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Z_ <br />oZ <br />o::) <br />UIU <br />I \� <br />t; <br />t <br />DISCHARGE TO <br />BIG THOMPSON RIVER � 't <br />t <br />1 <br />I i I <br />GAS I I <br />PIPELINE 35' <br />- --- - — — -- -- -- — <br />_ - <br />' -APPROXIMATE DEPTH <br />I <br />-i I -III III 1 ���w v %vvr /vvr/vvr/vv %vv0vv, <br />- III —III \ CKFITO <br />I <br />42' -45' <br />°\ TYPICAL. CROSS-SECTION <br />v (AT PIPELINE) <br />(NTS) <br />`I 11 Lv UU. MU. Q4 - -- -�� -- - - -- -- - - -- <br />- <br />\' r / PPURTENANC I 1 0 <br />MINING ; <br />1 <br />CELL', RECHARGE / DIRECTION "' I �� I ! ' of \ <br />I 't I t" NOTE: <br />I APPROX. 2.8 POND It { JJ <br />SAND ACRES ' / 3:1 3:1 :1'1\\ MINING I JI \� \ <br />EUL STORAGE I �, STOCKPILE — — — CELL 2 11 LIMITS I I \ \ \ PHASES ARE AS FOLLOWS: <br />CELL 2 APPROX. 20.8 ACRES 25' H PHASE 1: MINE CELL 1 AND CELL 2, ESTABLISHING <br />I E FILL TO GRADE / 20' MAX DEPTH TO PIT FLOOR ` �i CELL I I ` `; \\ i I WATER SUPPLY POND AND SETTLING FINES AREA. <br />WITH SETTLING FINES 740,000 TONS 1 It ` APPROX. 7.2 ACRES I PIPELINE SETBACK `• <br />\ I ASH * II Pi \� PHASE 2: COMPLETE MINING OF CELL 2 WITH CONCURRENT BACKFILL, <br />WAVER RES (APPROX. 8.3 ACRES) / 11 23' MAX DEPTH TO PIT FLOOR I L� MINE CELL 3 WITH CONCURRENT BACKFILL. <br />g ROO ACCESS ROAD /GAS LINE / / l 310,000 TONS I I '� P <br />\ PARKItJG TO WELL /; 37 3:1 �, �, PHASE 3. MINE CELL 4 WITH CONCURRENT BACKFILL. <br />\ / MINING LIMITS PIEL <br />BATC %i .SFINE I `` \ j PHASE 4: COMPLETE RECLAMATION (SEE EXHIBIT F) <br />'I PLAN / TEMPORARY FA MF I CELL 4 <br />i Lj rrw MINING ^ \ -� i AF YKVX. 3 /.b AI KtJ ��; ` R T <br />DISCHARGE 0 <br />�'• LIMITS 22' MAX DEPTH TO PIT FLOOR \ BIG THOMPSON RIVER <br />I I 1,365,000 TONS TEMPORA�Y T _4190— "— <br />BERM <br />_.. <br />50' EXCAVATION S /OIL <br />l _ J �• % \ <br />— / FOR TOPOGRAPHIC TREATMENT i <br />r" -- - - - SETBACK / _ I IN EXCAVATED AREA SEE , .� 110' OFFSET TO <br />\ ^^ ^^ UNPAVED ROAD 1 / <br />TYPICAL CROSS- SECTION TOP OF BANK <br />I ' R \ (ACCESS TO GRAVEL PITS) <br />/ IIII <br />WASTe CONCRETE <br />EXISTING <br />i <br />�-ARi'A PRIOR ?ZS _ - -- - -- <br />i STRUCTURE I I BACKFI�' <br />n � \ <br />V CRUSHING A <br />EXISTING' WASHING <br />VEGETATION \ I I / <br />AGGREGATE POTENTIAL CONCURRENT WETLAND <br />P1f:ES MITIGATION AREA I I I <br />i <br />APPROX. 