2000-02-24_REVISION - M1980244 ‎(2)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 2/24/2000
• Doc Name: PHASE I II AND III EXTERNAL POND SECTIONS AND DETAILS
• Type & Sequence: TR33
• Media Type: M
• Archive: No

12" DIA. HDPE
DR1
EVA
1
SOI
CP7
�20.0'� \ CP11
CP10
CP14 <
�r �5.0'
12" DIA. DR11
HDPE SOLUTION
EVACUATION PIPE
�!,
4 ORM"
PLAN VIEW OF LDCRS SUMP
Scale in Feet
DWG t 0 5 10 20
1• = 10 feet
',
,
12" —+— 18" —— 12" —s'I
4 ) RISER PIPES SECTION
3 J NOT TO SCALE
1 & 3
EXTRUSION WELD HDPE
FLAP ON SOLUTION COLLECTION PIPE
/— EXTRUSION WELD HDPE
FLAP TO SANDBAG (TYP.)
�— HDPE SANDBAGS
NOTE:
��C71 SPACE STABILIZERS EVERY
10 FEET ALONG PIPE
SOLUTION EVACUATION PIPE STABILIZER
NOT TO SCALE
3
CP8
4
' 3
�2 EA. -8 DIA.
SCHED. 80 PVC
LDCRS PIPES
FH
mil. SMOOTH HDF
NE STIFFENER
TER OVER LDCRS
TO LOWER LINER
GEONET
80 mil. SMOOTH
GEOMEMBRANE
3
NOT TO SCALE
END CAP-
0.25 IN. DIA. AIR VENT HOLE
2 FT. STAIN ESS STEEL CLAMPS WITH
CLOSED1 CEL NEOPRENE GASKET
/ DIA. SCHED 80
PVC LDCRS PIPE 1 FT
CUPPER 80 MIL SMOOTH
HDPE GEOMEMBRANE
I
III
� HDPE
PIPE
_
SUMP RISER PIPES
I
LOWER 5' PERFORATED
1MIN.
1
1/2"
DIA. PERFORATIONS
ON 3"
CENTERS ALONG
f
I —
AXIS
OF PIPE
�
90.0'
LCRS GEONET
HDPE SMOOTH
I 1
LEAK DETECTION FILL
iII
�J
2.5 `
PIPE PERFORATION
DETAIL
3
NOT TO SCALE
END CAP-
0.25 IN. DIA. AIR VENT HOLE
2 FT. STAIN ESS STEEL CLAMPS WITH
CLOSED1 CEL NEOPRENE GASKET
/ DIA. SCHED 80
PVC LDCRS PIPE 1 FT
CUPPER 80 MIL SMOOTH
HDPE GEOMEMBRANE
2 LDCRS SUMP DETAIL
3 NOT TO SCALE
EF. DWGS. 2 h 3
3 EA. -6" DIA. STEEL
PIPE BOLLARDS SPACED
AT 4 FT. ON CENTER,
FILL WITH CONCRETE
4
GRADED TO DRAIN I
1 %MIN.
EL. 9,417.0
4
3000psi CONCRETE
LDCRS RISER PIPE DETAIL
6I
12" DIA. HDPE DR11
SOLUTION COLLECTION PIPE
3' LONG 3000psi 6'
CONCRETE CAST 2.5'
LOCATE STABILIZERS PER ROUND RISER PIPE
6 EVERY 10 FT.
3'
10 FT.
END CAP 6' o 0
MIN. o o
22 1 /2'
ELBOWW
BEND o 0
0
o ° 1' MIN. SOIL
LINER FILL
_J1 PIPE PERFORATIONS PERT
2.5 3
PLACE BULKHEAD IN PIPE TO
CONTAIN CONCRETE FILLING
FILL PIPE
WITH CONCRETE
LDCRS GEONET
80 mil. UPPER SMOOTH HDPE GEOMEMBRANE
80 mil. LOWER SMOOTH LLDPE GEOMEMBRANE
�1
2.5
12 IN
DIA.
E
SOLUTION EVACUATION PIPE SECTION
NOT TO SCALE
1,2• dr 3
ENGINEER'S STAMP N0. I REVISION DESCRIPTION US NOT
UNLESS � RC INIS HAND
ISSUED FOR CONSTRUCTION
DATE I BY ICHKD
2/15/00
NOT TO SCALE
2'
FLANGE
ANCHOR CONVEYOR BELT WITH
Ir4 EA. -36" LONG FORM STAKES
3 EA. -6" DIA. STEEL PIPE BOLLARDS
SPACED AT 4' ON CENTER, FILL WITH
CONCRETE
4'
4'
EL. 9417.0
CONCRETE
RECEIVED
FEB 24 2000
Permit Number #: W 1 %�fT D on of Mlnerds & Geobgy
Class: OPermit
Section/Exhibit:
r _.Class_._: .0.Re4i_._._:__
slon_._._._._._._._._._._. _._._._._._._._._._._._._._._.�
i ,
Type /Sec
' Class: 0 Report O H♦6enem J
Doc Type_______ —_
OApplication (Coal only) 0 Bond 0 Enforcement 0 Inspection — i�IUfifvlu11111111119N,
19584
p's���rrreee ripple Creek & Victor Gold Mining Company
�C Cresson Project
&V I A Joint Venture — AngloGold (Colorado) Corp.. Manager
>Tna PHASE 1/11/111
EXTERNAL POND SECTIONS AND DETAILS
— DnTN DAM DAn FEB. 2000
cRECEM BN Jas NO. 993 -2099
V - `�iLfl4l pavan® RAB DIGITAL No. D031
s �
APPROVED JFL
x
v' I SCA'a AS SHOWN D1G a SIT I
200 UNION BLVD. BURS 500, LUMWOOD, COLORADO 60226 PBa NO. 2099D031 Z
PHONE: [phone] FA&• [phone]
I
2 EA. -8 IN. DIA. SCHED. 80 LDCRS
_
SUMP RISER PIPES
LOWER 5' PERFORATED
1MIN.
