Laserfiche WebLink
37+25.00 <br /> 8635-- 8635 <br /> ........ ........ ........ ... ...._......_......._...... ....._.... .. _................. ..........................._... .................._........_... ............. .. ................ ......._._...._...._......_ _............_. . ... ... ................................. .....__.._........_....._.._ ..... _.... ..........._.. .... <br /> ... ............... ................ .......................... .... ............................ ................................ ..... .. ....................................... ................ ..-....._....................... ......... ........................................................ .................... .. ........ <br /> I PERIMRIME R ROAD <br /> 8630 8630 <br /> TAILINGS ..... .............................. ............................. <br /> ............—IMPOUNDMENT.... ..................... ......... ........EXISTING SURFACE........................................ .......� ....—,..-..—. \................ .. ...... ....._............. .. ...... .... ........................ ................ .. .. <br /> _.. .. ..... .. ..... ......... __ _ <br /> ... .......... .. .......... ...... ....... —. ——' __'_ ——_— _ ......_.......... \.1\.......... .. ..... ............ ... .. . ....... .. .... .... ...... .... .. ..... ...... .................. .. ..... . <br /> 8625 <br /> 8625 _ ....._ <br /> .. ..._.. .. ..... .. ...... .. ..... ............ ..... ... ... <br /> ....... .. .... .. ..... ... .... ... ...... . ... .... ...... ..... ... ..... ...... ...... ... ..... .. ... ..... .... ... ..... ..... .... ..... <br /> — ' ... . .... ._.... ......_.. ....... ........ .. .._. .... .... _ <br /> 8620 __ ———_ — 8620 <br /> ...... _.. _.... _.... ASSUMEDLINER.. ...._. ......_.._..__... _...................._..... __....._.. ..... .. ... — —.......---- ._.. --_.—.-.- _....._... ...... ..._..._............ ........ .._..........._... <br /> .....EL=8621.5 .. .. .... _ <br /> ........ ............... ...... ... ........................... .............................................. ..... ............. ....... .. ..."................. ......_................ ............... ._ .... .. ......... ... ..... .. ........... ..... ................. _. .. ............... .... ....... ............ ................. <br /> 8615 8615 <br /> 8610 8610 <br /> —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 <br /> PROPOSED GROUND SURFACE <br /> FROM APRIL 2016 DESIGN <br /> ————— POST MAINTENANCE SURVEY <br /> GROUND SURFACE <br /> Q EXISTING LINER <br /> SCALE IN FEET <br /> a o g <br /> REFERENCE NO. REVISIONS BY DATE ISSUED FOR ISSUED BY PROJECT NO.: BMO0.07726N SAN LUIS TAILING FACILITY <br /> DATE: 111812019 OVERFLOW SECTION 0 <br /> BATTLE MOUNTAIN RESOURCES, INC. Engineering Analytics,Inc. SCALE: ASSHOWN REVISION <br /> P.O. BOX 310 DESIGNED BY: DRAWING NO. <br /> SAN LUIS, CO 81152 DRAWN BY: DITCH CROSS 4 <br /> CHECKED BY: SECTION 37+25.00 <br /> SH/E�ET OF <br /> APPROVED BY: - T 4 <br /> tl <br />