13.9 ACRES t ,/ <br />' \ \ EXISTING <br />EXISTING <br />VEGETATION -__ i RESERVOIR � <br />EXISTING VEGETATION <br />\ <br />a <br />0 <br />di <br />W <br />0 <br />M <br />0 Z \ <br />U <br />010 <br />j ,U <br />dun <br />d J <br />THIS <br />DIRE <br />TAILWATER DITCH <br />(USED FOR DEWATERING) <br />•- 48 <br />00 <br />/ <br />DARED UNDER THE <br />IED FOR ACCURACY BY <br />A QUALIFIED PROFESSIONAL, IN ACCORDANCE WITH <br />/ COLORADO DIVISION OF MINERALS AND GEOLOGY V A, <br />CONSTRUCTION MATERIALS RULES AND REGULATIONS. <br />TITLE: <br />DATE: <br />M <br />LEGEND <br />o <br />PROPERTY LINE <br />Q <br />SCALE <br />- - - -•- -� ° <br />J <br />• <br />— <br />THIS <br />DIRE <br />TAILWATER DITCH <br />(USED FOR DEWATERING) <br />•- 48 <br />00 <br />/ <br />DARED UNDER THE <br />IED FOR ACCURACY BY <br />A QUALIFIED PROFESSIONAL, IN ACCORDANCE WITH <br />/ COLORADO DIVISION OF MINERALS AND GEOLOGY V A, <br />CONSTRUCTION MATERIALS RULES AND REGULATIONS. <br />TITLE: <br />DATE: <br />M <br />200 0 200 400 <br />SCALE IN FEET <br />1"= 200' <br />NOTE: <br />TOPOGRAPHICAL CONTOURS TAKEN FROM <br />THE USGS JOHNSTOWN COLORADO QUADRANGLE AT <br />10' CONTOUR INTERVALS. <br />LEGEND <br />o <br />PROPERTY LINE <br />Q <br />SCALE <br />- - - -•- -� ° <br />- °- ° PERMIT BOUNDARY <br />— <br />MINING LIMITS <br />ISHEET <br />INDEX CONTOUR <br />3/15/01 <br />INTERMEDIATE CONTOUR <br />- -- - - <br />- - .. -.._ RIVER /DITCH <br />I <br />PAVED ROAD <br />_____________- <br />UNPAVED ROAD <br />-- ru —� <br />-- GAS LINE <br />= <br />- FENCE <br />LU <br />EXISTING STRUCTURES <br />POND /RESERVOIR <br />MINING DIRECTION <br />200 0 200 400 <br />SCALE IN FEET <br />1"= 200' <br />NOTE: <br />TOPOGRAPHICAL CONTOURS TAKEN FROM <br />THE USGS JOHNSTOWN COLORADO QUADRANGLE AT <br />10' CONTOUR INTERVALS. <br />CC Banks and Gesso LLC <br />720 Kipling St., Suite 117 <br />Lakewood, Colorado 80215 <br />(303) 274 -4277 <br />LOVELAND READY -MIX <br />CONCRETE, INC. <br />1811 W.12th <br />LOVELAND, CO 80537 <br />o <br />Permit Number <br />Q <br />SCALE <br />o <br />v <br />Class ermit Y // <br />Section /Exhibit: G:�x.z �", 1.q_._ <br />(U <br />_ <br />Cb <br />ISHEET <br />! Class: 0 Revision " ! <br />3/15/01 <br />1 1 " =200' <br />tO <br />T e /Se <br />I <br />Q <br />m <br />`u <br />Class: 0 Report 0 Hydro Meneral <br />- <br />= <br />Doc Type: <br />Doc __._______ ---- _ ----- _ __ - -___ <br />OAppliration (Coal only) 0 Bond 0 Enforcement 0 Inspection <br />LU <br />N <br />EXHIBIT C -3 MINING PLAN MAP <br />CC Banks and Gesso LLC <br />720 Kipling St., Suite 117 <br />Lakewood, Colorado 80215 <br />(303) 274 -4277 <br />LOVELAND READY -MIX <br />CONCRETE, INC. <br />1811 W.12th <br />LOVELAND, CO 80537 <br />GREEN /CROISSANT PROPERTY <br />SAND AND GRAVEL MINE <br />REGULAR 112 PERMIT <br />WELD COUNTY <br />COLORADO <br />JOB NO <br />DATE <br />SCALE <br />DRAWN BY <br />DESIGNED BY <br />APPROVED BY <br />I REV <br />ISHEET <br />20023 <br />3/15/01 <br />1 1 " =200' <br />1 DRF <br />APS <br />I <br />I 3of3 <br />i <br />113111111111111111111 <br />007910 <br />