indirectly, nor used for any other
purpose than for which it is specifically fumished
without the prior written consent of said CAmox
Molybdenum Company"
yI
O
yZj
W
u_
+ j
TOP OF BERM
`v
srn
...DCOn aENEW
Q
Q
O
Q
!
i W
Q
d
Q
w
8670
6860
_ -J
r
ESTIMATED FALL 2013 WATER LEVEL (8853) _
8850 -
CURRENT WATER LEVEL (8849)
!!
CHANNEL INVERT 8843
8
8840
y
PVI STA. 1-75.00
6
EL. 8843.0
8830
0 +00
1 +00
2 +100 3 +00
APPROX. EXISTING
GROUND SURFACE
APPROX. EXISTING
CONNECTTO
HAUL ROAD
0
WETLAND
RMER
JSE EXI
JSE EXISTING)
- 0 20 30 80 170
Scale m Feet
8920
8910
4 +00
i Z
O
' N
ie
CKD. Wi
naunes
"This drawing together with any and oil additions,
corrections, changes and olterotions thereof is the
property of Climax Molybdenum Company and is
furnished on the express condition that it shall
not be reproduced. copied, lent, or disposed of
directly ar indirectly, nor used for any other
purpose than for which it is specifically fumished
without the prior written consent of said CAmox
Molybdenum Company"
yI
O
yZj
W
u_
Q
o
srn
...DCOn aENEW
Q
Q
Q
Q
Q
5 +00
6 +00
7 +00
8 +00
Climax Molybdenum
A Freeport- McMoRan Company
W. W WHEELER 3700 s I- Sr ... I
Eraa-oo. oo 80110 -3405
6 .55 303-'/61-4130
Fnx 303 -761 -21302
8850
2 1
TOP ANGLE TOP ANGLE
EL. 8864.55 EL. 8864.55
A i -�
CUT OFF PILE TOP OF PILE TOP ANGLE
@ EL. 8865.31 EL. 8866.89 EL. 8865.40
13.0'
TOP ANGLE
EL. 8865.40
TOP ANGLE
TOP OF PILE TOP OF PILE
EL. 8866.89 EL. 8868.71 EL. 8865.40
8 `
TOP ANGLE TOP ANGLE
EL. 8864.55 EL. 8864.55
15.0'
z 1
8840 1 PIER PILE ELEVATIONS
PLAN VIEW
883C 0 2 4 8 12
9 +Co Scale in Feet
NOTE:
REFERENCE TABLE ABOVE FOR PIER LOCATIONS.
2013 BARGE RELOCATION PROJECT Climax Molybdenum Henderson Mill
Parsha8, CO
BARGE CHANNEL g;q 01/13 AS NOTED
EARTHWORK S M 01113 DRAWING NO.
5-2-2000
PLAN AND PROILE ���� Q