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LEGEND:
<br />QD
<br />MONITORING WELL
<br />EDGE OF ASPHALT
<br />ES
<br />ELECTRIC BOX
<br />-
<br />EDGE OF GRAVEL
<br />®
<br />ELECTRIC METER
<br />EDGE OF CONCRETE
<br />POWER POLE
<br />BUILDING
<br />0
<br />GAS WELL
<br />FLOWLINE
<br />GAS MARKER
<br />--
<br />FENCE LINE
<br />STEEL POST
<br />- -
<br />PIPE
<br />W
<br />WOOD POST
<br />GAS
<br />GAS LINE
<br />Qa
<br />SANITARY MANHOLE
<br />W
<br />WATER LINE
<br />SANITARY MARKER
<br />OHE
<br />OVERHEAD POWER LINE
<br />ss
<br />SANITARY LINE
<br />o
<br />MAILBOX
<br />E
<br />UNDERGROUND POWER LINE
<br />EI
<br />TELEPHONE PEDESTAL
<br />T
<br />UNDERGROUND TELEPHONE LINE C�
<br />DRAINAGE MANHOLE
<br />D4
<br />WATER VALVE
<br />TOP OF BANK
<br />l
<br />WATER METER
<br />TOE OF BANK
<br />ONE FOOT CONTOUR
<br />WATER MARKER
<br />_4 `3 �... .... __
<br />�.,�
<br />5 FOOT CONTOUR
<br />SIGN
<br />FOUND ALIQUOT CORNER
<br />- -
<br />SECTION LINE
<br />AS DESCRIBED
<br />PROPERTY LINE
<br />SET ALIQUOT CORNER
<br />AS DESCRIBED
<br />-IZZXIZ4-
<br />FLOODPLAIN
<br />- - -
<br />SLURRY WALL
<br />POTENTIAL WETLANDS
<br />❑
<br />STRUCTURE
<br />--�
<br />PROPOSED PERMIT BOUNDARY
<br />PROPERTY LINE
<br />F------ _
<br />- - - BFE:48201
<br />BASE FLOOD ELEVATION
<br />L-----'
<br />SURVEY
<br />INFO:
<br />APPLICANT: - -
<br />DING SURVEYORS
<br />BESTWAY CONCRETE COMPANY, INC
<br />301 CENTENNIAL DRIVE
<br />MILLIKEN, CO 80543
<br />AFFECTED LANDS:
<br />TRICYCLE LANE TEXAS LLC
<br />LOT HOLDING, LLC
<br />STINAR & VOGL
<br />TOTAL PERMIT AREA:
<br />510.8 ACRES
<br />PROPERTY ADDRESS:
<br />11401 COUNTY ROAD 9 3/4
<br />FIRESTONE, CO. 80504
<br />SEEDING SPEC FOR UPLAND AREAS:
<br />650 E. Garden Drive I Windsor, (Colorado 80550
<br />phone: (970) 686-5011
<br />email: info@KingSurveyors.com
<br />NOTES:
<br />CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR
<br />SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR
<br />FOR COMPLIANCE BY THE APPROPRIATE PARTY OF
<br />ANY REGULATIONS THERETO.
<br />THESE MAPS WERE PREPARED BY CIVIL RESOURCES,
<br />LLC. IN COOPERATION WITH BESTWAY CONCRETE.
