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2019-12-13_REVISION - M1980244 (57)
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2019-12-13_REVISION - M1980244 (57)
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Entry Properties
Last modified
1/7/2025 2:20:15 AM
Creation date
12/16/2019 3:16:25 PM
Metadata
Fields
Template:
DRMS Permit Index
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
MAC
BFB
ERR
JPL
Media Type
D
Archive
No
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Z <br /> � T <br /> DWG ' o / EXISTING GROUND CONTOURS <br /> SGOSA CHANNEL 1 SCHIST ISLAND CHANNEL 3 ALIGNMENT TABLE � / <br /> E 36000 i 210 �•. — — PROPOSED CHANNEL CONTOURS <br /> DELTA LENGTH RADIUS <br /> j STATION NORTHING BASf�iG (D—H_S) (FT) (FT) SECONDARY CHANNEL CONTOURS <br /> PROPOSED CLOSURE CONTOURS <br /> PT 0+00.00 61,240.95 35,681.34 <br /> PHASE 3 SCHIST ISLAND EXISTING ROADS/TRAILS <br /> I �I <br /> PC 4+98.82 60,742.86 35,708.53 028-49-45 42.21 83.89 <br /> CLOSURE SURFACE <br /> PT 5+41.04 60,701.90 35,700.35 PROPOSED RIPRAP <br /> � -�`=------ --------- R R PRAP <br /> ----- — -� <br /> PC 5t66.27 60,679 17 35,689 40 066 51 09 37 09 31 79 � PROPOSED GROUTED D R <br /> _ ----- - PROPOSED CONCRETE <br /> 61.20 35,659.34 <br /> PT 6+03 36 60 6 <br /> PROPOSED CHANNEL - <br /> 950�--=—�"'�' STILLING BASIN <br /> SCHIST ISLAND % (SEE NOTE 2) DWG SCHIST ISLAND 1. SEE DRAWING 520 FOR CHANNEL CROSS SECTIONS AND DRAWING 525 <br /> CHANNEL 2 260 CHANNEL 4 �`� FOR CHANNEL SIZE AND LINING TABLE. <br /> DWG -` - 'ti •_} 2. SEE DRAWING 530 FOR STILLING BASIN DETAILS AND SIZING AND <br /> E 35500 240 '--�9g _ i . -_y_ +. 1 __..--_ LOCATION TABLE. <br /> i ---- <br /> a � <br /> cc <br /> 0 100 200 FEET <br /> K:9.88 <br /> LVC:20.00 <br /> 10200 PVI A:3+25.0 K:1.87 10200 <br /> PVI :9951.42 <br /> BVC 3+15.00 VI STA:5+32. <br /> BVC 9952.13 p P :9 41. 1 <br /> EVC : 3+35.00 <br /> EVC 9950.51 <br /> CR <br /> o' <br /> T <br /> Of <br /> 10000 EXISTING GROUND 10000 <br /> U W <br /> U �U <br /> a —7, <br /> mm. <br /> Z -9.1 _ - - 2 <br /> O O <br /> a ` K.2.71 <br /> N PROPOSED CHAN LVC:20.00 <br /> AT TOP OF PVI STA:4+11.5 <br /> ro PVI ELEV:9943.53 <br /> 0 9800 BVCS,BVCF, 4+01.46 9800 <br /> 44 <br /> 1 --- — <br /> a EVCS: 4+21.46 <br /> EVCE- 9943.35 <br /> a <br /> a <br /> 0 <br /> 0 <br /> 0 <br /> GRADE BREAK A - 6+14.7 ;• <br /> E LEV - 9917.137 •••• ! <br /> pai 9600 9600 _ <br /> N <br /> g m e I `l <br /> Y o, Q to of Q 0' <br /> 0+00 2+00 4+00 6+00 <br /> STATION, (FEET) EXISTING PROPOSED <br /> GROUND GROUND <br /> ELEVATION ELEVATION <br /> ci 0 100 200 FEET 0 100 200 FEET APPROVED BY: ' CLEIJT CRIPPLE 1CRRTETIETK AND VICTOR <br /> Ln JN NEWFIELDS ?RODUCED DISCLAIMER <br /> INFORMATION PRESENTED ■NeWFieldS GOLD MINING COMPANY <br /> p HORIZONTAL VERTICAL CHUM BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJECT <br /> TECHNIDo CE <br /> 140EXAGGERATION KCW RECEMNG THISORMATION DRAWING�DOES NOTI�GUARANTEE ANY VLF/0SA CLOSURE DESIGN <br /> DESIGNED gY. RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> u JNM EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE <br /> aP A 11/08/19 Issm POE PHR)drrmG ,aP ,tat � R BY: THE AND DATA <br /> A OR DRAWING <br /> FOR LS BE AT USERS RISK 106.035.04P <br /> ANY SCHIST ISLAND CHANNEL 3 <br /> n: REV p01'E DESCR[PTlON ii3 li EKG JE REESPONSIBILITY TO NEWFIEEDS. 25O A <br />
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