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RECEIVED
<br /> DEC 0 9 2022
<br /> DIVISION OF RECLAMATION
<br /> COM/NGLEO PROCESS M14ING AND SAPITY OVERBURDEN
<br /> AND STORMWATER ❑ INFILTRATION POND EX GRADE
<br /> O/SCHARCE POINT DISCHARGE POINT SE 4740'
<br /> SLOPE 3 1
<br /> 8 CELL 3 SLURRY WALL 0 4J$D' __ 4J$D'OVERBURDEN STOCK PILE 6,L LF ❑ El — ——— —OBERMVER
<br /> 474D — �)c GRAVEt_ __ __ _ ___ _____ �B4T9Mfi�VATiery_________________,_ ,4740'
<br /> 4730' T 4],0 BEDROCK ��EX WATER SURFACE 472D' ��4710 -- ---- i ELEVATION
<br /> CR-44 -- 430®1 _. _. ...,_. -' zo-..._. _. - - 4710'
<br /> 3D+DD - - - - - - -- - 499®'
<br /> as+oo — CIVIL RESVURCES
<br /> �I -0+25--/ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+06+25
<br /> fp0 I
<br /> 1 p
<br /> PHASE 2 I A ` 5ASECTION-INFILTRATION POND 323 Sth STREET
<br /> P,O Box 680
<br /> FREDERICK,CO 80530
<br /> INFILTRATION
<br /> 1 I PH PO PHASE eD 1 I 4 ' 303.833.1416
<br /> INFILTRATION POND MAINTENANCECTO BE PERFORMED ANNUALLY OR AS NEEDED) WWW.CIVILRESOURCES.COM
<br /> °I CELL 2 3 2 DISCHARGE LI E 1 , 1 DISC OR OTHERWISE AERATE POND BOTTOM
<br /> SILT POND ^IF H rt 1""1 INFILTRATION 2 INSPECT POND FOR 5EDIMENT BUILDUP
<br /> APPROX 35 I CELL 3 1 3 CLEAR POND BOTTOM AND INLET OF DEBRIS
<br /> 1 POND CELL 3 4 REPAIR UNDERCUT AND ERODED AREAS AT INFLOW AND OUTFLOW
<br /> ACRES �C T CELL 3 I STORAGE.2,582 AC-FT 1 PHASE 3 , SECTION 20 PHASING TIMELINE STRUCTURES
<br /> W PHASE 1 42 8 1 PHASE 1 1 CELL 3 I SLURRY 5 SCRAPE BASIN BOTTOM AND REMOVE SEDIMENT TO MAINTAIN INFILTRATION
<br /> 1 I PHASE 2 I ' WALL RATE(AS NEEDED)
<br /> T O
<br /> 1 0' 1 1 Trt}tr} YEARSTO CURTAIN
<br /> cEueswaRY WALL I NMENT i MINE CELL# PHASE AREASQ-FT
<br /> 3,374 LF
<br /> o° CELL 7 , 04 CELL i FWP NA RED TIERRA EQUITIES,LLC
<br /> PHASE 1
<br /> 8301 E PRENTICE AVE#120
<br /> 45+00 1 4(',ELL 2 SIP NA GREENWOOD VILLAGE,CO 80111
<br /> - 55+09- 50+0 1
<br /> I �CELL 1 1 5+ 60+00 ® ° 05 303 n1 loos(P)
<br /> FRESH WATER I I o h 05 2 CONTACT DREW DAMIANO
<br /> POND APPROX I + 1 , 04 3
<br /> ACRES TO BE — 1
<br /> INCLUDED IN ELL 8 PHASE I I$ CELL 7 hpXpp 1 25 CELL331 348,850
<br /> �.'IY!;liq til
<br /> AGGREGA * STORAGE.1,619 AC-FT 1 EASTERN UNDERDRAIN OR DEWATERING rvoRiH
<br /> +■ I PLANT h 1 i t' 08 1 - WELLS ELL 4(APPROX 9 DEWATERING WELLSL
