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C <br />Q <br />Oc <br />a <br />M <br />a <br />ILL <br />a <br />C <br />C <br />LL <br />c <br />a <br />a <br />a <br />a <br />I <br />4 <br />I <br />Q <br />n <br />■ <br />r <br />C <br />c <br />LC) <br />I <br />vi <br />° L0 <br />� <br />a', <br />ar <br />N <br />n l �, <br />o <br />w <br />/� <br />° <br />W <br />N <br />0 I <br />O I I \ �I <br />a / W <br />c <br />Oo <br />o <br />V <br />O ° <br />L <br />I 1 1 1 <br />moo,° <br />h <br />�d <br />...... <br />..................... <br />. <br />I I Rs <br />If <br />o � <br />O <br />/ <br />NORTH SAE AREA.! — CHANNEL PROFILE TARS <br />, S T <br />_ <br />moo° <br />ELK CREEK GENERATORS <br />AND THERMAL OXIDIZER <br />n° <br />015 <br />280 <br />• o <br />I o <br />° <br />/.. <br />00 <br />° <br />CULVERT DA (2) <br />— <br />/ i <br />DITCH 07 <br />I <br />-0 <br />/F/ <br />1. <br />-- <br />STRAW <br />�f� <br />BALES OR <br />SEDIMENT FENCE <br />/ <br />/ <br />I I <br />/ �1 V I' <br />V o <br />8500 <br />X00 <br />- <br />�.. -! <br />- -/X- <br />0 0 <br />CULVERT DBa <br />SOIL STOCKPILE SAE <br />I <br />STRAW BALES OR SEDIMENT FENCE <br />If <br />I <br />^� <br />II <br />SLOPE 1 <br />- -- <br />—�/ <br />/ / <br />I <br />! <br />SAE / <br />RIPRAP CHANNEL I ' <br />^ (O <br />If <br />TOPSOIL DOW <br />DE50€ = 5" <br />1 <br />I <br />8000 <br />co <br />`OI <br />/ <br />! / <br />I <br />w <br />^ <br />. ............. <br />LIGHT —USE ROAD <br />, <br />J <br />DITCH <br />D3 <br />I I � <br />11 <br />/I // I <br />\ o° <br />rn <br />••% UPPER <br />I <br />I I <br />I I <br />1 <br />l <br />I 1 <br />1 i / <br />o SLOPE STABILIZATION <br />AREA <br />\ <br />I : <br />SLOPE 2 <br />: <br />\ <br />SAE <br />l <br />0 <br />7500 I \ <br />LAMPHOUSE i <br />/// <br />�� <br />o <br />� <br />/// �0053 <br />I <br />( <br />j <br />i <br />11 I <br />I I <br />I <br />\\ \ <br />` <br />CULVERT DI <br />I I <br />I <br />DITCH <br />1 <br />CULVERT DH <br />/ <br />I <br />1. <br />DITCH D5 <br />\ <br />\\ <br />\. <br />U <br />MIDDLE <br />\ o \ `` 69Do <br />\ <br />o <br />/ <br />/ I <br />I <br />CULVERT DA <br />DI TCH l <br />I <br />� <br />oo . <br />I � � <br />i <br />� <br />1. <br />I 111 � • ,i, -I <br />,\ <br />EXISTING <br />RIPRAP BORROW <br />It <br />AREA <br />1 <br />DITCN D4 <br />- <br />I�� <br />BERM <br />If / <br />If <br />CULVERT DG <br />\ .� <br />, <br />\ <br />/ <br />ERT <br />Ln <br />DD co <br />� <br />IRIPRAP CHANNEL <br />OUTLETS CI <br />1 <br />° m <br />\ \ . \ <br />°\ \ <br />DE50E = 6 <br />CHANNEL <br />PROFILE <br />END <br />I. I <br />/. <br />/ <br />l <br />\ \ <br />m <br />o <br />If <br />i <br />�. ■ ■._sg ■.