<br />BESTWAY WILL KEEP THE DIVISION OF RECLAMATION
<br />MINING AND SAFETY INFORMED OF ANY CHANGES
<br />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 />COMMON NAME SCIENTIFIC NAME LBS
<br />(VARIETY) PLS/ACRE
<br />SAND BLUESTEM
<br />(CHAMP, CHET)
<br />1
<br />SAND LOVEGRASS
<br />(BEND, NATIVE, NE27)
<br />2.5
<br />INDIAN RICEGRASS
<br />(NEZPAR, RIMROCK )
<br />3
<br />PRAIRIE SANDREED
<br />(GOSHEN)
<br />0.75
<br />GREEN NEEDLEGRASS
<br />(LODORM)
<br />1.5
<br />LITTLE BLUESTEM
<br />(BLAZE, CIMARRON, CAMPER)
<br />0.75
<br />YELLOW INDIANGRASS
<br />(CHEYENNE, HOLT, SCOUT)
<br />0.5
<br />SWITCHGRASS
<br />(BLACKWELL, NEBRASKA 28)
<br />1.5
<br />SAND DROPSEED
<br />0.5
<br />TOTAL LBS PER ACRE:
<br />12.0
<br />10' WIDE ACCESS
<br />ROAD, VARIES IN LOCATION
<br />F� OR SEED WITH SPECIFIED
<br />EASEMENT
<br />SEED MIX, THIS SHEET MAX. WATER
<br />/-S
<br />URFACE
<br />20 IN 25 CREST ,
<br />'OVERBURDEN° � �.< � � � x � _sz
<br />t
<br />3 00 O O O O �� p - O O
<br />p o 0 0 0 0 0 0
<br />O O O O O O O 1
<br />ALLUVIAL& 0 O SAND pp p p p p O
<br />O O
<br />O O GRAVEL O. p O O Op p O p PO p � O p Op O O
<br />p O O O 0 O 0 0 O p0 O p p
<br />O O O O p p O O
<br />O O O p O O 0 0 O O p p 0 O p p O 0 0 O p p
<br />\CLAYS TONE BED ROCK
<br />SLURRY LINED RECLAMATION DETAIL
<br />NOT TO SCALE
<br />' 1
<br />� 81
<br />w
<br />IN,
<br />1 I 1 1
<br />1
<br />c / t
<br />I• r' 24" CMP A ,
<br />� INV=4811.9 ._,--.,'�„s" • {��{� 'tom
<br />POND 2B L "''' 1 ILl r I' ►.
<br />` - J RECLAIMED TO NATIVE 1 INV=4812.31
<br />1 24'
<br />CMP' I 1
<br />1 1 I 1 ` . �_ _ _ _J 11 INFLOW/OUTFLOW SPILLWAY
<br />GRADE 1 I t' S �i INVERT EL: 4812.5 h
<br />_..
<br />1 I I. I \� r 4 1 L=107 FEET 1
<br />/ REINFORCE FLOW PATH
<br />F 1 Q=2422 CFS r, h
<br />WITH 26,000 SF
<br />PYRAMAT I 130 ,.
<br />o TONs of 18 0
<br />CONCRETE RIPRAP 1 I
<br />i
<br />X INFLOW SPILLWAY L 1 ,
<br />INVERT EL: 4818 ;'
<br />'I
<br />I L=148 FEET r-., �,.._ 24,7 _CMP LL
<br />i,
<br />Y.
<br />Q=1047 CFS __ �, _,4 �.�, ``_ .:' INV=481.5.6 14,!3'20
<br />7 .,L � _..._ „ I°L. � INFLOW SPILLWAY
<br />INVERT EL' 4816_
<br />ri f{tf{{rii�{{rrirr{rrrrrr►•i•r -
<br />f L=107 FEET 1 A,
<br />2500 TONS OF 18 s0- VOGL 33N-35HZ X 3 H i= Q=1096 CFS 1 I h
<br />CONCRETE RIPRAP VOGL STATE 39N-36H2 � - 1
<br />I = _
<br />VOGL 13C-35HZ Z. i ND - 23.5 SURFACE ACRES 1 y� !