<br /> \ 1 CONCURRENT WITH
<br /> CELL SLURRVW WALL 1 I CELL4 ' 09 2 ' CCONSTRUCTOR 2,500' F 24'SLOTTED INFILTRATION PIPE)
<br /> POND r
<br /> IIIIIIIIIIIIIIIIIIIIII IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I 3,7 LF 1 PHASE 3 07 3
<br /> CELL 4 1 c
<br /> PHASE 1 1 I L
<br /> CELL 8 \ t 1 PHASE 2 I '
<br /> STORAGE,1783 AC-FT 24 CELL431 302,830
<br /> CELL 7 IO I LLI
<br /> ❑ ``` 1 a I I PHASE ; ' J� .fl k� 10 2 0
<br /> CELLS % i t/X '_ Q
<br /> CELL 4 SLURRY WALL 1 1 ❑ ' 0 5 3 : Q —I
<br /> KR Y141N'E bCIUTAI. LL PHASE 2 = S,SOfi LF I -F O
<br /> - PLANT ASPHALT 10 `` I z4 SCHARGE LINE I CELL 4 1 23 CELL 531 562,000 �" N ~ OJ
<br /> IIIIIIIIIIII O INFILTRATION 1 PREPARED UNDER THE SUPERVISION OF O
<br /> ACRES P INFILTRATION
<br /> 4,71I LF 1 STORAGE:2,637 AC-FT n ; 2 z 0
<br /> 7 u
<br /> OFFICE AND SHOP �% h ` �_ � `
<br /> * li' �� 38 CELL SS31 NA '� , "2 U V r(n
<br /> 09 1 J W W Lu
<br /> _ —� - I- T/3' 35+00 �30+00 35+00 20+ N
<br /> // o
<br /> 1-/F—nllillu�;0 pi;pl;; ————— — 1 1 2 NAME KYIe 5 Regan P G DATE N U
<br /> ' — ---- — ❑ 09 3 —4 J
<br /> I 08 4 QUALIFIED AS A PROFESSIONAL GEOLOGIST AS T1 I~I I
<br /> CONCRETE C WELL FACILITY I I ' ` WESTERN UNDERDRAIN DEFINED BY COLORADO STATUTE v
<br /> BATCH REMOVED ILJ, 13 2 INSTALLED CONCURRENT WITH
<br /> ELL PLANT 10 I I CELL 6=1,894 LF OF 24" cc
<br /> e MIN 20 5'PROP 1 1 3 SLOTTED PIPE G
<br /> MIT TO PR P GAS LINE TO I _ ACRES 1 w/
<br /> GAS LINE SLURRY WALL I Illll...,y„illy \""\`\\ I 1 2 4 Li
<br /> 11 CELL IN 1 CELL IN LEGEND.
<br /> 1 tea""amuuuuuuuuu'°,0°m..... CELL 5N nunmxs PHASEI ° PHASE3 65 3' 40CELL 631 355.300
<br /> I I
<br /> 1 as I PHASE 2 ( 1 1 1 E✓• E✓• t• Ei Ei ti ti PROPOSED PERMIT BOUNDARY
<br /> CELL 6
<br /> 1 PHASE2 I 1 08 3 li-h+i-F+1 -41++i-hM-f-I F+I+.....1 SLURRY WALL ALIGNMENT
<br /> CELL 5 SLURRY WALL
<br /> CELL 6 1 LL PLUGGE ND 1 CELL 5 DEMISING 8,761 LF REVISIONS
<br /> PHASE 1 1 A ONED I SLURRY WALL 09 4 PROPOSED MINE LIMIT
<br /> 2,607 LF NO DESCRIPTION DATE
<br /> CELL SN ' 740
<br /> PROPOSE RELOCATED DCP PROPOSED MAJOR CONTOUR
<br /> GAS LINE=3855 LF ; i STORAGE 2,575 AC-FT ' x o O I 10 9 CELL 7 31 1 231,880 PROPOSED MINOR CONTOUR
<br /> o J 08 2 EXISTING BARBED WIRE FENCE
<br /> 1
<br /> 15—__----_� __—I————————--— �, � 4 EXISTING EDGE OF PAVEMENT
