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22'-6' <br />-6645— . ..... <br />15' <br />ELEV. 6640.75 <br />RIPRAP CHANNEL <br />-.6640- <br />0 <br />+ CHANNEL INVERT <br />ELEV. 6639.75 ELEV. 6639.75 0 <br />ELEV: 6639.75 <br />0;00 c� <br />3 <br />/Z ELEV. 6639.75 APRON <br />FLOW 2:1 2:1 <br />18, ELEV: BASIN FLOOR FLOW <br />ELEV. 6639.75 6639.7 ELEV: <br />6638.2 <br />ELEV. 6639.50 B <br />ELEV. 6638.50 <br />ELEV. 6640.75 <br />DISSIPATION BASIN <br />ELEV. 6639.50 GEOWEB CHANNEL <br />ELEV. 6638.50 ELEV. 6638.50 <br />ELEV. 6639.50 SEE DETAIL, SHEET 7 <br />c <br />C\i <br />TOP ELEV: 6641.8 <br />ELEV. 6638.50 <br />EDGE OF EXISTING <br />GRAVEL ROAD <br />ROADWAY CROSSING <br />f <br />ELEV. 6639.50 PLAN VIEW: DISSIPATION BASIN <br />A SCALE: NTS <br />SITE PLAN: DISSIPATION BASIN <br />SCALE: 1" = 5' <br />�A ELEV: 6639.8 TOP OF BERM ELEV: 664 <br />EG ELEVATION: 6639.5± IRV INV. ELEV: 6 <br />639.75 <br />ROADWAY CROSSING ELEV: 6638.5 if <br />GRADE TO DAYLIGHT SLOPE 2% 2'-611 <br />------------- <br />'77' <br />-4� <br />GEOWEB CHANNEL <br />X <br />7'-6" <br />1'-2 ALL GEOWEB TO SEE SHEET 7 <br />12' 91 KEY IN 2FT DEEP <br />21-011 6" LAYER OF <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 />4" GEOWEB <br />FILLED WITH CONCRETE <br />VARIES, SEE PLAN 11. EXISTING ROADWAY <br />24' 10, <br />VARIES, EXISTING GROUND <br />SEE VARIES 1 10 10 <br />PLAN 18'-24' <br />=xxx <br />TENCATE MIRAFI HP570 HIGH STRENGTH 24" #4 REBAR. ofil <br />D509" RIPRAP SPACE @ 3' <br />WOVEN GEOTEXTILE SEPARATION FABRIC, O.C., E.W. <br />GRANULAR BEDDING <br />SECTION B -B: RIPRAP APRON SECTION C -C: ROADWAY CROSSING OR APPROVED ALTERNATE. <br />SCALE: NTS 6" LAYER OF SCALE: NTS 4 rn <br />���s� j �j N����i <br />SNA L <br />LFIl <br />DISCLAIMER TEXT: DISSIPATION BASIN & ROADWAY CROSSING DETAILS <br />THIS DRAWING HAS BEEN PREPARED FOR THE USE OF ALEXCO WATER AND ENVIRONMENT INC.'S <br />CLIENT, COLORADO LEGACY LAND, LLC AND MAY NOT BE USED, REPRODUCED OR RELIED UPON BY NORTH WASTE ROCK PILE DIVERSION CHANNEL <br />12-13-2019 For DRMS Review E TSC THIRD PARTIES, EXCEPT AS AGREED BY ALEXCO WATER AND ENVIRONMENT INC. AND COLORADO FORMER SCHWARTZWALDER MINE, GOLDEN COLORADO <br />8-5-2019 For DRMS Review D EW COLORADo LEGACY LAND LEGACY LAND, LLC AS REQUIRED BY LAW OR FOR USE OF GOVERNMENTAL REVIEW AGENCIES. ALEXCOo.TECHNICAL REVISION #28 <br />6-10-2019 For DRMS Review C EW WATER AND ENVIRONMENT INC. ACCEPTS NO RESPONSIBILITY, AND DENIES ANY LIABILITY -1977-300 <br />1 1 WHATSOEVER, TO ANY PARTY THAT MODIFIES THIS DRAWING WIT,-IOUT ALEXCO WATER AND MINE LAND RECLAMATION PERMIT M <br />5-22-2019 For DRMS Review B EW <br />42MM EWAM&OsWemview A EW ENVIRONMENT'S EXPRESS WRITTEN CONSENT REVISION: E 12-13-2019 SHEET No.: 9 <br />DATE ISSUEIREVISION REV DRW. APP. DRAWN BY: TSC DESIGNED BY: SL REVIEWED BY: IL <br />No. <br />DEC 2 8 2020 <br />