<br />,' . i PO 3 1
<br />VOGL STATE �; o r. ` e = = I
<br />a � , � E �` �317 AC -FT
<br />l
<br />h
<br />- 1
<br />16C 36HZ /� �" ,,.� � � MW1 MWSE: 4818.0 -
<br />♦, _ RECLAIMED WATER
<br />VOGL =
<br />IL
<br />RECLAIMED _
<br />STORAGE l yd I
<br />VOGL STATE 38N-36HZ
<br />1 1 JAi
<br />im xs ?, fi ")
<br />FLOOD ZONE AE INFLOW/OUTFLOW SPILLWAY '
<br />1 `jp 4 INVERT EL 4817:5 I _l I { : t r � 7" 7� 7` 7` �` 7 7 7 1 7' 7
<br />1 1 rn 1 L=107 FEET 1 O I i 300'X17O' PRODUCTION
<br />I 1 JI X Q=491 CFS i ; ` FACILITY REC 4182501 it
<br />1 1 600 TONS OF 18"0
<br />CONCRETE RIPRAP ! ( ! j� 4 ' KMGG
<br />0) -i-1 RIG T-OF-WAY
<br />!�
<br />I 11 BARBED WIRE FENCE 1 I 1 I ASEMENT i
<br />REMOVED FOR MINING X �� I 1 1, R 4182501 i
<br />i 50' RAILROAD
<br />j 1 8c PUBLIC
<br />UTILITY EASEMENT 1 I 1 I
<br />� POND 2A - 25 SURFACE ACRES 11 REC 116264 1 1 I I :' �., ,�� •
<br />' - -337 AC -FT \t1� 1
<br />1 I r
<br />MWSE: 4818.0 •'s„
<br />j I ---� iF{�nrurnr{{rnrn�{,rrrrrrrurrirnrnrcrrrrrnrurnriirii nrurnr{i�,{r`f`
<br />RECLAIMED WATER - r-_-
<br />STORAGE 1 - ----- --- --- - I
<br />✓ 1 1 STORY WOOD & , i I i L- -- _-------- ----- ------ -'�,
<br />j 1 BLOCK BUILDING CONCRETE � ' r I "" � fi �'1 \ � - - - - - - - - - - - -'
<br />= FOUNDATION 1,132 SQ.FT. r a ,.. fi fi �� TION 4204764---------------------- ._.
<br />RECEP _------ FL�aME_.
<br />1777
<br />- - = „
<br />I-- -' .� - 19 CMP - k
<br />��i'" 1 STORY BLOCK I I AA INV=4821.7 TOP=4820.9 1r r\
<br />S88'1347 1324,+-
<br />i
<br />� ` ''� 19" STEEL kk t I
<br />I - CONCRETE FLOOR _ k
<br />INV=4821.7
<br />i X 893 SQ.FT. j MW-NW AREA RECLAIMED ly
<br />TO NATIVE GRADE k �I MW4
<br />JE
<br />1 STORY WOOD BUILDING v
<br />i f� I i WITH BASEMENT 1,490 I t
<br />1 STORY BLOCK BUILDING SQ.FT. \y I t
<br />��� j - X 1 W/ ATTACHED SILOS - EX. LAST CHANCE k I I
<br />1 4,505 SQ.FT. IRRIGATION DITCH 4
<br />12" CMP 't ! { �` k ,
<br />INV=4823.0 " 3-GRAIN SILOS 1� I
<br />'` • I I
<br />�'++rnrinrnrn r rrnrrr P1\\ i 1 CR t 1 1
<br />MAPPEDFLOODPLAIN �`�
<br />SHED WOOD V=4819.9
<br />r a uriir 4
<br />fi urnrnrnrnr{{rur �lrrrl{r{ • FRAMED METAL --
<br />_- - /'� SHELL 1,728 x
<br />-4824 9
<br />1 fi " ,- •• .; - ._-- __ _- . { TOP-
<br />fi MW3 k
<br />SQ FT 1 t
<br />r__w
<br />�fifi f X^`-' X -
<br />f
<br />t�
<br />_- t
<br />!i
<br />' KEF�R
<br />,r 12' STEEL MCGE
<br />j} TOP=4823.3 SHUT IN �
<br />I
<br />LAST CHANCE I \ I t
<br />a 12" CMP I
<br />' 00
<br />INV=4824.1 DITCH BARBED WIRE FENCE 1
<br />0�
<br />12„
<br />STEEL
<br />m I INV=4824. t 1 1
<br />t
<br />POND E (CLAY LINER)
<br />FLOOD ZONE "X" OZ I RECLAIMED WATER' RURAL DITCH t t
<br />`�t1I N0 FLOODING I STORAGErt. 0
<br />I �I o�
<br />1 I I I I 0'
<br />120'
<br />j t Jl I �e
<br />! 48POND N
<br />I I AREA RECLAIMED � I t O f RECLAIMED TO NATIVE 1
<br />y GRADE 1 � � TO NATIVE GRADE N
<br />N I
<br />PRIVATE
<br />{ LATERAL
<br />i I
<br />El I I �
<br />� 50' KMGG RIGHT-OF-WAY EASEMENT
<br />L� F k REC 42047-64
<br />�j
<br />EX. LOCATION'
<br />1
<br />i _ I RURALRETURN
<br />DITCH r.