<br /> /r GAS LINE
<br /> 'f
<br /> EXISTING EASEMENT
<br /> / TO BE REMOVED CELL 6 / 1 q —� 1 8 CELL 8 31 168,700
<br /> N FROM f I STORAGE.5,747 AC-FT "d/ I �- _ _ ( I 06 1
<br /> 89 0'
<br /> 1 0 08 2 SECTION LINE
<br /> 1
<br /> _ CELL 6 SLURRY WALL I 30 0'
<br /> 20.0 YEARS TOTAL EXISTING RIGHT OF WAY
<br /> 7,590 LF 1
<br /> CELL 6 54 8'
<br /> PHASE 1 PROPOSED UNDERDRAIN
<br /> ' CELL 6 � CE SS 1 CELL 5S EXISTING GAS LINE
<br /> PHASE 4
<br /> PHASE 3 �— i o$ CELL 55 S DRAG 3,9 AC- 1 PHASE 3 I EXISTING WATER LINE
<br /> PHASES. CELL 55 1
<br /> 1 PH SE 1 S PROPOSED ACCESS ROAD
<br /> FUTURE MINE AREA
<br /> TO BE INCLUDED IN DROP IN TO 1 EXISTING DIRT ROAD DESIGNED BY. BLl1- DATE 9/16/2021
<br /> CELL 6(AFTER SOLAR 5'MANHOLE I I DRAWN BY 1{g_ SCALERS NOTED
<br /> 21 7' ARRAY REMOVAL) o ■I EXISTING BURIED ELECTRICAL
<br /> WEST INV 4,711 0' y I I ■ CHECKED BY BLH AS NOTED
<br /> EAST INV 4,735 1' O
<br /> FROM pp o' � � � EXISTING OVERHEAD ELECTRICAL Jos NO 303 001 Da
<br /> Y WALL O 72.4 b O DWG NAME GILCREST-AREA-GEOLOGY D%A
<br /> WESTERN
<br /> 1 ry , EXISTING FIBER OPTIC
<br /> l' WATERWAY
<br /> ❑ 3D+0D 35+00 NO ES - - - - - MINE PLAN
<br /> 40+00 I , 50+00 5 00 1 VOLUMES ASSUMES MINING A E 3 1 MINE SLOPE MONITORING WELLS
<br /> _ 2 YEARS TO MINE FOR EACH PHASE ASSUME AN AVERAGE MINING RATE OF
<br /> TE AND
<br /> ' IL_ _ m6 - ' 2,000,000 TONS OF AGGREGATE PE0.YEAR AND 1 5 TONS OF AGGREGATE PE0.
<br /> __ _ _ CUBIC YARD ® ELECTRICAL BOX TIMELINE
<br /> — — — — ONE DIVIDING SLURRY WALL 3 SLURRY WALL CURTAIN AREAS ASSUME THAT ADJACENT CELLS WILL SHARE
<br /> g INV EL 4,733 5' oo UNDERDRAIN O LANDSCAPED 4 SLURRY WALL CURTAIN AREAS ASSUME THE FOLLOWING AVERAGE DEPTH TO )25 OVERHEAD ELECTRIC POLE
<br /> �g �NDERDRAIN TRANSITION TO 10'FROM SLURRY WALL OR \/,�( BERMING ALONG BEDROCK -CELL 3 50'
<br /> i NEIGHBORS CELL 4 55'
<br /> ❑ 10'FROM SLURRY WALL SOLID PIPE SERIES OF DEWATERING WELLS v PROPERTY LINE -ELL 5 55'ALONG WESTERN QUARTER,80'ALONG SOUTHERN HALF SHEET
<br /> TO BE C ONSTRUCTED ❑ TO BE C ONSTRUCTED
<br /> ,� ❑ CONCURRENTLY WITH
<br /> CELL 6(DESIGN WILL BE CONCURRENTLY WITH
<br /> CELL 6 55'
<br /> PROVIDED TO DRMS PRIOR TO F PROVIDED TO DRMS PRIOR TO -CELL 8 50' EXHIBIT C-5
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