Laserfiche WebLink
o: <br />mod' <br />Go <br />N <br /><V <br />_o <br />Cn <br />U <br />1' (MIN.) <br />INSTALL BERM AS <br />DIRECTED ON SHEET 3\ <br />g ;1 <br />DIVERSION BERM <br />SECTION 20-3 <br />NTS <br />4' <br />SECTION D —D' <br />NTS <br />WETTED, WHEEL— ROLLED <br />3.• 1 <br />N <br />3\ <br />12' THICK RIPRAP BLANKET: <br />ANGULAR ROCK (NATIVE MATERIAL) <br />d„ = 6'(APPROX.) <br />SEE SHEET 3 FOR LOCATION: <br />GRADE TO DRAIN FROM EX. POND <br />COMPACTED (MIN) TO PROPOSED RETENTION POND <br />EMBANKMENT <br />ORIG. GROUND \ N <br />TOE OF WASTE PILE TO POND COLLECTION SWALE <br />SECTION 30 -2 <br />NTS <br />N <br />WASTE PILE <br />INSTALL SPILLWAY ON NORTH SIDE OF PROPOSED "\Ne`` <br />IMPOUNDMENT EMBANKMENT (ADJACENT TO EXISTING �. <br />EAST —SIDE TERRAIN). <br />TOP OF 6358.0 TOP OF RIPRAP ��� EXISTING <br />EMBANKMENT 6359.0 EAST SIDE I <br />TERRAIN Z <br />/ / <br />ELEV..., p 6357.44 ay G <br />'�' 6357.0 31* — 4.53 <br />�/ ,00 <br />COMPACTED/ 6356.0 <br />��MBANKMENT * SLIGHTLY ABOVE 10—YR <br />STORAGE VOLUME 12' THICK RIPRAP BLANKET- <br />ANGULAR ROCK (NATIVE MATERIAL) RUNOFF FROM 6' l <br />4' d„ = 6'(APPROX.) ONSITE BASIN 30 <br />(MIN. � ELEV. 6359.0 <br />* — USE NATIVE MATERIAL FROM DETENTION POND EXCAVATION. 3'A <br />INSTALL AS LOCATED ON PLAN IN 6' LIFTS (MAXIMUMUM). 3.1 <br />WHEEL ROLL EACH LIFT TO MAXIMUM VISUAL COMPACTION. <br />SECTION C —C' " ' /1 <br />NTS COMPACTED EMBANKMENT <br />SECTION A A' <br />NTS <br />REMSIM ® RLC DATE 3127/2013 OR"m BY RLC DATE 9122/2012 , 2350 G Road DRAINAGE CHANNEL CROSS - SECTIONS & DETAILS <br />REMON& RLC DATE 8/1/13 0 gy PW MATE 9,/2212012 O Connor De*n group Inc Grand moo"' Co. 81505 DRAINAGE DESIGN PLAN <br />REVISgN ®- DA>E CHECKED By Pwa M1E 9172/2012 <br />1 9?9 — • Phone: (970) 241 -7125 <br />Fax (970) 241 -7852 COTTER CORPORATION MINE SR -13A 1111,1011101 <br />