<br />❑ ! I
<br />16" CPP
<br />WV=4827.37-77
<br />_... . .,,,, RURAL
<br />24 CMP 4,
<br />I � � DITCH
<br />j INV=4827.9 GUY POLE
<br />11 16" CPP _
<br />, I r
<br />18 CMPt-
<br />j I <, INV=4826.9 mom_ -��- - - - INV=4825.0 j L
<br />I
<br />:.. .- w. ..,-Z- WSLD CO. ROAD 24.75 7�'"�
<br />24" CMP BARBED-WIRE FENCE
<br />INV=4828.0
<br />1I�;i�:k�ki�e;I�ll�n�iiBeu�{!l+Illei+911+�;lillee!I�►il�l��tigi
<br />II1111flflif�tll®ta®ii�litlmi+�;i®lily;;Wfitl11�IlillkMl.1�{lAllt�ll�ll�i��ll�lil�It�l{II'�1,1�tI1RII�ll�li�li';�lil�?Sfl� till ii�'J��r
<br />7
<br />CIVIL RESOURCES, LLC
<br />323 Sth STREET
<br />P.O. Box 680
<br />FREDERICK, CO 80530
<br />303.833.1416
<br />W W W.CIVILRESOURCES.COM
<br />16' UREA RIGHT OF WAY
<br />EASEMENT
<br />REC 02140933
<br />I
<br />EX. LOCATION
<br />RURAL DITCH
<br />RETURN
<br />I
<br />RECEPTION # 2140933
<br />24" PVC
<br />INV=4815.5
<br />36"x60" RCP
<br />INV=4815.8
<br />36%60" RCP
<br />INV=4815.5
<br />a
<br />15" CMP WITH METERING
<br />EQUIPMENT
<br />24" PVC
<br />INV=481 1.6
<br />PVC
<br />INV=4812.8
<br />I 19" STEEL
<br />INV=4821.E
<br />36" VERTICAL CMP
<br />12" CMP WITH METERING EQUIPMENT
<br />36"'VERTICAL CMP PAVEMENT
<br />- WELD CO. ROAD 26
<br />TRI-TOWN DRAINAGE
<br />t
<br />20' FUTURE DRAINAGEWAY
<br />BY TOWN OF FIRESTONE
<br />_.
<br />---------------
<br />Illen lies'', il��l l;�4
<br />g®�
<br />T � /
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<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 />UNOT DESCRIPTION I DATE
<br />DESIGNED BY: ARR DATE: Feb 04, 2020
<br />DRAWN BY: ARR SCALE: AS NOTED_
<br />CHECKED BY: ARR AS NOTED
<br />JOB NO.: 213.001.38
<br />DWG NAME:DRMS-VOGL.DWG
<br />SHEET:
<br />RECLAMATION
<br />PLAN
<br />5
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<br />
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