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

FUTURE MILL
AREA
/ �� 2./� / f 3 PERIMETER ROAD
/ - 15' MINIMUM
7.5'
1 I !/// � -�7--r-1 1 \
PROFILE
6k POINTREFERENCE 400
PREPARED
S S
FUTURE I' MINIMUM. F,''
SOIL LINER FILL
FUTURE GEO 50 MEM mil
LLDPE BRANE
TYPICAL SOUTH PERIMETER ROAD
STATIONS PM1+09.20 5+16.33
LIMITS Of NTS
PROVIDED BY FORESIGHT W
su ING
LEGEND: 100 0 100 200 FEET
EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) PERIMETER ROAD
15' MINIMUM
EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) 7.5'
PROPOSED GROUND SURFACE CONTOUR AND EL FEET
------- DAYLIGHT LINE
F`M6+OO
CONSTRUCTION ROAD CENTERLINE PIA STA PMI+80.51 A- PM.4+56.?O 2' MINIMUM DRAIN
PVl ELEV 9 1 82--0 , - .0880.94 10100 77 COVER FILL
10100 0 %N'E.V
EXISTING UNIMPROVED ROAD/TRAILS A.D. 6.47
K = 7.73 p 4.09 PROFILE-/
EXISTING GEOMEMBRANE LINER LIMITS 0 co REFERENCE
0
G—G-- EXISTING GAS LINE 1In6c POINT
PREPARED PREPARED
Nw NOD SUBGRADE SUBG DE
EXISTING POWERUNES a M. 20
JIM 0 FUTURE 1' MINIMUM 1' MINIM SOIL
0. + SOIL LINER FILL 3 a20 LINER EXISTING PIPELINE 0.
+FD FUTURE 80 mil 80 mil LLDPE
LLDPE GEOMEMBRANE GEOMEMBRANE
9900
RETAINING WALL 9900
SOUTH-PERIM ETER ROAD
Fit ISH GRADE 5.0 X
TYPICAL SOUTH PERIMETER ROAD
(.0(% 17. 3 (M2
............. ��2 0 STATIONS PMO+00 PM1+09.20
NITS
..............
9700 I EKISTING GROUND 9700 0
8
%
oo 1,
i "; - . Il ,
.0 coo M p. 6" gr�: ;zl') p 6 go �o IN
0
.01
100
Pm0+00 PIA2+00 PIV14+00
0 100 200 FEET 100 0 100 200 FEET .1
VERTICAL SCALE HORIZONTAL SCALE
VERTICAL EXAGGERATION =lX
REFERENCE:
EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES NOTES: CLIENT CRIPPLE CREEK & VICTOR
RECV FRO FORES.HT WEST SURNFYING,INC.; GOLD MINING COMPANY
SQUAW GULCH BASE T01:10-PHASE 1 - REMSED.DWG 1. COMPACTED SOIL LINER FILL OR OTHER FILL APPROVED BY PROJECT
(REC"MARCH 14,2010) THE MANAGER TO BACKFILL ANCHOR TRENCH. ANCHOR
SQUAW GULCH BAK TORO PH SE 2.0*G SOUTH PERIMETER ROAD SETOUT DATA MILL SITE EARTHWORKS
(RECV APRIL 24.20IC) DELTA RADIUS LENGTH TRENCHES INTERNAL TO THE VLF WILL BE BACKFILLED WITH
SQUAW GULCH BASE TORO PHASE 3.DWO STATION NORTHING EAST SOIL LINER FILL FOR THE UPPER 1FT (MIN.).
(RECV MAY 4,2010' ING (D-M-S) (FT) (FT) TITLE
CCV T(.)PO EXPANSiON �2-29-10 NORTH AREA_DWG - 2. REFER TO PROJECT SPECIFICATIONS REGARDING MINIMUM DRAIN OVERBURDEN STORAGE AREA
(RECV JANUARY 13,20`1) PC PMO+OO,, 54525.50 36152.40 COVER FILL DEPTHS FOR WORKING OVER GEOSYNTHETICS A JNM
CCV TOPO EXPANSION 01-28-11 SOUTH AREA.DWG PIPING WITH RUBBER TIRE OR TRACK MOUNTED EQUIPMEZI) 1 18/16/12 1 RE-ISSUED FOR CONSTRUCTION SOUTH PERIMETER ROAD
(RECV JANUARY 2.8,2011,1 06-42-11
L JNM A SH67 TOP 7-07-11OWG . N AND PROFILE
(RECV JULY 11,2011) PRC PM4+42.2;5 54646.60 36577,40 - 3 RAUL ROAD WIDTH IS 80ft AND CONSTRUCTION BENCH WIDTH 0 1 3/02/12 ISSUED FOR CONSTRUCTION JNM PLAN
P
C�-
VLF2 TORO EXPANSION 8-05-11.1DWC 42-27-25 100 74.10 IS 15FT. DISCLAIMER DESIGNED BY I CUT CHECKED BY JNM
(RECV AUGUST 9.2011)
0902.8-COMOSITE- RD MLE LIMITS.OW-1 4. BEFORE TRAFFIC CAN ACCESS THE HAUL ROAD, ORE WILL BE AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
(RECV MAY 28,2010 FROM.CCALV) PLACED ABOVE THE DRAIN COVER FILL TO A MINIMUM USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY APPROVED BY JNM
E RTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
THICKNESS AS REQUIRED BY THE VEHICLE TYPE. TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAME ILENA [PAWING No REV
ADAPTATION OF THE DATA OR CONTENTS OF THIS DWING SHALL BE AT USER'S
SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RREASPONSIBILITY TO AMEC. ameO 7420125GPO2 A420 1