Laserfiche WebLink
Ir <br />w <br />on <br />Z <br />U <br />w <br />dl <br />m <br />LZ <br />w <br />J <br />LL <br />0 <br />U <br />0 <br />;,006346.3 S � <br />\ <br />: <br />Nq <br />6346.6 \ \ <br />\ <br />N 14,500 .. ..... .. .. ... ....... ... <br />� 1 \ <br />12' CMP t <br />6' PVC RISER \\ <br />I \ (SEE DETAIL 2, MAP 2.05✓, FOR ` <br />\ \SEDIMENT POND F DISCHARGE DETAIL) <br />\�, SEDIMENT POND -F <br />\,gs <br />\ EMERGENCY SPILLWAY <br />x <br />\ C VERT HCG • COLLE <br />LEGEND <br />0: <br />e: <br />N. <br />W <br />f\ ....... ........... .............._....._- ......... ............................. ............._................. <br />yI, <br />\'I <br />\ 65 .4 <br />I <br />i <br />T, <br />OPTION #2 <br />SURFACE T\ 0 BSEAM DRILL <br />SURFACE TO DSEAMDRILL HOLE <br />_OPTION #1 \ \ <br />SURFACE TO BSEAM DRILL <br />\ <br />` CONCRETE PADS FOR <br />SUBSTATION <br />�...... ......... <br />CONSPEC TRANSMITTER <br />1.5 -INCH STEEL PIPE <br />%3aD <br />22-FT, TALL <br />I <br />C" 1` <br />a •� <br />e I •� � <br />o EXISTING COLLECTION DITCH HCD-1 <br />x CULVERT HCC-2 <br />10" PLASTIC PIPE \ <br />TRUCK BACKUP <br />I / / <br />EARTH BERM (T TO <br />CULVERT H CC-3 <br />1\ <br />\ 18' SEMICIRCULAR PLASTIC P <br />8-FT. x 9.5 -FT. RIPRAP APRON <br />\ (APPROXIMATE DIMENSIONS) <br />1 \ D%=60 <br />�� <br />TOPSOIL PILE <br />CLEAN WATER DIVERSION <br />DITCH HCD-2 <br />AREA <br />PIPE INVERT) <br />PI \ <br />mo rn <br />V? <br />I <br />I <br />\ I� <br />L <br />NOTE: <br />1. AREA OF DISTURBANCE = 3.2 ACRES <br />2. SEE DWG 2.05 -E5-M2 FOR PRE AND POST MINING CROSS SECTIONS. <br />5V 0 5V 1W <br />CONTOUR INTERVAL 2FT. <br />29882 <br />PROFESSIONAL ENGINEER'S STATEMENT <br />/, John V Redmond, state that the changes <br />in revision, MR -76, doted 06105 was prepared <br />under my supervision and a// the information <br />presented heron is true and correct to the best <br />or my know /edge and information. <br />r <br />t ✓ iithn V. Redmond, CO P.E. 29882 <br />2 <br />EXISTING TOPOGRAPHY <br />Topsoil Pile <br />FANSITE AS -BUILT TOPOGRAPHY <br />Overburden Material <br />STREAM <br />J.Radmond <br />COLLECTION / DIVERSION DITCH <br />1 <br />SEDIMENT POND <br />/ \ <br />EXISTING CULVERT <br />/ \ <br />PROPOSED CULVERT <br />✓Redmond <br />EXISTING GRAVEL ROAD <br />p <br />AS -BUILT ACCESS RAMP <br />TR -49 <br />DISTURBED AREA <br />- <br />TOPSOIL PILE <br />f <br />EXISTING POWER POLE <br />♦ <br />PROPOSED POWER POLE <br />NOTE: <br />1. AREA OF DISTURBANCE = 3.2 ACRES <br />2. SEE DWG 2.05 -E5-M2 FOR PRE AND POST MINING CROSS SECTIONS. <br />5V 0 5V 1W <br />CONTOUR INTERVAL 2FT. <br />29882 <br />PROFESSIONAL ENGINEER'S STATEMENT <br />/, John V Redmond, state that the changes <br />in revision, MR -76, doted 06105 was prepared <br />under my supervision and a// the information <br />presented heron is true and correct to the best <br />or my know /edge and information. <br />r <br />t ✓ iithn V. Redmond, CO P.E. 29882 <br />2 <br />FILL <br />(cu. Yds.) <br />Topsoil Pile <br />600 <br />Overburden Material <br />112 <br />NOTE: <br />1. AREA OF DISTURBANCE = 3.2 ACRES <br />2. SEE DWG 2.05 -E5-M2 FOR PRE AND POST MINING CROSS SECTIONS. <br />5V 0 5V 1W <br />CONTOUR INTERVAL 2FT. <br />29882 <br />PROFESSIONAL ENGINEER'S STATEMENT <br />/, John V Redmond, state that the changes <br />in revision, MR -76, doted 06105 was prepared <br />under my supervision and a// the information <br />presented heron is true and correct to the best <br />or my know /edge and information. <br />r <br />t ✓ iithn V. Redmond, CO P.E. 29882 <br />2 <br />=k' -T2- <br />06105 <br />D.Gallery <br />D. Gallery <br />J.Radmond <br />1 <br />TR -51 <br />06105 <br />D.Gallery <br />D.Gallery <br />✓Redmond <br />p <br />TR -49 <br />01105 <br />D.Gallery <br />D.Gallary <br />✓Redmond <br />REV. <br />No. <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />REVIEWED AND <br />SIGNED BY <br />X B Q W P.O. Box 535 <br />Somerset, CO. 81434 <br />PROJECT: <br />RECEIVED <br />ELK CREEK MINE <br />DRAWING <br />TITLE: JUL 05 2005 <br />FACILITY DESIGNSvisiorlof,l, <br />HUBBA RD CREEK FA NSI TE e`als &Geology <br />Sheet 1 Of 1 Sheets <br />M W H <br />SCALE: <br />DRAWING Noce <br />Z % Os- <br />As Noted <br />�D.rc %i7 <br />I Z I <br />