__..v.� <br />■ ■�.■�a.. ■v_�■■■� <br />■.�. ......�__...�.._...r <br />■ moo. � ■ ■ <br />' ( <br />1� <br />■ ■ <br />■ ■ ■ �� ■ <br />1VIATCH <br />■ �■� ■ ■ ��■ ■ <br />LINT <br />.. ora�........ate. ■ ®�■■ <br />- - -- <br />0 <br />o I <br />DITCH D5 <br />I: <br />o <br />8 Issued for 7R -73 <br />0 <br />11/11 <br />dKiger <br />T Leidich <br />T Leidich <br />\ <br />! \ <br />/ \ \ <br />�. <br />° <br />O. <br />I <br />LOWER <br />" <br />I 111 <br />7 <br />Issued for TR -68 <br />03/10 <br />JKiger <br />T Leidich <br />T Leidich <br />W <br />o <br />W <br />I <br />I <br />W <br />�W \ 6 <br />MR -64 Adequacy Responses <br />9102 <br />Keuscher <br />Warner <br />Leidich <br />5 <br />TR -39 <br />8102 <br />Leidich <br />Williams <br />Leidich <br />LEGEND4 <br />PR -04 Responses <br />5101 <br />Leidich <br />Bever <br />Leidich <br />PROFESSIONAL <br />ENGINEERS STATEMENT <br />3 <br />MR -55 Responses <br />1/01 <br />welt <br />Mothisen <br />Leidich <br />1, Thomas E Leidich, state that the changes 01� °reaa,'e <br />in revision, 7R -73 dated 11 /11 was prepared as ® °oP® SST e ® <br />2 <br />Issued for PR -04 <br />8 100 <br />Leidich <br />Gates <br />Leidich <br />PERMIT BOUNDARY <br />- - - - - - UNPAVED ROAD <br />under my supervision <br />and al/ the information m° cops tFO o��?� % <br />1 <br />TR -32 Responses <br />5 100 <br />Leidich <br />Holm <br />Leidich <br />0 <br />7R -32 Responses <br />2 100 <br />Leidich <br />Bever <br />Leidich <br />DISTURBANCE AREA BOUNDARY <br />PAVED ROAD <br />presented is true <br />of my knowledge <br />and correct to the besp <br />and information. <br />v cs �a4 =o° <br />a I ° 45g _ <br />° <br />REV. <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />RESIGNED B D <br />DITCH <br />WATERSHED <br />// /% / / <br />°, o °���o <br />Im <br />SAE <br />Date omas E Leidich CO P.E. 01 31459 '��`� ".���/ ° °°° ° °���eeo`'® <br />' A t a <br />�� <br />R?CD <br />CULVERT <br />eaPaasoaaaaao ® ®eo® <br />� JV 2 <br />a, i,i. 1,1 <br />A012 NPDES DISCHARGE POINTS <br />O P.O. BOX 535 uNw : m ati a <br />STREAM <br />° ning :;r:<: Safety <br />Somerset, CO. 81434 <br />MAP KEY <br />PROJECT: <br />SOMERSET, SANBORN CREEK, & ELK CREEK MINES <br />NOTES: <br />3 <br />DRAWING <br />TITLE: <br />1. ORIGINAL MAPPING INFORMATION PROVIDED BY OXBOW MINING LLC <br />n <br />- <br />SCALE <br />DRAINA GE AND SEDII T rte_ 13 <br />2. CHANNEL PROFILE SHOWN ON DRAWING 2.05 -M7. <br />d v <br />CONTROL PLAN <br />4 <br />100' 0 100' 20I0' <br />1 <br />2 <br />CONTOUR INTERVAL 10 FT. <br />Sheet 3 Of 4 Sheets <br />SCALE: <br />DRAWING No. <br />MONTGOMERY WATSON <br />AS SHOWN <br />2.05 —M4 <br />a <br />