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Trees <br />Building <br />— E — E — E — Electrical Line (Owned by DMEA) <br />— w — w — w — Water Line (Owned by Tri— County) <br />— T — T — T— Telephone Line (Owned by Owest) <br />— G — G — G — Gas Lines (Owned by Kinder) <br />Permit Boundary <br />Road <br />-- <br />Fence <br />Permit Area <br />Previous Acreage: 80.62 <br />New Acreage: 83.87 <br />Original Permit tAf <br />To be mined affe <br />Amendment #2 <br />11 <br />Embankment <br />!i. <br />SLOPE DETAIL <br />SCALE AS SHOWN <br />EXCAVATION LIMITS <br />,T CUT FOR <br />"'", RECLAMATION <br />OVERBURDEN <br />EXCAVATED TO <br />BUILD BERM <br />EXISTING GROUND 4980' <br />APPROX. WATER LEVEL 49" <br />3H:IV FINAL <br />MINE TO / SLOPE <br />0.5H. IV SLOPE APPROXIMATE BEDROCK <br />/ EL = 4950' <br />FILL FOR RECLAMATION / <br />USE GRAVEL FROM CUT <br />WITH OP LAYER OF OVERBURDEN) <br />I <br />1 <br />Overburden Stockpile <br />a <br />s <br />U <br />O Q <br />VI } <br />_ U <br />CLO <br />00 <br />I �� <br />CL <br />Y <br />V <br />O <br />N <br />m0 <br />0 <br />F <br />0 <br />= °o <br />to co <br />Constructed <br />From <br />Overburden <br />jet <br />Dewatering Trench <br />4952 <br />Roodbose Stockpile <br />Generator and Pump <br />Discharges to Lake <br />1V Pit Ramp Slope <br />1.5" Screened <br />Rock Stockpile <br />Pit Rwn <br />Pit- Run- <br />30' Wide Flow Channels constructed <br />from broken asphalt, concrete, <br />and /or pit run are pit bottom. <br />REVISIONS <br />Adequacy Review Changes <br />roewd6l <br />e� <br />�`ooeo i <br />�� g2 <br />N <br />well <br />Dewatering Trench I <br />Irrigation Pump <br />Twin Discharge Lines <br />For Residence Irrigation <br />Needs <br />Amendme <br />3.25 Acr <br />Slopes mined at <br />near verticle, then <br />as shoed to lope <br />as shown in Slope <br />Detail Dioqra <br />r <br />L <br />uG <br />�/ ca <br />c� <br />Visuol Berm <br />I <br />I <br />C' <br />0 <br />1, <br />�I <br />�rH�. =+Hz <br />airy jlj <br />3IL <br />Try <br />r..R . <br />MAR 1 5 2Q0� <br />��`"° <br />... - . a RAteathlC <br />Ell] <br />LW1110N <br />F\ <br />� \ F <br />F <br />I <br />I <br />I <br />� I <br />lot <br />J <br />I <br />G <br />I <br />I <br />c� <br />0 <br />G <br />I <br />/ <br />0 <br />G <br />c9 <br />LOI <br />SLOPE DETAIL <br />SCALE AS SHOWN <br />EXCAVATION LIMITS <br />,T CUT FOR <br />"'", RECLAMATION <br />OVERBURDEN <br />EXCAVATED TO <br />BUILD BERM <br />EXISTING GROUND 4980' <br />APPROX. WATER LEVEL 49" <br />3H:IV FINAL <br />MINE TO / SLOPE <br />0.5H. IV SLOPE APPROXIMATE BEDROCK <br />/ EL = 4950' <br />FILL FOR RECLAMATION / <br />USE GRAVEL FROM CUT <br />WITH OP LAYER OF OVERBURDEN) <br />I <br />1 <br />Overburden Stockpile <br />a <br />s <br />U <br />O Q <br />VI } <br />_ U <br />CLO <br />00 <br />I �� <br />CL <br />Y <br />V <br />O <br />N <br />m0 <br />0 <br />F <br />0 <br />= °o <br />to co <br />Constructed <br />From <br />Overburden <br />jet <br />Dewatering Trench <br />4952 <br />Roodbose Stockpile <br />Generator and Pump <br />Discharges to Lake <br />1V Pit Ramp Slope <br />1.5" Screened <br />Rock Stockpile <br />Pit Rwn <br />Pit- Run- <br />30' Wide Flow Channels constructed <br />from broken asphalt, concrete, <br />and /or pit run are pit bottom. <br />REVISIONS <br />Adequacy Review Changes <br />roewd6l <br />e� <br />�`ooeo i <br />�� g2 <br />N <br />well <br />Dewatering Trench I <br />Irrigation Pump <br />Twin Discharge Lines <br />For Residence Irrigation <br />Needs <br />Amendme <br />3.25 Acr <br />Slopes mined at <br />near verticle, then <br />as shoed to lope <br />as shown in Slope <br />Detail Dioqra <br />r <br />L <br />uG <br />�/ ca <br />c� <br />Visuol Berm <br />I <br />I <br />C' <br />0 <br />1, <br />�I <br />�rH�. =+Hz <br />airy jlj <br />3IL <br />Try <br />r..R . <br />MAR 1 5 2Q0� <br />��`"° <br />... - . a RAteathlC <br />Ell] <br />LW1110N <br />F\ <br />� \ F <br />F <br />I <br />I <br />I <br />� I <br />lot <br />J <br />W I <br />wl <br />1 <br />1 I <br />E <br />Permit #: Ay- IQ 2 020 v Confidental ?: �L <br />Class: QP,vs Type- Seq.: ,4 <br />From: Le.a.w, To: fs,wtc v <br />Doc. Name: *I <br />Doc. Date (if no date stamp) <br />BY DATE DATE <br />BM 3/10/04 DRN 1/5/04 -_x Greg Lewicki And Associates <br />CHK SCALE <br />1 1 00 , 11541 Warrington Court Phone (303)- 346 -5196 <br />APPD Parker, CO USA 80138 E -Mail - lewick17Pcorncast.net <br />Township: I5S <br />Ronge:95W <br />Section 18 <br />PM:6th <br />NI <br />PIT NO. 1 <br />UNITED COMPANIES <br />MINE PLAN MAP C -2 <br />acadfile: deltopit.dwg <br />I <br />I <br />I <br />c� <br />0 <br />I <br />QI <br />0 <br />Q� <br />c9 <br />LOI <br />0 <br />I <br />I <br />I <br />G — <br />W I <br />wl <br />1 <br />1 I <br />E <br />Permit #: Ay- IQ 2 020 v Confidental ?: �L <br />Class: QP,vs Type- Seq.: ,4 <br />From: Le.a.w, To: fs,wtc v <br />Doc. Name: *I <br />Doc. Date (if no date stamp) <br />BY DATE DATE <br />BM 3/10/04 DRN 1/5/04 -_x Greg Lewicki And Associates <br />CHK SCALE <br />1 1 00 , 11541 Warrington Court Phone (303)- 346 -5196 <br />APPD Parker, CO USA 80138 E -Mail - lewick17Pcorncast.net <br />Township: I5S <br />Ronge:95W <br />Section 18 <br />PM:6th <br />NI <br />PIT NO. 1 <br />UNITED COMPANIES <br />MINE PLAN MAP C -2 <br />acadfile: deltopit.dwg <br />