1
3
16 FT. X 16
FT.
2
MINIMUM
UPPER 80 MIL
LCRS GEONET
HDPE SMOOTH
I 1
LEAK DETECTION FILL
GEOMEMBRANE LINER
�J
2.5 `
LLDPE LINER BOOT
WELDED TO UPPER
n .tea �'« =.0
GEOMEMBRANE
:.'';•'
. .....:... •.::..:..i :...
LOWER 80 MIL SMOOTH ..,:._-.::....•. �.:
f... «... .: o° 1
:•....;..f•.,�:;: } ""*'.'
LOWER 80 MIL.
LLDPE GEOMEMBRANE
r,..,. ..•�:;'
LINER .' • •. • :.
°
- •.+ •'• • ° 2.5
SMOOTH LLDPE
1 •.<.'.'�•'.: "::.i.f
%:. ?' +.:••:
GEOMEMBRANE
i' °
2.5 J: :..ts
i'..•. i:.
12 IN.
DIA.
END CAP
1'
MIN. SOIL LINER FILL i
I
2 LDCRS SUMP DETAIL
3 NOT TO SCALE
EF. DWGS. 2 h 3
3 EA. -6" DIA. STEEL
PIPE BOLLARDS SPACED
AT 4 FT. ON CENTER,
FILL WITH CONCRETE
4
GRADED TO DRAIN I
1 %MIN.
EL. 9,417.0
4
3000psi CONCRETE
LDCRS RISER PIPE DETAIL
6I
12" DIA. HDPE DR11
SOLUTION COLLECTION PIPE
3' LONG 3000psi 6'
CONCRETE CAST 2.5'
LOCATE STABILIZERS PER ROUND RISER PIPE
6 EVERY 10 FT.
3'
10 FT.
END CAP 6' o 0
MIN. o o
22 1 /2'
ELBOWW
BEND o 0
0
o ° 1' MIN. SOIL
LINER FILL
_J1 PIPE PERFORATIONS PERT
2.5 3
PLACE BULKHEAD IN PIPE TO
CONTAIN CONCRETE FILLING
FILL PIPE
WITH CONCRETE
LDCRS GEONET
80 mil. UPPER SMOOTH HDPE GEOMEMBRANE
80 mil. LOWER SMOOTH LLDPE GEOMEMBRANE
�1
2.5
12 IN
DIA.
E
SOLUTION EVACUATION PIPE SECTION
NOT TO SCALE
1,2• dr 3
ENGINEER'S STAMP N0. I REVISION DESCRIPTION US NOT
UNLESS � RC INIS HAND
ISSUED FOR CONSTRUCTION
DATE I BY ICHKD
2/15/00
NOT TO SCALE
2'
FLANGE
ANCHOR CONVEYOR BELT WITH
Ir4 EA. -36" LONG FORM STAKES
3 EA. -6" DIA. STEEL PIPE BOLLARDS
SPACED AT 4' ON CENTER, FILL WITH
CONCRETE
4'
4'
EL. 9417.0
CONCRETE
RECEIVED
FEB 24 2000
Permit Number #: W 1 %�fT D on of Mlnerds & Geobgy
Class: OPermit
Section/Exhibit:
r _.Class_._: .0.Re4i_._._:__
slon_._._._._._._._._._._. _._._._._._._._._._._._._._._.�
i ,
Type /Sec
' Class: 0 Report O H♦6enem J
Doc Type_______ —_
OApplication (Coal only) 0 Bond 0 Enforcement 0 Inspection — i�IUfifvlu11111111119N,
19584
p's���rrreee ripple Creek & Victor Gold Mining Company
�C Cresson Project
&V I A Joint Venture — AngloGold (Colorado) Corp.. Manager
>Tna PHASE 1/11/111
EXTERNAL POND SECTIONS AND DETAILS
— DnTN DAM DAn FEB. 2000
cRECEM BN Jas NO. 993 -2099
V - `�iLfl4l pavan® RAB DIGITAL No. D031
s �
APPROVED JFL
x
v' I SCA'a AS SHOWN D1G a SIT I
200 UNION BLVD. BURS 500, LUMWOOD, COLORADO 60226 PBa NO. 2099D031 Z
PHONE: [phone] FA&• [phone]
I