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

y MILL ACCESS ROAD WM
DELTA RADIUS LENGTH �; v
STATION NORTHING EASTING (D-M-S) (FT) (FT)
z-
PI WMO+00 55139.15 37725.4 E 37,600 - ROAD
PC WMO+63.44 55163.05 37666.63
N it
------ - 57-51-45 173.5 175.22
\ . I
FUTURE MILL PT wMz+36.ss ssz93.s 37ss1.11
AREA PC WM4+92.38 55543.46 37517 ��
PCC WM4+99.75 55550.64 37515.34
174-18-12 97 295.09 �A %
I ,� t \;(�\\ \•\`1�\ / - PRC WM7+94.84 55506.67 37326.64
09-07-44 65 10.36 � FUTURE
x� PCC WM8+05.20 55496.38 37327.66 \ �- MILL --5
(1I\IX\ ly\ ` I 176-16-04 103 316.87
\)\1 l; ` •\-�\1``\_ '` _ MILL ACCESS ROAD WM �Q PT:. . '.WM11+22.08 55485.58 37122.06 - AREA
Y PC WM12+35.10 55598.2 37112.46
131-04-16 97 221.9 ROAD XM
PT WM14+57 55657.41 36946.1
PI WM17+54 55443.97 36739.57
N
I ti MILL ACCESS ROAD XM
j; ( DELTA RADIUS LENGTH
STATION NORTHING EASTING (D-M S) (FT) (FT)
-
i Pt XM0+00 55504.06 37327.05'
PC XM2+05.61 55301.55 37362.51
34-19-07 53 31.75
PT XM2+37.35 55270.53 37358.57
LEGEND: 100 0 100 200 FEET PI XM2+74.46 55236.73 i 37343;.5 100 0 100 200 FEET
EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
PROPOSED GROUND SURFACE CONTOUR AND EL. FEET
-----. DAYLIGHT LINE
PVI-:STA = WM2+15.96
i- - -� CENTERLINE UNE PVI ELEV = 9982.41
10200 A.D. 6.48 10200
EXISTING UNIMPROVED ROAD/TRAILS K = 15.43
100.00' VC
____. ...... .... .............. ."__. ............. _.."__. _. ..........i ............ ___- __
HIGH POINT ELEV- 10059.98 j I 10100 tO -m 10100
I MILL ACCESS OAD +aD
10400 HIGH POINT STA= WMO+02. '+
PVI STA= WMO+51.16 I ' FINISH GRADE
PVI ELEV= 10060.05 - _____.._. -......_.......... ......."_ .._...... __, L._._..- {-- -----i ---- ! ... ........ ------ -.. ....--- --i"-- ------------ --- ---- M FlNI� I I..0
A.D. _ -8.14 I o
K = 12.28. PVI STA= WM8+51.48 '. + 10300 10000 -8.03X SX.10000
10300...... -'-PVI ELEV-9996.0
10O.D0' VC I 1.D. _ -0.07 I .....
K = 1451.25
m 10 ."_ .... ..... ................. ......._...____ ..{..... _.....4 .............. _-____... ... ........ _...- .. i........ I PVI STA= WM16+97.71- �
o ! PVI ELEV= 9927.74 -TIE IN TO
o 0 100.00, VC I i A.D. = 4.52 ,. woo ! RILL OAD WMESS - 9900 MILL AREA AT
PE IN TO TURE
10200-- o o--" - {p -" I , - K a 22 12 . 10200 EXISTING STATION WM2+74.46
Y N pGRO
- UND
o o .......
a m I i 100,00 VC
_. _
i
m w W - rn I I __-a°�°.__.L.. r^,I 10100 9800 9800
10100 - fiw�• .
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0. mm >W I rnm �a ---
_.
w ............. .......I ............... ..-._..........._' ........._ ......."_..
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':ROAD
-!..-STATION WM7O ILL _� SX o,rn mrn �rn mrn �rn mrn
TIE IN TO ILL °'m O1 rn rn m rn m
ACCESS ROAD XM AT
_i
9y� - �-r-----}------ 9900 XM0+00 XM7+00 XM2+00 XM3+00
EXISTING GROUND E IN TO FUTURE MILL AREA
� rn D O100Ern (y► Qar_`NE
y e'�
100 0 100 200 FEET 100 0 100 200 FEET
AT STATION WM17+54.00
N mn o " o „?m p n n O ppz VERTICAL SCALE HORIZONTAL SCALE
O1 m N rnm VERTICAL EXAGGERATION =1X
� .,i 6 NN< M � mNN ^ 00 Nm On � �� mN Y M � "m0 m r %
O rno rn0 mo 08 opp o0 'pp o 200 rnmpp mmo 0 C
-m OV ;�•�
0-.
WMo+00 wM1+00 WM2+00 WM3+00 WM4+00 WM5+00 WM6+00 WM7+00 wM8+00 WM9+00 WM10+00 WM11+00 WM12+00 WM13+00 WM14+00 WM15+00 WM16+00 WM17+00 WM18+00 CLIENT CRIPPLE CREEK & VICTOR
RFFER1-NCT.:� GOLD MINING COMPANY
100 0 100 200 FEET 100 0 100 200 FEET O PROJECT
EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING'FILESmmti MILL SITE EARTHWORKS
FXi FF,`M FORESIGHT'WEST SURVEYING, INC.: ��•
SQUAW GULCH BASE TOPO - PHASE i -RE'JISED.DWG VERTICAL SCALE HORIZONTAL SCALE c'r` TITLE
(RECV MARCH 14,2G111) VERTICAL EXAGGERATION =1X .SIO......�v"
SOVAW GULCH BASE TOPO--PHASE 2.DWG NJ41. OVERBURDEN STORAGE AREA
(REC`=APRiI 24, 2010')
SQUAW GULCH EASE'.TOPO-PHASE::3.OWG MILL ACCESS
'RECV MAY 5, ION 1 IN PLAN AND PROFILE
C(.'V'TOPC EXPANSION i'?--29--t0 NORTH AREA DwG
(RECV JANUARY 13,2011) 0 3/02/12 ISSUED FOR CONSTRUCTION
T.
G'.-TGPO EXPANSION Oi--28-ii SnUTH ARC:A.DWG DISCLAIMER DESIGNED BY CAR CHECKED BY JNM
(RECV JANUARY 28,2011)
SH67 TOPO 7-07-11.OwG AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
W (RECV JULY 11, 2011) USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CMT APPROVED BY JNM
7 VLF2 TEPID EXPANSION 8-05--1 LDWG EFFORTS.RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
u (RECV AUGUST y 2011) TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR RLENAME DRAWING No REV
S 09OzEC-v MY 28,T201 MR L.IMIC&V)O ADAPSOLETRISKN OF THE AND WITHOUTA OR ANY UAB�ttSORF THIS LEGAL RESPONSIBILITY TO AMECWING SHALL BE AT SER'S am 74201125KP01 A410 0
(RECV MAY 28,2010 FROM CChVJ
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