2019-12-13_REVISION - M1980244 ‎(57)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 12/13/2019
• Doc Name Note: Appendix 3 - 4
• Doc Name: Request For Amendment To Permit
• From: CC&V
• To: DRMS
• Type & Sequence: AM13
• Email Name: TC1
• Email Name: MAC
• Email Name: BFB
• Email Name: ERR
• Email Name: JPL
• Media Type: D
• Archive: No

LEGEND:
EXISTING GROUND CONTOURS NOTES:
PROPOSED CHANNEL CONTOURS 1. SEE DRAWING 520 FOR CHANNEL CROSS
- --\� �- SECTIONS AND DRAWING 525 FOR CHANNEL
�- PROPOSED CLOSURE CONTOURS SIZE AND LINING TABLE.
EXISTING ROADS/TRAILS 2. SEE DRAWING 530 FOR STILLING BASIN
DETAILS AND SIZING AND LOCATION TABLE.
���A���� \� A, _ ���. �_-- • EXISTING POWERPOLE
EXISTING POWER LINE
EXISTING CULVERT
` 0 1 PROPOSED VEGETATION
�v f PROPOSED TURF
010300 REINFORCED MAT (TRM)
PROPOSED RIPRAP
PROPOSED GROUTED RIPRAP
PROPOSED CHANNEL
ALIGNMENTS =� �`- -
SGOSA CHANNEL 2 ALIGNMENT TABLE
� - -STATION NORTHING FASTING DELTA (D M S) LENGTH (FT) RADIUS (FT)
PT 0+00.00 58,967.27 41,019.35
PC 0+94.07 58,930.29 40,929.86 029-30-56 216.31 419.90
SQUAW GULCH OSA `,.,. li ' ,o VLF2 C5 NEL 5 "DWG
PT 3+10 38 58 822 72 40 749 84
n, } CLOSURE SURFACE i i '� w i t 343 `' f � PC 7+89.67 58,469.58 40,425.79 008-04-09 122.63 870.78
=_aoo0 • i ; i \ PT 9+12.30 58,373.69 40,349.50
PC 14+90.73 57,896.83 40,022.11 009-11-58 32.11 200.00
0 100 200 FEET PT 15+22.84 57.871.93 40,001.90
10600 10600 PC 17+84.56 57,682.62 39,821.17 005-13-31 18.24 200.00
PT 18+02.80 57,668.87 39,809.20
:6.78 PC j 18+80.29 j 57,608.19 39.761.02 021-24-22 74.72 200.00
LV :63.58
PT 19+55.01 57,559.60 39,704.82
P\4 :24+18.8
PA :10 54.25 PC 20+41.75 57,516.03 39,629.82 D01-06-46 3.88 200.00
n
10400 � """ 10400 PT 20+45.63 57,514.05 39,626.48
+ "'N PC 22+92.48 57.385.95 39,415.47 019-43-34 68.86 200.00
N N O PT 23+61.34 57,340.89 39,363.85
uo W Ci PC 26+72.55 57,099.08 39,167.95 040-10-38 140.25 200.00
PROPOSED CHANNEL GRADING PT 28+12.79 56.969.12 39,123.39
_ T BOTTOM OF RIPR
-1 .7% 0 PC 30+90.22 56,691.75 39,129.03 005-36-09 19.56 200.00
10200 - 10200 a
CGJI PT 31+09.77 56.672.25 39,130.38
CLOSURESURFACE - - '- - - - - - _ � - - - - - - - -
_ 00 n PC 33+36.12 56,447.47 39,157.05 047-14-31 164.91 200.00
rn�
o ui a NG BASIN PT 35+01.03 1 56,309.22 39,238.12
N +N SE NOTE 2)
N0 +0 1
n N O)
N
W ...
m 4'i
10000 10000IL
K:15.98
In
VC:200.00
oPV STA:28+51.0 •• �••••
0 9900 PVI ELEV:10190.91 9900
Ne�N .ne �h nm mo n� m� �� - 3757i�
m N N h O, N n .')f N N 0 0 N • •'/i
�m �m �m W^ a0^ �n lOn T iA III"'• f
O Gp O O Q O D O O O O 00 0 0 00 00 00 00 00 00 0 0 0 0
6 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00 38+70
EXISTING GROUND J PROPOSED GROUND STATION, (FEET) }'
0
APPROVED 9Y: DISCLAIMER �N GLENT CRIPPLE CREEK AND VICTOR
0 0 100 200 FEET 0 100 200 FEET JN NEWFlELAS PRODUCED THE INFORMATION �RESETTEu . ewFlelds GOLD HITTING COMPANY
o c By: ON THIS DRAWING THROUGH THE USE OF AVAILABLE
o KCW RECOV NG�THISO DRAWING DOES NORMATION AND T GUARANTEE ANY PROJECT
m HORIZONTAL VERTICAL VLF/OSA CLOSURE DESIGN
DESIGNED gy: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
NO EXAGGERATION JNM EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TM.E muptue
o THE DATA OR DRAWING SHALL BE AT USER'S RISK SQUAW GULCH OSA CHANNEL 2 106.025.014P
o_ d 11/De/Le ISSUED l08 PLWm'IB�G JKP INM DRAWN er: AND WITHOUT ANY uAeILRY OR LEGAL
a REV DOTE DESCRIPTION TECH ENG JEP RESPONSIBILITY TO NEWFIELDS. PLAN AND PROFILE (2 OF 2) °`t221 o. A"