PERMFILE46614

• Permit No: M1980244
• IBM Index Class Name: Permit File
• Doc Date: 9/3/2002
• Doc Name: Phase IVa H.V. Solution Coll.
• From: CC & V
• To: DMG
• Media Type: M
• Archive: No

I
00 1
000 1
z 1
18" DIA. SOLID CPE 1
SOLUTION TRANSFER PIPE 1
(SEE NOTE 6) 1
0
00
APPROXIMATE LENGTH
OF INDIVIDUAL PIPE
SEGMENT (FT.)
0
TYPE
LEGEND
— — — — —
EXISTING LIMITS OF PHASES 1, II AND III GEOMEMBRANE
rn
o
d
z
Q
2,453
BY
z
■ • �
LIMITS OF PHASE N GEOMEMBRANE
TRANSITION
TO SOLID CPE AT
1 -18" DIA.
SOLID CPE
PRIMARY SOLUTION COLLECTION PIPE
PHASE IVa
PAD BOUNDARY
H4
9550
PROPOSED VALLEY LEACH FACILITY
M N O
O O
1 -8"
DIA.
PCPE
EXPANSION REGRADED CONTOURS
KAJ
O
0
I GE
Q
SOLUTION TRANSFER PIPE SEGMENT
1 -8"
DIA.
PCPE
PRIMARY SOLUTION COLLECTION PIPE SEGMENT
801
1 -8"
O2
SECONDARY SOLUTION COLLECTION PIPE SEGMENT
O
609
1 -8"
18" DIA. PCPE (ADS N -12 OR EQUIVALENT)
PCPE
O
482
NOT SCALE 1
SOLUTION TRANSFER PIPE
DIA.
PCPE
O7
425
1 -8"
DIA.
PCPE
O
18" DIA SOLID CPE (ADS N -12 OR EQUIVALENT)
1 -8"
DIA.
PCPE
SOLUTION TRANSFER PIPE
255
777
1 -8"
__________
10" DIA. PCPE (ADS N -12 OR EQUIVALENT)
t0
86
1 -8"
SOLUTION COLLECTION PIPE
PCPE
18" DIA. PCPE
8" DIA. PCPE (ADS N -12 OR EQUIVALENT)
SOLUTION TRANSFER
SOLUTION COLLECTION PIPE
PIPE
4" DIA. PCPE HIGHWAY GRADE TERTIARY SOLUTION
_
COLLECTION PIPE PLACED ON 75' CENTERS.
NOTES
1. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING INC. IS
BASED ON TOP OF SOIL LINER FILL AS —BUILT FOR PHASE I, II, AND
1999 PHASE III AREAS AND FEBRUARY 1998 SURVEY FOR OTHER
AREAS SHOWN. 2000 PHASE III AND PHASE IV REGRADING
DEVELOPED BY GOLDER ASSOCIATES.
2. REGRADED CONTOURS SHOWN FOR PHASE IV REPRESENTS TOP
OF SOIL LINER FILL.
3. PIPE WORK LAYOUT IS APPROXIMATE. ACTUAL ALIGNMENT TO BE
APPROVED BY ENGINEER DURING CONSTRUCTION.
4. TRANSFER, SECONDARY AND TERTIARY SOLUTION COLLECTION PIPES
SHALL BE PLACED AT A MINIMUM GRADE OF 2 PERCENT.
5. ALL PCPE PIPE TERMINATIONS, REGARDLESS OF SIZE, ARE
TO BE CAPPED.
6. THE LAST 75' OF 18" DIAMETER SOLUTION TRANSFER PIPE IN
AREA OF PHASE I PSSA WILL BE 18" DIAMETER PCPE. THE
PIPE IN THIS AREA WILL BE PLACED IN A TRENCH WITH A
MINIMUM COVER OF 4' OF ORE.
7. TERTIARY SOLUTION COLLECTION PIPING SHALL BE INSTALLED
TYPICALLY AT A 45 DEGREE ANGLE TO SECONDARY SOLUTION
COLLECTION PIPING AND ON APPROXIMATELY 75' CENTERS.
MAXIMUM TERTIARY PIPING LENGTHS SHALL BE APPROXIMATELY
650'.
8. SECONDARY SOLUTION COLLECTION PIPING TYPICALLY SHALL BE
INSTALLED PERPENDICULAR TO GRADE, AND WITHIN DRAINAGES
WHEN POSSIBLE.
PIPE
SEGMENT
APPROXIMATE LENGTH
OF INDIVIDUAL PIPE
SEGMENT (FT.)
