2011-09-09_REVISION - M1981185 ‎(48)‎

• Permit No: M1981185
• IBM Index Class Name: REVISION
• Doc Date: 9/9/2011
• Doc Name: More Figures- Part 2
• From: R Squared, Inc.
• To: DRMS
• Type & Sequence: CN1
• Media Type: D
• Archive: No

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9210
18' F.E.S.
STA: 1 +00
INV. 9205.0
NOTES
0 INSTALL TYPE "C" INLET WITH CLOSE MESH GRATE.
RE: C.D.O.T. STANDARD PLAN No. M- 604 -10.
20 INSTALL 4 FT. DIAMETER CONCRETE MANHOLE.
RE: C.D.O.T. STANDARD PLAN No. M- 604 -20.
0 INSTALL CONCRETE COLLAR. RE: DETAIL THIS SHEET.
® INSTALL 18" H.D.P.E. FLARED END SECTION.
05 INSTALL 18" THICK TYPE "M" RIPRAP PAD. RE: DETAIL THIS SHEET.
© INSTALL 18" H.D.P.E. ON SURFACE.
RE: C.D.O.T. STANDARD PLAN No. M- 208 -1.
STORMWATER CONTROL NOTES
INSTALL EROSION CONTROL WATTLES.
SEE: BMP DETAILS, FIG BMP 2.
INSTALL DIVERSION DITCH.
SEE: BMP DETAILS, FIG BMP 9.
INSTALL SEDIMENT BASIN.
SEE: BMP DETAILS, FIG BMP 7.
(DD)
RE: C.D.O.T. STANDARD PLAN No. M- 603 -10.
INSTALL INLET PROTECTION. / ,
SEE: BMP DETAILS, FIG BMP 10. i .:: . C.
Affected Mine
Area Bundary:
WILDCAT MINING CORPO
AiffeQtea lvilne
LOCATED IN SECTION 21 AND SECTION +28
T. 36 N., R. 11 W., N.M.P.M.
LA PLATA COUNTY, STATE OF COLORADO
I'' 1
I
l
1 I I I !I
1'' 11 I 1 ...I \ 10
1` 11 \'.. -1 I N:.•:,\ \'_ N6o,:C
•
it h\ ? \ ;5' » I ..,a• �;'
1 „ ' tI
1 I I I .
I 11 I I
I . I
AT I O N
I I :..I 1 1 I 1 •1
Affected Mine ■,
Area Bouisdary' II
\
oiit�c�ary\ \, •� �
9240
9230
9220
9200
STORM SEWER PROFILE
CLC ASSOCIATES
IDAHO
R Squared Inc.
MAYD
No.
MAY
No.
M ° YDAY
No. 3
ao
9210
NORTH
KEY MAP •
N.T.S. NORTH
MAYDAY
EAST
SECTION 28
I\
AY \
■
1
Z1 1\\\
CONCRETE COLLAR DETAIL / NOTES:
CONTRACTOR TO POUR A CONCRETE COLLAR AROUND THE
'BELL CONNECTIONS ALONG THE H.D.P.E. THE CONCRETE
COLLAR SHALL BE A MINIMUM OF 18' THICK ON ALL SIDES
AND EXTEND 2 FEET PAST EITHER SIDE OF THE PIPE
CONNECTION POINT / JOINT, AND SHALL BE A MINIMUM OF
TWO CUBIC YARDS.
2. THE CONCRETE COLLAR SHALL BE 3000 PSI (MIN) AND
SHALL BE COMPACTED BY THE CONTRACTOR USING A
HAND VIBRATOR OR SIMILAR DEVICE.
LEGEND
EXISTING 1 FOOT CONTOURS
EXISTING 5 FOOT CONTOURS
PROPOSED I FOOT CONTOURS
PROPOSED 5 FOOT CONTOURS
PROPOSED STRUCTURE /BUILDING
PROPOSED STORM PIPE
szmomas
• PROPOSED STORM INLET
PROPOSED STORM MANHOLE
■ M ■
❑ M
SCALE: 1' = 60'
WILDCAT MINING CORPORATION
5555 DTC PARKWAY
SUITE A -4000
GREENWOOD VILLAGE, CO 60111
EXHIBIT D, ATTACHMENT D-2
MAY DAY NO. 1
PORTAL REPAIR AND
STORMWATER CONTROL PLAN
PREPARED BY: JJA
REVIEWED BY: DJM
REVISION DATE: 09-02 - 1 1
FIGURE D -2
INLET
HO-1
(TYPE '
STA: 2 +72.6
TOG: 9:47.00
INV OUT: 92325
/
/
1ST. GROUND /
I
I
MH MD•1 /
STA: 2 +08.6 I)
RIM: 9234.0± I
INV IN: 9222'
INV OUT: 9 ".6
/
PROP. G
DE i
v£
4
_-
I
t �
CONC.
