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22'-611 <br />_ _.._ -- . _.., .._. FL•{J - - --- ELEV.-66� <br />--- 6644.12 ``- <br />_ ` RIPRAP CHANNEL- <br />..._ _ -- -- _ — -' �® Cep p —. � 1-.• _ <br />�p t <br />s <br />p ® ® \ o <br />/ Q V. f <br />p p ELEV. p CHANNERT <br />ELEV. <br />1 EEV:S <br />p o- 6641.76 <br />0 00 <br />3 <br />ELEV. 66485 <br />a Cep 0+00 <br />Cr% j APRON <br />FLOW ELEV: <br />2:1 2:1 <br />-.. —.► BASIN FLOOR -.-- FLOW <br />/ <br />® ELEV. -Er 18 -�}--664ELEV: <br />6-:•8- <br />p `gyp r c T 6641.52 -�— <br />®- 41 26 �,� L <br />p C%p a / 6639.2 <br />6640.18 <br />a o- <br />0 ELEV. f648-58 <br />0 p - - DISSIPATION BASIN, <br />41.&3 \_ELEV. � <br />6640. 1) 0 / ELEV. 6643.80 <br />-0 O <br />ELEV. 0 O `--1 0 0 ,O <br />ELEV. 6639.60 <br />GEOUNEB CHANNEL <br />6641. �-\ ELEV. '. <br />660 X31 0 0 0 U 6640.6 C ELEV. N SEE DETAIL, SHEET 7 <br />0 0 0 � 0 0 � \ ` 6641.18 <br />0 0 0 0 �% 0 _ ELEV:- <br />O O � . TOP <br />0 O 0 0 0� 0 r � 6643.74. <br />- `�--./ 0 0 0 0 0 ELEV.-�►�'139� / <br />®®!! 00 0 0 O 648 <br />®'® O U 0 /� EDGE OF EXISTING <br />ROADWAY CROSSING 0 ( GRAVEL ROAD <br />I <br />`® ®� A ELEV. 6649 PLAN VIEW: DISSIPATION BASIN <br />` SCALE: NTS <br />SITE PLAN: DISSIPATION BASIN <br />SCALE: 1" = 5' <br />ELEV:-6640.6- TOP OF BERM ELEV:-66 -1-.8- <br />EG ELEVATION: -6640:5 6641.52 664412 <br />IV 6644.2 INV. ELEV:S <br />6641 <br />f zROADWAY CROSSING ELEV:-6639:5- 1 <br />6640.59 <br />GRADE TO DAYLIGHT SLOPE 20/u 2'-6" <br />11-611 <br />GEOWEB CHANNEL <br />71.611 V-2" ALL GEOWEB TO SEE SHEET 7 <br />21-011 12 6" LAYER OF 9' KEY IN 2FT DEEP <br />GRANULAR BEDDING D50 - 9" RIPRAP <br />GEOWEB TO KEY IN 2 FT DEEP <br />SECTION A -A: Profile TYP EACH SIDE OF ROADWAY <br />SCALE: NTS <br />6" GEOWEB <br />FILLED WITH 1.5" ANGULAR GRAVEL <br />VARIES, SEE PLAN 10' 24' 10' EXISTING ROADWAY <br />VARIES, <br />EXISTING GROUND <br />SEE VARIES 10 10 RECEIVED <br />PLAN 18'-24' 1 1 MAF 'i 6 2021 <br />1 11-211 DIVISION OF RECIAMAT <br />MININGANo sAF� <br />'''••t /'`—'•••y /— '-'•'' ^` /^^ ..a: a, •}'� 24" #4 j~`''t'•' ;*;:T"v•, x_ ddr:; d d .,4.— d d d::w n "'t' er.d <br />a i.i. ,;;.."x.•4.r.. <br />Y. <br />R <br />4:Z4 )4w�c E BA <br />Ra. <br />V <br />.� <br />rLo <br />LI SPACE @ <br />tP 1 <br />WOVEN GEOTEXTI E SEPARATION FABRIC <br />v <br />s <br />SECTION B -B: RIPRAP APRON SECTION C -C: ROADWAY CROSSING OR APPROVED ALTERNATE. O.C., E.W. ora <br />41234 r: <br />SCALE: NTS 6" LAYER OF SCALE: NTSP.° <br />GRANULAR BEDDING <br />ANAL EN <br />03-09-2021 As -Built H NL -- DISCLAIMER TEXT: AS -BUILT DISSIPATION BASIN & ROADWAY <br />12-18-2020 As -Built G NL -- THIS DRAWING HAS BEEN PREPARED FOR THE USE OF ENSERO SOLUTIONS US, INC.'S CLIENT, CROSSING DETAILS <br />06-15-2020 Field Adjustment F KB -- COLORADO LEGACY LAND, LLC AND MAY NOT BE USED, REPRODUCED OR RELIED UPON BY THIRD , <br />12-13-2019 For DRMS Review E TSC -- —, 0 s PARTIES, EXCEPT AS AGREED BY ENSERO SOLUTIONS US, INC. AND COLORADO LEGACY LAND, LLC NORTH WASTE ROCK PILE DIVERSION CHANNEL <br />8-5-2019 For DRMS Review D EW -- COLORADO LEGACY LAND AS REQUIRED BY LAW OIR FOR USE OF GOVERNMENTAL REVIEW AGENCIES. ENSERO SOLUTIONS US, ENSERO FORMER SCHWARTZWALDER MINE GOLDEN COLORADO <br />TECHNICAL REVISION #28 <br />6-10-2019 For DRMS Review C EW -- INC. ACCEPTS NO RESPONSIBILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY THAT S O u t I O n S MINE LAND RECLAMATION PERMIT M-1977-300 <br />5-22-2019 For DRMS Review B EW -- MODIFIES THIS DRAWING WITHOUT ENSERO SOLUTIONS US, INC.'S EXPRESS WRITTEN CONSENT <br />4-23-2019 Draft for internal review A EW -- REVISION: H 03- <br />09-2021 SHEET NO.: 9 <br />DATE ISSUE/REVISION REV DRW. APP. DRAWN BY: NL DESIGNED BY: SL REVIEWED BY: BR <br />