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LEGEND:
<br />- -- - -- EDGE OF ASPHALT ' MONITORING WELL
<br />- - EDGE OF GRAVEL E0 ELECTRIC BOX
<br />EDGE OF CONCRETE E ELECTRIC METER
<br />BUILDING POWER POLE
<br />FLOWLINE © GAS WELL
<br />X FENCE LINE GAS MARKER
<br />- - PIPE STEEL POST
<br />GAS- GAS LINE W WOOD POST
<br />W WATER LINE Oa SANITARY MANHOLE
<br />OHE OVERHEAD POWER LINE SANITARY MARKER
<br />ss SANITARY LINE © MAILBOX
<br />E UNDERGROUND POWER LINE ° TELEPHONE PEDESTAL
<br />T UNDERGROUND TELEPHONE LINE Oa DRAINAGE MANHOLE
<br />TOP OF BANK D4 WATER VALVE
<br />TOE OF BANK o WATER METER
<br />ONE FOOT CONTOUR WATER MARKER
<br />�
<br />� 5 FOOT CONTOUR SiGN
<br />�"
<br />- - - - -
<br />-- - SECTION LINE FOUND ALIQUOT CORNER
<br />AS DESCRIBED
<br />PROPERTY LINE / SET ALIQUOT CORNER
<br />C� AS DESCRIBED
<br />FLOODPLAIN
<br />SLURRY WALL
<br />L� POTENTIAL WETLANDS
<br />C] STRUCTURE
<br />--- PROPOSED PERMIT BOUNDARY
<br />�-- 200' OFFSET
<br />- ---rBFE:482Q } ' BASE FLOOD ELEVATION
<br />`---�-� SURREY INFO:
<br />APPLICANT: KING SURVEYORS
<br />BESTWAY CONCRETE COMPANY, INC 650 E. Garden Drive Windsor, Colorado 80550
<br />301 CENTENNIAL DRIVE phone: (970) 686-5011
<br />MILLIKEN, CO 80543 email: info@KingSurveyors.com
<br />AFFECTED LANDS: NOTES:
<br />TRICYCLE LANE TEXAS LLC CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR
<br />LOT HOLDING, LLC SAFETY, IN, ON, OR ABOUT THE PROJECT S17E, NOR
<br />STINAR & VOGL FOR COMPLIANCE BY THE APPROPRIATE PARITY OF
<br />ANY REGULATIONS THERETO,
<br />TOTAL PERMIT AREA: THESE MAPS WERE PREPARED BY CIVIL RESOURCES,
<br />510.8 ACRES LLC. IN COOPERATION WITH BESTWAY CONCRIETE.
<br />PROPERTY ADDRESS: BESTWAY WILL KEEP THE DIVISION OF RECLAMATION
<br />11401 COUNTY ROAD 9 3/4 MINING AND SAFETY INFORMED OF ANY CHANGES
<br />FIRESTONE, CO. 80504 TO THE MINING OR RECLAMATION PLANS THROUGH
<br />ANNUAL REPORTS AND FILE TECHNICAL REVISIONS
<br />AND AMENDMENT APPLICATIONS AS NECESSARY
<br />THROUGHOUT THE LIFE OF THE MINE.
<br />PRIOR TO CONSTRUCTION ALL UTILITY, GAS WELL,
<br />OIL WELL, & WATER WELL LOCATIONS MUST BE
<br />VERIFIED.
<br />SEEDING SPEC FOR UPLAND AREAS:
<br />COMMON NAME SCIENTIFIC NAME LBS
<br />(VARIETY) PLS/ACRE
<br />SAND BLUESTEM (CHAMP, CHET) 1
<br />SAND LOVEGRASS (BEND, NATIVE, NE27) 2.5 ,
<br />INDIAN RICEGRASS (NEZPAR, RIMROCK) 3
<br />PRAIRIE SANDREED (GOSHEN) 0.75
<br />NORTH
<br />GREEN NEEDLEGRASS (LODORM) 1.5
<br />0 100 200
<br />LITTLE BLUESTEM (BLAZE, CIMARRON, CAMPER) 0.75
<br />( IN FEET)
<br />YELLOW INDIANGRASS (CHEYENNE, HOLT, SCOUT) 0.5
<br />SWITCHGRASS (BLACKWELL, NEBRASKA 28) 1.5
<br />SAND DROPSEED 0.5
<br />TOTAL LBS PER ACRE: 12.0 Know whaft below.