42% qz%
41B " );pYE ®
_
,
COLLAR
.6
/ F
AR
/
A �
c
\ /
\ '1 1 '/
1 I
\ '• 1 1 .`.'; 1 \ ,:1 1 1 I ,!. 1 1 I ' „ / ' i I �.
1 .1 I 1 I I I 1 1 1 ,..\ II I , \ ,
1 1 I'.1 1 \::\ \••`
I ; ' I : 1 1 1 ..1 1 I \
9210
18' F.E.S.
STA: 1 +00
INV. 9205.0
NOTES
0 INSTALL TYPE "C" INLET WITH CLOSE MESH GRATE.
RE: C.D.O.T. STANDARD PLAN No. M- 604 -10.
20 INSTALL 4 FT. DIAMETER CONCRETE MANHOLE.
RE: C.D.O.T. STANDARD PLAN No. M- 604 -20.
0 INSTALL CONCRETE COLLAR. RE: DETAIL THIS SHEET.
® INSTALL 18" H.D.P.E. FLARED END SECTION.
05 INSTALL 18" THICK TYPE "M" RIPRAP PAD. RE: DETAIL THIS SHEET.
© INSTALL 18" H.D.P.E. ON SURFACE.
RE: C.D.O.T. STANDARD PLAN No. M- 208 -1.
STORMWATER CONTROL NOTES
INSTALL EROSION CONTROL WATTLES.
SEE: BMP DETAILS, FIG BMP 2.
INSTALL DIVERSION DITCH.
SEE: BMP DETAILS, FIG BMP 9.
INSTALL SEDIMENT BASIN.
SEE: BMP DETAILS, FIG BMP 7.
(DD)
RE: C.D.O.T. STANDARD PLAN No. M- 603 -10.
INSTALL INLET PROTECTION. / ,
SEE: BMP DETAILS, FIG BMP 10. i .:: . C.
Affected Mine
Area Bundary:
WILDCAT MINING CORPO
AiffeQtea lvilne
LOCATED IN SECTION 21 AND SECTION +28
T. 36 N., R. 11 W., N.M.P.M.
LA PLATA COUNTY, STATE OF COLORADO
I'' 1
I
l
1 I I I !I
1'' 11 I 1 ...I \ 10
1` 11 \'.. -1 I N:.•:,\ \'_ N6o,:C
•
it h\ ? \ ;5' » I ..,a• �;'
1 „ ' tI
1 I I I .
I 11 I I
I . I
AT I O N
I I :..I 1 1 I 1 •1
Affected Mine ■,
Area Bouisdary' II
\
oiit�c�ary\ \, •� �
9240
9230
9220
9200
STORM SEWER PROFILE
CLC ASSOCIATES
IDAHO
R Squared Inc.
MAYD
No.
MAY
No.
M ° YDAY
No. 3
ao
9210
NORTH
KEY MAP •
N.T.S. NORTH
MAYDAY
EAST
SECTION 28
I\
AY \
■
1
Z1 1\\\
CONCRETE COLLAR DETAIL / NOTES:
CONTRACTOR TO POUR A CONCRETE COLLAR AROUND THE
'BELL CONNECTIONS ALONG THE H.D.P.E. THE CONCRETE
COLLAR SHALL BE A MINIMUM OF 18' THICK ON ALL SIDES
AND EXTEND 2 FEET PAST EITHER SIDE OF THE PIPE
CONNECTION POINT / JOINT, AND SHALL BE A MINIMUM OF
TWO CUBIC YARDS.
2. THE CONCRETE COLLAR SHALL BE 3000 PSI (MIN) AND
SHALL BE COMPACTED BY THE CONTRACTOR USING A
HAND VIBRATOR OR SIMILAR DEVICE.
LEGEND
EXISTING 1 FOOT CONTOURS
EXISTING 5 FOOT CONTOURS
PROPOSED I FOOT CONTOURS
PROPOSED 5 FOOT CONTOURS
PROPOSED STRUCTURE /BUILDING
PROPOSED STORM PIPE
szmomas
• PROPOSED STORM INLET
PROPOSED STORM MANHOLE
■ M ■
❑ M
SCALE: 1' = 60'
WILDCAT MINING CORPORATION
5555 DTC PARKWAY
SUITE A -4000
GREENWOOD VILLAGE, CO 60111
EXHIBIT D, ATTACHMENT D-2
MAY DAY NO. 1
PORTAL REPAIR AND
STORMWATER CONTROL PLAN
PREPARED BY: JJA
REVIEWED BY: DJM
REVISION DATE: 09-02 - 1 1
FIGURE D -2