0 0
o 0
TYPE
OF
PIPING
SOLUTION
TRANSFER PIPE
o
o d
z
Q
2,453
BY
1 -18"
DIA. PCPE
N0. I
1,342
N �
� m
1 -18" DIA.
SOLID CPE
PRIMARY SOLUTION COLLECTION PIPE
MRJ
GE
H4
Q683
6/9/00
M N O
O O
1 -8"
DIA.
PCPE
SECONDARY SOLUTION COLLECTION PIPE
KAJ
O
0
I GE
O
484
1 -8"
DIA.
PCPE
O4
801
1 -8"
DIA.
PCPE
O
609
1 -8"
DIA.
PCPE
O
482
NOT SCALE 1
1-8"
DIA.
PCPE
O7
425
1 -8"
DIA.
PCPE
O
492
1 -8"
DIA.
PCPE
O
255
1 -8"
DIA.
PCPE
t0
86
1 -8"
DIA.
PCPE
NOTE:
PIPE LENGTHS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. ACTUAL PIPE LENGTHS
WILL VARY TO SUIT FIELD CONDITIONS.
rn
3
0
0 0
o 0
v
,J`L
ADJUSTED LIMITS OF PHASE IVa VLF
O w
o
o
o d
z
z z
0
�ma
BY
CHKD
AP'VD
N0. I
REVISION DESCRIPTION TILLS DRAWING IS NOT APPROVES
N �
� m
BY
CHKD
N �p
a�
MRJ
GE
H4
ISSUED FOR CONSTRUCTION
6/9/00
M N O
O O
UNLESS LAST REVISION IS HAND WRITTEN
JFL
0 0
N
i 5/25/00
KAJ
O
0
I GE
.ON w
ON _
r` N
/PNm
a rn I
OtiQQ
"O..0
° o
IF THE ABOVE
BAR DOES
no
o �
Z D a. .0
NOT SCALE 1
INCH THE
°^ 00
DRAWING SCALE
IS ALTERED
ENGINEER'S STAMP
Pp01REGIp 14',.
28 c= —
1'1 �
PIPINilli NOT WS�iRl, ED ,
SOLUTION TRANSFER PIPE ALIGNMENT
a
aka
Scale in Feet
0 250 500 1000
1" = 500 feet
\! 11
NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED
UNLESS LAST REVISION IS HAND
0
o
0
0 0
o 0
b
,J`L
ADJUSTED LIMITS OF PHASE IVa VLF
z
o
o
z
z
z z
DATE
BY
CHKD
AP'VD
N0. I
REVISION DESCRIPTION TILLS DRAWING IS NOT APPROVES
DATE
BY
CHKD
AP'VD
MRJ
GE
JFL
ISSUED FOR CONSTRUCTION
6/9/00
MRJ
UNLESS LAST REVISION IS HAND WRITTEN
JFL
ISSUED DRAFT
i 5/25/00
KAJ
I GE
I GE
2002 RECORD DRAWING
R/5 Q /Q2
MRJ
b
,J`L
ADJUSTED LIMITS OF PHASE IVa VLF
7/26/01
MRJ
GE
JFL
REVISED GRADING PLAN
7/10/01
GSL
GE
JFL
REVISED, RE- ISSUED FOR CONSTRUCTION
2/16/01
SFD
GE
JFL
18" PIPE LINETYPE CHANGE, RE- ISSUED FOR CONSTRUCTION
7/10/00
MRJ
GE
JFL
ISSUED FOR CONSTRUCTION
6/9/00
MRJ
JMJ
JFL
ISSUED DRAFT
i 5/25/00
KAJ
I GE
I GE
Permit #:I4I Aq by aq4 Confidental?: _b_
Class: Type -Se
From: _ To:
Doc. Name: • �I- °j f Dw
Doc. Date (If no date s amp):
CLIENT DATE
PRINT ISSUE RECORD
a o \
aka- o \
Scale in Feet Z
E385
0 50 100 200
1" = 100 feet
CvCripple Creek & Victor Gold Mldnp Company
Cresson Project
ac. A Joint Venture — AngloGold (Colorado) Corp., Manager
Tflu PHASE IVa
HIGH VOLUME SOLUTION COLLECTION PIPING LAYOUT
SHEET 1 OF 1
44 UNION BLVD.. SUITE
COLORADO 80228
GSL ""`° MAY, 2000
JOB NO.
GE 003 -2142
GE DIGITAL NO. D030
JFL
AS SHOWN DWG REV I#
2142DO30 10a 5