<br />10' WIDE ACCESSa`
<br />ROAD, VARIES IN LOCATION
<br />F� OR
<br />EASEMENT SEED WITH SPECIFIED
<br />SEED MIX, THIS SHEET IMAX. WATER
<br />20' MIN 25' CREST `.SURFACE
<br />OVERBURDEN
<br />0 0 0 0 0 0 0
<br />a 0 0 0 0 2 OR 3 DEPIEDNING ON PHASE
<br />oQ� o 0 0 0 0 0
<br />oALLUVIAL SAND 8c o a a
<br />0 0 0
<br />0
<br />O GRAVEL o 0 0 o o o
<br />0 0 0 0 0 0 0 0 0 10 0 0 0
<br />o
<br />O 0 0 O O O O O O O O O O O O O O O O O 0 0 OO
<br />O O O O
<br />O O
<br />\CLAYS TONE B ED R OCIK /\/�/���/�/�/�/�/\
<br />SLURRY LINED RECLAMATION DETAIL
<br />NOT TO SCALE
<br />1
<br />r I
<br />rn i�rrr fi � 1 /
<br />� I I � ► l.-
<br />j EDGE OF RECLAIMED
<br />r') GRAVEL MINENMI r
<br />�r
<br />WALKING PATH
<br />of
<br />z j FLOOD ONE "AE" -
<br />��041.
<br />L
<br />40' KMGG, RIGHT-OF-WAY EASEMENT 0
<br />i r r 'REC 4182501 1.��' Z "
<br />1 r I V1,1 1 0 - 1800 TONS OF 18"0 �I
<br />610-
<br />: CONCRETE RIPRAP
<br />- -- -- �_
<br />N88'21'28"� 132 7 t--�ivV 81 STEEL13
<br />_ __-
<br />� Mw2
<br />t
<br />STEEL _rr I
<br />INV=i4811.7
<br />�''"i� -
<br />� `�, , . 'y I 'l i .- `751.' \ %' � ;``` ♦ I 1 !
<br />l`
<br />- 1 4�% / \ I i } 24" CMP
<br />l I j INV=481 1.9
<br />POND 2I3 t 24" CMP +, r
<br />RECLAIMED TO NATIVE 4818 `
<br />} INV=4812.3 1 ,yo0_ �� � ,x ,.e-. `- ,r�,r„r,�r��J"'fLI 1�
<br />GRADE /f
<br />I"
<br />f 1<� _ ____ -_--- 1 INFLOW/OUTFLOW SPILLWAY
<br />x
<br />INVERT EL 4
<br />812.5
<br />REINFORCE FLOW PATH -O * L=107 FEET
<br />WiTH 26,000 SF
<br />- ■ I r t�
<br />�r 1 Q-2422 CFS
<br />PYRAMAT / /% I I y i 1 •�
<br />l / II j✓ • 1300 TONS OF 18"0 } .)■ S rt.
