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n_ - -- - -- - - -- - - -- - - - -- — - <br />n - - -T -- - 1 - - - -- 1- -- -- _ __ -_ - -_ - __ - __ -- _ -- . - -- -- - - - - - -- - - - - <br />"- DIVERSION CHANNEL A <br />FOR OFF -SITE FLOWS \ <br />__-11 - L 0.5 ACRES)= <br />1 ( REJECT MATERIAL FROM Ir <br />I <br />1 I IIN -PIT SCREENING OPERATION', <br />1 I ( -2.5 ACRES) 1 1 <br />II i <br />1 10' WIDE CHANNEL <br />1 ACCE55 ROAD <br />s, <br />� I <br />1 AFFECTED AREA BOUNDARY 1 <br />i <br />1 ( LIMIT OF EXCAVATION <br />a, <br />1 PORTABLE QWER SCREENING UNIT — 1 <br />PARKING AREA 30'X 100' (MAY kE RELOCATED WITHIN 1 <br />( ) ` LIMIT OF EXCAVATION) ` r <br />1 OFFICE TRAILER (B' X20') <br />1 CONTAINED FUEL STORAGE (30' X 30') <br />o2 <br />N <br />1 <br />CONSTRUCT 40+ LF 18" CMP WITH FLARED � � o - - -- <br />END SECTIONS AND 4 .5'X4.5',XV DEEP 6" <br />1 MEDIAN DIAMETER RIPRAP PADS AT INLET <br />1 AND OUTLET - -- -- o <br />\ �'� � � ? <br />1 <br />1 0 i POND FINES REJECT MATERIAL FROM <br />OFF- 5ITEPROCE55ING OPERATION 1 I 1 <br />1 ( RETURNED TO SITE FOR USE IN <br />1 RECLAMATION 1 <br />c° \ ( 46 ACRES) i <br />1 <br />1 I 11 1 <br />'� 11 <br />1 PROPOSED E DITCH ON NORTH SIR WITH / DETENTION BASIN #2 <br />ROADSIDE DITCH ON WORTH SIDE ONLY �- <br />1 (SEE TYPICAL ACCESS ROAD CROSS SECTION) , <br />1 ` \ 1 DIVERSION CHANNEL S a <br />FOR OFF -SITE FLOWS �I <br />�\ I <br />�I <br />1 <br />1 / COLLECTION CHANNEL D <br />1 ABANDONED UNDERGROUND WATERLINE FOR ON -SITE FLOWS <br />1 P <br />TO50ILSTORAGE it <br />1 <br />( ^2.5 ACRES) <br />1 CONSTRUCT 40. LF 18" CMP WITH LIMIT OF EXCAVATION <br />FLARED END SECTIONS AND \ �� � - - \ ��' -_ ,� � <br />1 45 X 45 X 1' DEEP 6" MEDIAN COLLECTION CHANNEL C — <br />1 DIAMETER RIPRAP PADS AT INLET / FOR ON -SITE FLOWS / \ �. _ - AFFECTED AREA BOUNDARY a 1 <br />1 AND OUTLET V 0' / \ <br />GRADE TO EXISTING - 1 <br />it <br />1 <br />ROADSIDE DITCH <br />PROPOSED SITE ACCESS - <br />k. <br />'•I rrrr r. DETENTION B =$I# <br />1 / r \ mm =Mjmj <br />__ _ _ _ '1 <br />` \ <br />l <br />IROAD5IDE DITCH, VEGETATED 4:15IDE SLOPES, V DEEP <br />ON NORTH SIDE OF ACCESS ONLY <br />TYPICAL ACCESS ROAD CROSS SECTION <br />NO SCALE <br />EASEMENT <br />PERMIT BOUNDARY <br />AFFECTED AREA <br />LIMIT OF EXCAVATION <br />UNPAVED COUNTY ROAD <br />EXISTING UNPAVED PRIVATE ROAD <br />FENCE <br />OVERHEAD POWER LIME <br />UNDERGROUND TELEPHONE LINE <br />UNDERGROUND WATEN LINE <br />EXISTING VEGETATION <br />EXISTING INDEX CON70UR <br />EXISTING INTERMEMATE CONTOUR <br />EXISTING STRUCTURE <br />EXISTING WATER WELL <br />r' <br />Permit <br />Class: <br />From <br />Doc. Name' <br />Doc. Date (if no date <br />Inspection Date_ <br />NOTES: <br />1. STOCKPILE LOCATIONS AND FOOTPRINTS ARE APPROXIMATE. <br />2. TOPSOIL WILL BE SEGREGATED FROM REJECT MATERIAL. <br />3. OFFICE TRAILER, PARKING AND FUEL STORAGE LOCATIONS AND SITES ARE <br />APPROXIMATE. <br />4, DETENTION BASINS, CHANNELS AND DITCHES WILL BE RESEEDED AND <br />MULCHED WHEN THEIR CONSTRUCTION IS COMPLETE. SILT FENCES AND <br />ER05ION CONTROL L065 WILL BE USED AS NECESSARY THROUGHOUT THE <br />MINE LIFE TO PREVENT SEDIMENT LOADING IN STORM WATER RUNOFF. <br />Confidental ?: <br />-MV# <br />Specialist: <br />GRAPHIC SCALE <br />200 0 too zoo aoo <br />(IN FEET) <br />1 inch = 200 ft. <br />RECEIVED <br />MAY 0 5 2006 <br />givision si Minerels and Geology <br />PREPARED UNDER THE SUPERVISION OF: <br />EXHIBIT <br />C -2: MINING PLAN <br />MAP <br />PREPARED <br />BY: <br />APPLICANT: <br />PROJECT: <br />:: <br />BANKS AND GESSO, LLC. <br />OGLEBAY NORTON INDUSTRIAL SANDS INC. <br />720 KIPLING ST„ SUITE 117 <br />LAKEWOOD, COLORADO 80215 <br />'I 1 <br />I� <br />JEMADOJIN SAND MINE <br />DMG REGULAR 112 APPLICATION #M <br />-2006 -017 <br />(303) 274- 4277 <br />COLORADO SPRINGS, CO 80935 <br />EL PASO COUNTY <br />/I 1 <br />(719) 390 -7969 <br />COLORADO <br />JOB NO <br />DATE <br />SCALE DRAWN BY <br />'I 1 <br />II <br />REV SHEE <br />05045 <br />5/3/06 <br />1" =200' DRF <br />+ <br />11 1 <br />MKJ / 7LJ <br />1 2 <br />II <br />1 <br />i 1 <br />I- 1 <br />II <br />' 11 <br />II 1 <br />EXISTING SITE ACCE55 <br />1 <br />I <br />I <br />� 1 <br />I' <br />I <br />r� <br />LEGENI <br />�� <br />rrr <br />_�.....�r� <br />l- <br />- <br />f <br />� 30' <br />1 <br />(APPROX. WIDTH) — <br />--- - - - - -- ------------------ <br />1 <br />1 <br />- <br />EXISTING GRADE <br />1 <br />8" ROAD BASE <br />IROAD5IDE DITCH, VEGETATED 4:15IDE SLOPES, V DEEP <br />ON NORTH SIDE OF ACCESS ONLY <br />TYPICAL ACCESS ROAD CROSS SECTION <br />NO SCALE <br />EASEMENT <br />PERMIT BOUNDARY <br />AFFECTED AREA <br />LIMIT OF EXCAVATION <br />UNPAVED COUNTY ROAD <br />EXISTING UNPAVED PRIVATE ROAD <br />FENCE <br />OVERHEAD POWER LIME <br />UNDERGROUND TELEPHONE LINE <br />UNDERGROUND WATEN LINE <br />EXISTING VEGETATION <br />EXISTING INDEX CON70UR <br />EXISTING INTERMEMATE CONTOUR <br />EXISTING STRUCTURE <br />EXISTING WATER WELL <br />r' <br />Permit <br />Class: <br />From <br />Doc. Name' <br />Doc. Date (if no date <br />Inspection Date_ <br />NOTES: <br />1. STOCKPILE LOCATIONS AND FOOTPRINTS ARE APPROXIMATE. <br />2. TOPSOIL WILL BE SEGREGATED FROM REJECT MATERIAL. <br />3. OFFICE TRAILER, PARKING AND FUEL STORAGE LOCATIONS AND SITES ARE <br />APPROXIMATE. <br />4, DETENTION BASINS, CHANNELS AND DITCHES WILL BE RESEEDED AND <br />MULCHED WHEN THEIR CONSTRUCTION IS COMPLETE. SILT FENCES AND <br />ER05ION CONTROL L065 WILL BE USED AS NECESSARY THROUGHOUT THE <br />MINE LIFE TO PREVENT SEDIMENT LOADING IN STORM WATER RUNOFF. <br />Confidental ?: <br />-MV# <br />Specialist: <br />GRAPHIC SCALE <br />200 0 too zoo aoo <br />(IN FEET) <br />1 inch = 200 ft. <br />RECEIVED <br />MAY 0 5 2006 <br />givision si Minerels and Geology <br />PREPARED UNDER THE SUPERVISION OF: <br />EXHIBIT <br />C -2: MINING PLAN <br />MAP <br />PREPARED <br />BY: <br />APPLICANT: <br />PROJECT: <br />:: <br />BANKS AND GESSO, LLC. <br />OGLEBAY NORTON INDUSTRIAL SANDS INC. <br />720 KIPLING ST„ SUITE 117 <br />LAKEWOOD, COLORADO 80215 <br />3250 DRENNAN INDUSTRIAL LOOP <br />JEMADOJIN SAND MINE <br />DMG REGULAR 112 APPLICATION #M <br />-2006 -017 <br />(303) 274- 4277 <br />COLORADO SPRINGS, CO 80935 <br />EL PASO COUNTY <br />(719) 390 -7969 <br />COLORADO <br />JOB NO <br />DATE <br />SCALE DRAWN BY <br />DESIGNED BY APPROVAL <br />REV SHEE <br />05045 <br />5/3/06 <br />1" =200' DRF <br />MKJ / 7LJ <br />1 2 <br />