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y 7 Z <br /> �n 1 <br /> T <br /> i'�`. �� - _ -✓ EXISTING GROUND CONTOURS <br /> PROPOSED CHANNEL CONTOURS <br /> SECONDARY CHANNEL CONTOURS <br /> K <br /> \ f i i,' SLuin�l ILCH� <br /> CLOStiri€ �� ^ <br /> C: PROPOSED CLOSURE CONTOURS <br /> '- <br /> S IRFAC'E ' / J�� EXISTING ROADS/TRAILS <br /> P ROPOSED RIPRAP <br /> PROPOSED GROUTED RIPRAP <br /> PROPOSED CHANNE-L <br /> DWG =o <br /> ALIGNMENT _ � 4 315j CHANNEL 6,SG�AF � PROPOSED CONCRETE <br /> .'��\ i ��-- �• PROPOSED VEGETATION <br /> '-- <br /> NOTES: <br /> Y <br /> 1. SEE DRAWING 520 FOR CHANNEL CROSS <br /> - - - '— SECTIONS AND DRAWING 525 FOR CHANNEL <br /> SIZE AND LINING TABLE. <br /> y = / 2. SEE DRAWING 530 FOR STILLING BASIN <br /> I NG <br /> J/ DETAILS AND SIZING AND LOCATION TABLE. <br /> i EXSTI <br /> SEDIMENT BASIN <br /> as�n0 11 <br /> 0 100 200 FEET <br /> 10200 10200 <br /> K:6 t.32 <br /> LVC: 0.00 K:858.73 <br /> PVI ST :8+02.6 LVC:200.0 <br /> PVI :9938.84 PVI STA:11+52.4 <br /> PVI ELEV:992 .11 <br /> •N tOM (D MM <br /> cli <br /> EXISTING GROUN No� o M N^ C4 ao <br /> 01 m M N Lo <br /> 10000 CLOSURE SURF n °' N° 10000 <br /> LOU <br /> z z <br /> O EXISTING O <br /> IQ SEDIMENT POND a <br /> PROPOSED CKNNEL GRADING <br /> AT TOP OF RIPRAP <br /> W 9800 9800 W <br /> W <br /> O <br /> N <br /> O <br /> M <br /> 9600 1 1 1 1 1 9600 <br /> i <br /> O Aq <br /> O� O� 1A m N O h r O N iy ..• <br /> 7 rim ^ N o T N m O N Of If O �e O Aq <br /> n n n iG al <br /> a a rnW o� rnl rno aW rna rno ova �� rn� rn� rno rn� <br /> o rn �rn rn O1rn °1rn ° m ° m rn a s o, O m a m all ° m <br /> 6 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 .���••• i �'� <br /> c EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION STATION, (FEET) - <br /> �. <br /> u <br /> 0 100 200 FEET 0 100 200 FEET <br /> HORIZONTAL VERTICAL ��• <br /> NO EXAGGERATION <br /> A <br /> C <br /> 1 <br /> APPROYED BY: DISCLAIMER c CRWPLE CREEK AND VICTOR <br /> JN <br /> c NEWFIELDS PRODUCED THE INFORMATION PRESENTED • ewFtelds MINING COMPANY <br /> c CHMM By: ON THIS DRAWING THROUGH TIE USE OF AVAILABLE PROJECT <br /> b KCW RERE�v�G THIS DRAWING DOES NOT ORMATION AND EXPERIENCE <br /> ANY VLF/OSA CLOSURE DESIGN <br /> 4 By: RIGHTS TO ETIHER SUCH TECHNICAL INFORMATION OR <br /> 8 JN EXPERENCE. ANY MODIFICATION OR ADAPTATION OF TITLE <br /> 2 A 11/00/19 EBucD FOR PtwmmrG '� 'N" on�ww B'. MID WI HOUR DRAWING <br /> SMALL <br /> ffY L EAT USER'S RISK VM CEMNn lA PLAN AND <br /> 106.025.00eP <br /> a.Q V DOTE DESCRWnON TECH ING JE RESPONSIBILITY TO NEWFIELDS. PRO)(t�.18 <br /> RE 310 <br />