<br />t / r CONCRETE RIPRAP } _
<br />X INFLOW SPILLWAY -- '� � � I ;� 1 L } � ■ k , �
<br />INVERT EL;- 4818 Il �' I l i
<br />L=148 FEET - } r - '^ ^T 24-.. CMP j `t�? � I � L _ i t ■ f \ 1
<br />Q=1047 CFS t INV=481,5.6 , i ■
<br />� � 4t��'0 _ �
<br />-110 11 - INFLOW SPILLWAY i h
<br />2500 TONS OF 18"0' *,,,r„w„iiriir+irnr„�. a-= .. --�; 16 - t•,
<br />I _ _ �. , _ INVERT EL: 4$ 1 �
<br />CONCRETE RIPRAP - •'`r„" VOGL 33N-35HZ ' ` `�^- � i L=107 FEET 1 1\
<br />t 7 i``� VOGL STfATE 39N-36HZ 'ter "., i I o fi l■ Q=1096 CFS
<br />VOGIL 13C-35HZ �'r -
<br />} R POND 3 - 23.5 SURFACE ACRES �� ■ iv+�
<br />� , gr `VOGL STATE :. ',� I t �� 1 i � I
<br />WEST SLURRY WALL _r .- , v Z l� ,. t _ I
<br />3,986 LF \ 16C-36HZ .. . ,/ * I + �� L* MW1 MWSE. 4818.0
<br />87,151 SF (4' KEY) I ~' VOGL 34N-35HZ ♦ \ � +
<br />♦ �„„>,�, r� I X l RECLAIMED WATER { Ak i ti
<br />. ♦ - . VOGL STATE 38N-36HZ .. . ,- a -�� ! STORAGE t ■
<br />d
<br />FLOOD ZONE "AE" '� 1 a fi ■
<br />-- �. INFLOW/OUTFLOW SPILLWAY �-o i ��`� �. fi L fi
<br />t m 1 INVERT EL: 4817.5 I -=-I • �` J` 7` % i ■ i r,
<br />l rn{ L=107 FEET I j i ■ Z 300'X170' PRODUCTION i I
<br />• =4 1 CFS =
<br />Q � FACILITY REC 4182501
<br />600 TONS
<br />'- CONCRETE RIPRAP I _ ■
<br />■%��/��/� I I r r 4' KMGG
<br />■ 1 BARBED WIRE FENCE / N __-ter RIG T -OF -WAY ■ ,N
<br />IN REMOVED FOR MiNING ♦ I m I 1 j ASEMENT
<br />p i I R 4182501 I
<br />50' RAILROAD
<br />1 & PUBLIC I
<br />i } UTILITY EASEMENT
<br />POND 2A -AC-FT SUIRFACE ACRES l REC 116264-337 i I I �►'
<br />MWSE- 4818.0 t I I I ♦''♦ r"�`"
<br />741
<br />STORAGE WATER 741 -----------------1 -- -� •ururnrirr++r+irnrnriiriiriir rr ,r++ri+r++r,iri riiruirn ririiru�nr"�`\� `� N a
<br />1 STORY ll BLOCK
<br />BUILDING
<br />REE i I -`4\\--------------
<br />■ FOUNDATION T ■ ---------- ------------ - f
<br />f
<br />fi
<br />■ I fi fi RECEPTION 4204-- - -FLUME_
<br />■ 1 _
<br />` _ 19" CMP 10" CMP � k I I
<br />l * 1 STORY BLOCK r .t INV=4821.7 k
<br />S8B'13'4.7 1324.70 --"� GARAGE ■ ' TOP=4820.9 k
<br />-------- l CONCRETE FLOOR ■ i 19" STEEL kk I
<br />893 SQ.FT. 9 MW -NW INV=4821.7
<br />AREA RECLAIMED I
<br />TO NATIVE GRADEk �I W4
<br />I I
<br />1 STORY WOOD BUILDING k I
<br />I WITH BASEMENT 1,490
<br />SAI
<br />�--- 1 STORY BLOCK BUILDING , SQ.FT.k f I
<br />x 1 W/ ATTACHED SILOS -EX. LAST CHANCE f
<br />4,505 SQ.FT. &�(
<br />; IRRIGATION DITCH k
<br />12" CMP 0 f �!
<br />INV=4823.0 3 -GRAIN SILOS --
<br />r r ,
<br />I I
<br />FLOODPLAIN ,� �n�„rnrii�yur rrr ,
<br />' - .-_____-_ �, "► � ��� + I � CR
<br />SHED WOOD _ ' `
<br />���`"1 l
<br />I I
<br />ma,irnr"r �►ur,ir„r F
<br />I I
<br />FRAMED METAL
<br />,; Y rr,riir„tu"�nrnr �
<br />f
<br />f _ = SHELL 1,728k
<br />t f fi fi MW3 `_:, X SQ.FT. ` TOP=4824.9
<br />X 1�k
<br />f I ------------------
<br />r - -= .- KERR- k
<br />12" STEEL MCGEE 7
<br />TOP=4823.3 SHUT-IN �
