2016-03-07_HYDROLOGY - M1980244

• Permit No: M1980244
• IBM Index Class Name: Hydrology
• Doc Date: 3/7/2016
• Doc Name: Response to DRMS Drainage Question
• From: Neumont
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

_
__, VI \.,t, `- ' LEGEND:
�_` �- DOSTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY)
EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
ti
+ PROPOSED GROUND SURFACE CONTOUR AND EL FEET
--- DAYLIGHT LINE
\ _ _ �'�� ` YM6+00
\\\ E P \ \ \ e 1 '-=`�� CONTAINMENT BERM CENTERLINE
�� \ \ _ \ �. _ _ `�����•�--��'�� _:`_�- __=G= EXISTING UNIMPROVED ROAD/TRAILS
EXISTING GEOMEMBRANE LINER LIMITS
EXISTING GAS LINE
` ` \ \\ \ \ \ ..\\ \ \ \ \ \ ..\•�\�--_' ._--`�� �_ �E-E-i EXISTING POWERUNES
EXISTING PIPELINE
LIMITS OF 80 mil SINGLE-SIDED TEXTURED
F�IL7T�TU�gRE•MILS* ` \ \ \ \,.,`� ,`-._\.. oo (TEXTURED FACE DOWN) LLDPE GEOMEMBRANE
\ � �� _ �;_ '`-`,,c;~ ���:_•-\��'�- NOTES:
1. THE CONTOURS REPRESENT THE TOP OF THE SOIL LINER FILL SURFACE IN AREAS
WHERE SOIL LINER FILL WILL BE REQUIRED AND FINISHED GRADE EVERYWHERE ELSE.
SEE DRAWING A120 FOR THE LIMITS OF THE PROPOSED MILL SITE EARTHWORKS SOIL
�COIZTAINMENT BERM \ \ \ `S\ - LINER FILL AND THE FUTURE SQUAW GULCH VLF SOIL LINER FILL
2. SOIL LINER FILL HAS A MINIMUM DEPTH OF 1'.
IN THE AREAS OF THE FUTURE SQUAW GULCH VLF SOIL LINER FILL, THE CONTRACTOR
WILL FILL TO THE BOTTOM OF THE FUTURE SOIL LINER FILL AS PART OF THE MILL
SITE EARTHWORKS.
\ - \ CONTAINMENT BERM CENTERLINE
DELTA RADIUS LENGTH
STATION NORTHING FASTING (D-M-S) (FT) (FT)
PI YMO+00 54383.91 37087.00
PI YMO+22.06 54400.77 37072.78
PC YMO+92.06 54465.34 37099.62
\•. `""- \. '" .. ' � \\...: PT YM1+16.41 54485.66 37091.55
89 43 59 15.55 24.35
`, _ -. ,•�\ - \ \ �' \ r,-, \ "` ,-���__�_ - PT YM9+34.04 88 57 11 120 186.3
54887.54 36445.92
`--`_
�'`�'`•-' \\ "� ---
PC YM1 0+76.34 55019.53 36499.1
CEOPT YM10+89.12 55031.E 36503.28 05-37-57 130 12.78
PC YM13+53.50 55285.34 36577.52
07-29-50 50 6.54
100 0 100 200 FEET PT YM13+60.04 55291.48 36579.77
REFERENCE:
PC YM15+58.36 55472.92 36659.82
EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING 1'HE FOLLOWING FILES 19-38-39 90 30.86
RECV FROM FORESIGHT WEST SURVEYING,INC.: PT YM15+89.21 55498.49 36676.82
SQUAW GULCH HOSE TOPO- PHASE i -REVISED.DWC i
(RECV MARCH 14,2010) n I I PC YM16+58.78 55548.99 36724.67
SQUAW GULCH BASE TOPO - PHASE 2.DWG N
(RECV APRIL 24,2010)
SQUAW GULCH BASE TOPO- PHASE 3.DWG t010o OB-40-39 50 7.57
(RECV MAY 4,2010) 10100 w I
PT
CC'V TOPO EXPANSION 12-29-10 NORTH AREA.DWG - --- -
(RECv JANUARr 13.zm,) II II d o O1 d g PC YM16+73.32 55560.59 36733.41
�o
C^v TOPO EX SIGN 01-28-11 SOUTH AREAOWG > +� +� 26-10-57 120 54.84
(RE JANUARY 28. 2011) ¢ In .. O
SH67 TDPO 2 07 1I.DWG }'"' _--�m PT YM17+28.16 55597.0E 36773.72
(RECY DULY,t,2011) rn 5 p II II
VL,-2 TOPO EXPANSION B-Ds-n.DWG 5a a II> -.. _- II II -... -.. _ II II PI YM17+65.82 55615.34 36806.65
(RE AUGUST 9 201+) w -- W _-
03C28-CCM.S�TE TOPO MtE UMIT9.OBG ¢w <� ¢w CONTAINMENT BERM
(R'Gti kA+28.2O%0 FROM CC4V) - •61$ r I W
,77; � - # FINISH GRADE
._ �333 S a - - --
9900 - i 3� I 6 y .2 %9900 �GIS
1 7 •
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� A_`�11w�11
'~ _J�}..A:9y' +•�a� �.T`ti� "�,? t f_� L> l\ Y ly ''` '- t. r`,,` Y 1y.:I _ ��// �O e
•1 !,
9700 BURDEN TERWL - C 9700OU
NU 1,11 NU
••'••..... •• ��
I � I
MN �g yqj g win n C�8 '°8 8 ^.A �� �N �• �S qs Rg qg �� �� 8 GLENF CRIPPLE CREEK & VICTOR
o
rn rn� rn� m� rn� m� w o'om m� ro� w� n$ 1� g n1 n2 - n. n� ^� n� n� n� �� ^4 nR mrn ro� ro� ro� GOLD MINING COMPANY
PROJECT
MILL SITE EARTHWORKS
YMO+00 YM2+00 YM4+00 YM6+00 YM8+00 YM10+00 YM12+00 YM14+00 YM16+00 TITLE
lz
OVERBURDEN STORAGE AREA
100 0 100 200 FEET 100 0 100 200 FEET RE-ISSUED FOR OONSIT2UCNON IN M CONTAINMENT BERM
JNM
O 3/D6/12 ISSUED FOR CONSTRUCTION JNM PLAN AND PROFILE
VERTICAL SCALE HORIZONTAL SCALE I I CMT
VERTICAL EXAGGERATION =1X DISCLAIMER
DESIGNED BY CMT I CHECKED BY JNM
AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CMT APPROVED BY JNM
EFFORTS.RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAME DRAWING No REV
0 2 8/16/12 RE-ISSUED FOR CONSTRUCTION JNM JNM SOLE RISK HAND WITHOUT AANY LIABILITY OR LEGAL RESPONSIBILITY TO AIMED.USER'S amee74201125GP04 I Al 60 2