2019-09-30_REVISION - M1980244 ‎(5)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 9/30/2019
• Doc Name: Request for Technical Revision
• From: CC&V
• To: DRMS
• Type & Sequence: TR118
• Email Name: TC1
• Media Type: D
• Archive: No

EXISTING PHASE 2 J/f @})�j ji� //! W �� {Iti? LEGEND:
PERIMETER DIVERSION :/
/ �r( ��� �� � '� `i EXISTING GROUND CONTOURS
CHANNEL � � � )�'
NPHASE 28 GROUND CONTOURS
EXISTING PHASE EXISTING PHASE 2A GROUND CONTOURS
2 SEDIMENT PER �f ISOPACH CUT CONTOURS
POND ACCESS ROAD - .,. !f.. I � '
/,.• �i ,; j-� {�� �) �, ISOPACH ZERO CONTOUR
DRAIN COVER ISOPACH FILL CONTOURS
( . '
I�FILL STOCKPILE(/� EXISTING ROADS/TRAILS
EXISTING DRAINAGES
�41ti '
j1 g �i�r� ——————— SQUAW GULCH VLF PHASE LIMITS
�� o �,
j i lf4r 9850' BENCH 1\�A�AV� / / ' SQUAW GULCH 03A
NOTES:
(' PHASE 2A SQUASQUAW
N sa000 %f' ,li!Li _ /��J� GULCH VLF _ _-- - !. �� ,�, �''` —' i sir' 1. FOR INFORMATION ONLY.
EXISTING PERIMETER BENCH O —i��i �i�f f f �j - I iI � f ff (�lrj��` �Q f 2. THE ISOPACH SHOWN REPRESENT THE DIFFERENCE IN
ACCESS ROAD r' //1 / DS l ( o / ELEVATIONS BETWEEN THE PROPOSED PHASE 2A
9750' BENCH `� - �j, � �� �I f ff 0 I� _ GROUND CONTOURS AND THE 2017 FLYOVER EXISTING
����.��J ��I GROUND CONTOURS.
EXISTING
TOPSOIL c\ ` \\ 1 ` / ! ��\ 3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER
tlf \
STOCKPILE� � s= \ �ft ,1 r'1 r� ''� � FILL WITHIN THE GEOMEMBRANE LIMITS AND FINISHED
GRADE EVERYWHERE ELSE.
4. THE GEOMEMBRANE LIMITS IS SHOWN ON DRAWING A50
EXISTING `"C/�
RANDOM FILL j " r \ 'o 5. ALL FINISHED SLOPES WITHIN THE GEOMEMBRANE LIMITS
STOCKPILE �� / o, ��'` , ✓''. ~ \ \ p�do SHALL BE SHALLOWER THAN A 2H:1V SLOPE OR
JCS 1.5H:1V SLOPE OUTSIDE THE GEOMEMBRANE LIMITS,
UNLESS APPROVED BY THE ENGINEER OR THE OWNER.
\c' \ \ \ "o 6. IN AREAS WHERE 1' OR LESS OF CUT IS REQUIRED TO
PROPOSED ACHIEVE THE PROPOSED SUBGRADE SURFACE ELEVATION
PERIMETER ACCESS \ PHASE 2B SQUAW �\ \ r �� WITHIN THE GEOMEMBRANE LIMITS, THE EXISTING
h \ \ \ r\ -I GULCH VLF ��Ste~ NATURAL GROUND SURFACE CAN BE CONSIDERED TOP
ROAD \ l(\�\ \ J j, -- OF SUBGRADE WITH THE APPROVAL OF THE ENGINEER
\ 10,150' \ �J OR THE OWNER.
N 57000 ----�`/ \ \ \, /t BENCH
\� 7. IF EXCESS CUT IS PRESENT AFTER THE MASS
-� �ll, �� �f� EARTHWORK IS COMPLETED, THE CONTRACTOR CAN
EXISTING A�N. SPREAD AND COMPACT THE EXCESS MATERIAL AS
PHASE 1 A� /���� RANDOM FILL WITHIN THE SHALLOW AREAS OF THE PAD
SEDIMENT ,V � ,/�r f f �� __� �� AS DIRECTED BY THE ENGINEER.
POND f Iv' 8 NOT OVEB
EED AND USED AS UNACCEPTABLE
RAN OMAFlLL WILLRIAL BE HAUICH CAN
LED OFF
\� /y��� f v ,�� v -------- _—____ I �-v
� �'f � THE PAD AND STOCKPILED IN AN AREA PROVIDED BY
THE OWNER.
�� 9. THE CONTRACTOR SHALL PLACE FILL ON THE EXISTING
10 EXISTING PERIMETER
—_ — — HAUL ROAD AND IN THE EXISTING ROADSIDE DITCH TO
ACCESS ROAD EXI
STING HAUL ROAD
`� PROMOTE POSITIVE DRAINAGE A MINIMUM OF 2%
o I >,;/ -' �' �= L _'� ,���•,(SEE NOTE 9) \
SLOPE) TOWARDS THE EXISTING PHASE 1 PAD.
EXISTING PHASE
SQUAW GULCH VLF
11� LQ
16
Z
;
ReC757
���
�t
a
o o :•
I ''•••.....
0 200 400 FEET S,ONAL�
c�
`^ APPROVED BY: DISCLAIMER � ' CUEM CRIPPLE CREEK & VICTOR
Q J �NM NEWFlELDS PRODUCED THE INFORMATION PRESENTED • ewFlelds GOLD MINING COMPANY
16 o cNECREOJNM TECHNICAL NTFORMATIONING UANDGH TEXPERE CE.HE USE Or AVNLABLE PROJECT
i RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY SQUAW GULCH VLF PHASE 2
DESIGNED BY: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
d JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FlLENnME
`2 O -12-201 LSSUED FOR CONSTRUCTION JHP JNN THE DATA OR DRAWING SHALL BE AT USER'S RISK PHASE 2B SQUAW GULCH GRADING 0106.027.020M
DRAWN Br: AND WITHOUT ANY LIABILITY OR LEGAL PLAN ISOPACH DRAWING pNO. REVISION
a REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWRELDS. A4U O