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vobol 22'-6" <br />leu. � neeu -o ., ee/• ,—.. +... -• ® '... `.` <br />�. •I r .... s r .® ,,,,,, r r \ ..r ..-- ...-- .ems --.,_ ^^•—• ..•_,. „--._ --... ^-•.. °`" *a. i *es. <br />15 <br />B <br />._...— --_• .,,,.....- .._ — -- ` ELEV. 65- <br />RIPRAP CHANNEL <br />61 <br />/ v - ® EVo 1 CHANNEL INVERT <br />ELe M a ELEV. 6649-7-5- C% / N ELEV: <br />/ CJS---v~a \/ a \ \ A 67 <br />41.81 <br />v <br />/ r C�® <br />C 00 <br />aN <br />� _ <br />V77 <br />o 0 <br />��ELEV.-Eifi�8-�5 C% 0+00'� p <br />® Q FLOW APRON <br />_� 2:1 BASIN FLOOR 2:1 <br />ELEV: <br />C® a ELEV. 18 —► -�-- FLOW <br />741 26 �� L 1.81 ELEV: No <br />Q v �J / <br />9- <br />C� ® 6740.1877 <br />— <br />/`1.. C�® aB — <br />ELEV.-664-G-.511-- -- DISSIPATION BASIN, <br />,88 ; <br />6741ELEV. 6639; /, ELEV. 6641 5 <br />6740.1 � r`� <br />� r N <br />ELEV. 0 1'0 <br />• <br />6741.52 ELEV. 6639.59 � ELEV. <br />67 1 0 � t 6-6� ELEV <br />0. � . G6GEOWEB CHANNEL <br />o C � SEE DETAIL, SHEET 7 <br />s 1; 040 _ _. ` 6741.18 j <br />TOP ELEV:8-- <br />ELEV. 6639$ / <br />6740:48 / <br />1 .. <br />EDGE OF EXISTING <br />ROADWAY CROSSING t GRAVEL ROAD <br />ELEV. a� — -�. <br />PLAN VIEW: DISSIPATION BASIN <br />4 A 6740.49 <br />SCALE: NTS <br />SITE PLAN: DISSIPATION BASIN <br />SCALE: 1" = 5' <br />ELEV:-6648:&-- TOP OF BERM ELEV:-6644-.-8-- <br />EG ELEVATION: -664075± 6643.85 <br />6741.81 <br />6644.2 INV. ELEV: 6685 <br />ROADWAY CROSSINGELEV' 6639 1 <br />�6641.81 ---- --� -------�-------- <br />GRADE TO DAYLIGHT SLOPE 2% _ — — — — - — — — — — 2'-6" <br />777"77 <br />! <br />e <br />77777 <br />— .— <br />ti4 1, Irv, <br />: 11-6f' <br />.-Y .. w.o .,.ten , u. '• <br />77 <br />1 <br />J <br />. i. <br />J <br />:• 1' <br />GEOWEB CHANNEL <br />T-6" _2.. ALL GEOWEB TO SEE SHEET 7 <br />2'-0" 12' 6" LAYER OF 9' KEY 1N 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 <br />PLAN 18'-24' — — — — — — <br />1'-2" <br />d d <br />n • }i A / ../ ' 1.✓ mow/ l.,d Q V � 4,J .-.✓ � O � O O' `+/ t 'T'„ <br />l`' d d d P d d d d d d d d d d d d d d •,.,r; <br />.r.w <br />e <br />-w ENC TE MIRAFI HP570 HIGH <br />STR <br />GTHI o <br />LIC <br />E <br />_,. <br />D _ <br />.. ,.. 50 - D RIPRAP <br />WOVEN GEOTEXTILE SEPARATION FABRIC, SPACE @ 3 oQ.P�'j'°�os`�a <br />SECTION B -B: RIPRAP APRON SECTION C -C: ROADWAY CROSSING o.c., E.W..,��, <br />OR APPROVED ALTERNATE. o Q 41 3A m: <br />SCALE: NTS 6" LAYER OF SCALE: NTS `RECEIVTz�� d <br />GRANULAR BEDDING DEC 2 $UL <br />DIVISION OF RECLA VfipN SSIoNP�- <br />MINING AND SAFES X <br />DISCLAIMER TEXT: AS -BUILT DISSIPATION BASIN & ROADWAY <br />12-18-2020 As -Built G Ivt_ -- 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 rsc 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, <br />Review D EW -- COLORADO LEGACY LAND AS REQUIRED BY LAW OR FOR USE OF GOVERNMENTAL REVIEW AGENCIES. ENSERO SOLUTIONS US, ENSEROFORMER SCHWARTZW R MINE, GOLDEN COLORADO <br />wTECHNICAL CAL REVISION #28 <br />6-10-2019 For DRMS Review C EW -- INC. ACCEPTS NO RESPONSIRILITY, AND DENIES ANY LIABILITY WHATSOEVER, TO ANY PARTY THAT S Q u t 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 -- <br />REVISION: G 12-18-2020 SHEET No.: 9 <br />DATE ISSUE/REVISION REV DRW. APP. <br />DRAWN BY: NL DESIGNED BY: 5L REVIEWED BY: BR <br />