<br />12" CMP LAST CHANCE 1
<br />INV=4824.1 DITCH I 1
<br />BARBED WIRE FENCE I I 00
<br />I i
<br />12" STEEL /
<br />m I INV=4824. > 1 I I M
<br />II r I
<br />1 0 I POND E (CLAY LINER)
<br />Z J RECLAIMED WATER
<br />FLOOD ZONE "X" I STORAGE RURAL DITCH i i o III
<br />NO FLOODING 1 N of
<br />I 1 i
<br />I -i-� I U)20
<br />l� I f ,
<br />+� I M f
<br />(POND 1 I o
<br />IRECLAIMED TO NATIVE
<br />AREA RECLAIMED k
<br />(GRADE I I
<br />1t TO NATIVE GRADE 7
<br />PRIVATE
<br />LATERAL i i I
<br />I 1❑ , I I °i �, f i i i
<br />50' KMGG RIGHT-OF-WAY EASEMENT I
<br />I I
<br />�] 22SM-A (� II REC 4204764
<br />'t
<br />h
<br />i � I
<br />\, 16' UREA RIGHT OF WAY
<br />- EASEMENT
<br />REC 02140933
<br />EAST SLURRY WALL
<br />3,859 LF
<br />89,908 SF (4' KEY)
<br />EX. LOCA T/ON
<br />RURAL DITCH
<br />RETURN
<br />/-RECEPTION # 2140933
<br />24" PVC
<br />INV=4815.5
<br />36"x60" RCP
<br />INV=4815.8
<br />I
<br />36"x60" RCP
<br />INV=4815.5
<br />15" CMP WITH METERING
<br />EQUIPMENT
<br />24" PVC
<br />INV=481 1.6
<br />24" PVC
<br />I NV=4812.8
<br />19" STEEL
<br />INV=4821.6
<br />I
<br />36" VERTICAL CMP
<br />-12" CMP WITH METERING EQUIPMENT -
<br />!--- 36"IVERTICAL CMP PAVEMENT
<br />WELD CO. ROAD 26 --
<br />I
<br />TRI -TOWN DRAINAGE
<br />I
<br />ML pow
<br />C I `� EX. LOCATIOJV
<br />-� F-11 RURAL DITCH I 120 FUTURE DRAINAGEWAY
<br />I
<br />RETURN ' I ' BY TOWN OF FIRESTONE
<br />I I
<br />❑ B
<br />r MW -V5
<br />J 16" CPP
<br />Cj
<br />- t.
<br />1
<br />I � ' INV=4827.3
<br />RUo
<br />RAL
<br />24" CMP DITCH
<br />INV=4827.9 GUY Po
<br />❑ MW -V4 16" CPP18' CMP
<br />INV=4826.9-
<br />..�..--INV=4825.0 I I '
<br />- - - N88'13;10"E 1336.28' rt-
<br />r WELD CO. ROAD 24.75
<br />12' CMP t- R
<br />X. RU AL D'TGH
<br />I X11
<br />i - - INV=4826.1 / i- LATERAL I f
<br />ll�n�+I�li�narl�tlsilwl n4�1 n�u�n■#I�n�u�Ii�Il�u�ll II�iI�Il�n�n�n�n■nrulirIirnAll■i;■Ii�n�u�n�n�II�II�;I�II�n�n�ll■rla�, � I I ,
<br />■u�nllin■'I�n�ll�li�4.l�lu�n■ w//�i'� ). I f I .I
<br />•t-- I I I . . 1
<br />24" CMP BARBED-WIRE FEN(CE
<br />_ INV=4828.0
<br />I I
<br />�u�;Il�n�u�wnifu�n�n�n�u�u�u�u�wll�ll�nrl
<br />\
<br />1 �
<br />1
<br />Li
<br />fIAY 0 5 2020
<br />CIVILRES`2)URCES,LLC
<br />323 5th STREET
<br />P.O. Box 680
<br />FREDERICK, CO 80530
<br />303.833.1416
<br />WWW.CIVILP.ESOURCES.COM
<br />BESTWAY CONCRETE & AGGREGATE
<br />301 CENTENNIAL DR.
<br />MILLIKEN, CO 80543
<br />970 587 7277
<br />CONTACT: MARK JOHNSON
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<br />REVISIONS
<br />NO DESCRIPTION DATE
<br />1 ADQ REVIEW 1 4/8/2020
<br />DESIGNED BY: ARR
<br />DATE: May 04, 2020
<br />DRAWN BY: ARR
<br />SCALE: AS NOTED
<br />CHECKED BY: ARR
<br />AS NOTED
<br />JOB NO.: 213.001.38
<br />DWG NAME:DRMS-VOGL.DWG
<br />RECLAMATION
<br />PLAN
<br />SHEET:
<br />Li
<br />fIAY 0 5 2020
<br />
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