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j <br /> DITCH 6VERF,1�,0W <br /> J <br /> � TO RE USE POND / <br /> D-12 <br /> 00 <br /> �p� ILLW AY . ,y. <br /> 0 N <br /> �+ 6" DIA PRIMARY S <br /> �TOpsoi, N S <br /> CK' ' TRA,'�ITIONSFRO L <br /> T PEZOIDAL CH NNE' TO <br /> IA EMERGENCY PILL ' DITCH --- ...� -DITCH TO.THE EFUSE P E <br /> S <br /> POND CLEANIN A 4 _ D-4 <br /> DISPOSAL A <br /> r / <br /> r. <br /> 10 <br /> --ti ��✓ ivy , <br /> 7510 <br /> 7 <br /> 190 <br /> EMERGENCY' <br /> CH Z <br /> "yI= <br /> '�-- OPEN CHANNEL �I <br /> 5 0 <br /> _ \ 3 <br /> CT <br /> / J 7550 --i/ 75 <br /> s _ .3' Min FB <br /> A I v <br /> 5 Flow Depth (Max) <br /> 7560 <br /> SECTION G -G <br /> � - NTS <br /> 7570 <br /> SHAFT <br /> BACKFILLED J' <br /> / 1998 A <br /> MAIN POR L <br /> BACKFILLED 12' 55' ' <br /> 1998 <br /> 4—{ 'Min� <br /> Ls I, <br /> / v 28 eeboard 1 I_ <br /> 5 D= FLOW DEPTH = 0.06' <br /> TOTAL DEPTH 0.36� <br /> Varies -�-6' t0 10' -`-7.6' Varies �5'�I 1.5H:IV SIDE SLOPES <br /> 18 19 lg' 18' f <br /> SECTION D-D SECTION F-F <br /> Varies SECTION B-B <br /> SCALE I"=10' NTS <br /> SCALE 1"=10' <br /> I I- <br /> -I I 1 <br /> .I AOC BACKFILL� I.s I.s -" <br /> Min FB I'11 .4' Min FB <br /> .I <br /> 5 th (Max) — <br /> Pth (Max) <br /> RIPRAP - <br /> 6" DIA 36" CMP - a° °° 0 6' SECTION C-C SECTION E-E <br /> PIPE -III SHAFT ACCESS °o° oo 1 SCALE 1"=2' NTS <br /> o°o°o°o°o°o°o � <br /> I <br /> SECTION A-A <br /> SCALE 1"=10' PIPE NOTES: <br /> I. A FOUR INCH DIAMETER PVC PIPE CONVEYS WATER FROM THE No. 3 MINE TO THE LONG POND. <br /> 2. A SIX INCH DIAMETER PVC PIPE CONVEYS WATER FROM THE No. I MINE TO THE LONG POND. ` <br /> 3. THE LONG POND HAS A FOUR INCH DIAMETER PVC PIPE ON ITS WEST END THAT IS AN..EMERGENCY I <br /> SPILLWAY, <br /> 4. THE LONG POND'S PRIMARY SPILLWAY ON ITS EAST END IS A SIX INCH DIAMETER PVC PIPE THAT <br /> CONVEYS WATER TO TREATMENT POND T-1. pivislon Of ReClam tlon` \ <br /> 5. THE LONG POND ALSO HAS A FOUR INCH DIAMETER PVC PIPE ON ITS EAST END THAT IS AN Minln9&Satet <br /> EMERGENCY SPILLWAY. THE PIPE CONVEYS WATER TO POND T-1. \ <br /> 6. WATER FLOWS BETWEEN PONDS T-I AND T-2 IN AN OPEN CHANNEL. <br /> 7. POND T-2 HAS TWO SIX AND ONE FOUR INCH DIAMETER PVC OUTLET PILES. ONE SIX:INCH DIAMETER PIPE \ <br /> FUNCTIONS AS THE PRIMARY SPILLWAY. THE SECOND SIX INCH DIAMETER PIPE DIRECTS FLOW TOWARDS <br /> POND 9. THE FOUR INCH DIAMETER PIPE IS THE EMERGENCY SPILLWAY. <br /> 8. A PORTION OF THE SIX INCH DIAMETER PVC PIPE THAT CONVEYED FLOW TO OUTFALL 001 WAS <br /> REMOVED DURING 2011 AND REPLACED WITH A SECTION OF OPEN CHANNEL. !* PROJECT: M I N R E C I N C _ <br /> 9. THE OPEN CHANNEL DESIGN FOR SECTION C-C IS LOCATED IN VOLUME III, APPENDIX 4-B, PAGE P-9-9. /� e°ctifj'thugg was done N Gj t /� <br /> LEGEND under my 9.1'.ion and TITLE: <br /> 10. THE OPEN CHANNEL DESIGN FOR SECTION E-E IS LOCATED IN VOLUME III, APPENDIX 4-B, PAGE P-9-11. <br /> z 4 Revise Pond 9 Emergency Spillway NOV CV-2014-001 J.E.S 05/14 PERMIT BOUNDARY — — — 0 >♦+ of the inform dented on ''olg <br /> O 11. THE DESIGN FOR THE POND 9 EMERGENCY SPILLWAY IS LOCATED IN VOLUME 111, APPENDIX BEGINNING pthiadrtawin -ie•;true a d t to the W E'' <br /> v_i 3 Permit Renewal, Rev 4" emergency spillway, add 6" pipe to P-9, remove aeratoin ditch. J.E.S. 05/13 TRAIL --------- <br /> � 2 Permit Renewal, Show Outfall 001A and P-9 Spillways. ✓.E.S. 03/13 PERMAINENT POWERLINE ON PAGE P-9-12. �t>ks= of Tc-vl- re ge and b®ef. NORTH THOMPSON CREEK MINES <br /> f i. uc�K- ° S <br /> of - over ty ate NO. I MINE SEEPAGE CONTROL Et TREATMENT POND PLAN <br /> 1 Convert to Digital Drawing JES. 09/11 WATEIR TREATMENT PIPELINE $mo P.E. 192JR <br /> No. DESCRIPTION: BY DATE LANDOWNER INSTALLED PIPELINE — — — — — o <br /> REFERENCES PRERA �s�f>iEl :� VER S ASSOC. <br /> ONE INCH 1 / C - 1981 - 025 <br /> • �® 52 x 7TH sr. UNIT a DESIGNED BY: J.E.S 03 04 13 DRMS I.D. No. DWG. NAME: <br /> Grand Jok CO 81�ui <br /> DRAWN BY: SCALE: D_2-5 <br /> 1" - 50' <br /> --- CHECKED BY: <br />