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BOTTOM OF EMBANKMENT q <br />1 <br />1 <br />TYPICAL SECTIONAL ELEVATION OF INCISED PONDS <br />SECTION THROUGH EMBANKMENT <br />EXCAVATED (INCISED) SURFACE <br />SECTION THROUGH EXCAVATION <br />ORIGINAL GROUND SURFACE <br />_j 1 <br />1 <br />I-*-- -20' MIN. - 10 <br />w�1 <br />2.5 <br />EXCAVATED SURFACE <br />MAY BE CONSTRUCTED WITH <br />UP TO 20' HIGH BENCHES <br />-10' Max. <br />EMERGENCY SPILLWAY ELEVATION <br />N.P.D.E.S.ID 001a 002 003 005 007a 008 009 010a 004a 006a 009a <br />COAL FILL FILL FILL <br />LOCATION FILL 1 FILL 2 FILL 3 FILL 5 FILL 7 FILL 8 FILL 9 LOADOUT 4 6 9 <br />Uj <br />Uzi VOLUME (A+F07022.1 .0 1 4.2 3.9 1 8.7 2 3.4 1.0 0.44 0.03 1.4 5.5 1.4 <br />N ° ELEVATION ( 6875.5 6840.6 6811.9 6911.1 6791.9 6896.9 6595.3 7001.0 6975.6 6908.3 <br />C- - - -_ - <br />�I OTAL POND VOLUME (AF)'' 10.3 8.3 7.6 10.2 7.9 10.4 2.1 0.6 2.6 2.4 3.8 <br />l - <br />�ICONSTRUCTED 7033 6888 6853 6823 6920 16807 6907 6602 7012 6982 6916 <br />z CREST ELEV. (FT) <br />LU <br />°TOP WIDTH (FT) 14 14 14 14 14 14 14 14 14 14 12 <br />- - <br />20 12 12 12 12 12 8 <br />RISER 12 12 12 8 <br />DIAMETER (INCHES) j <br />CREST ELEV. (FT) 7029 6884 4 68494 1 6819 6917 6804 6904 6599 7009 6979 6913 <br />O SIZE OF HOLES) 4 @2' 4 2'2' @ 3 @2' 3@1.5' 2 sets 0f 4 @ 1" 4 @1" 4 @1• „ ,� 3 @i• - 2�° 2" <br />�° 2 2' �° 3 2' ase+sofa@ 4 1" q @1: 2 @2 2@i 3 1' 2 91 2 1" <br />(INCHES) 4 @2' 4 2" 2 @2• 4 1' 4 @i'3 @1.5 '- 3@1.5' 2112" 4 1" _ <br />SPILLWAY DETAIL (TYP) <br />DESIGN DEPTH <br />2.5 - 3 2.5 - <br />BOTTOM <br />N WIDTH <br />I;I <br />1__� <br />BEDDING MATERIAL <br />TYPICAL SECTIONAL ELEVATION OF POND EMBANHII11ENTS <br />1.4 <br />TRASH RACK ti <br />AND ANTIVORTIX SPILLWAY DESIGN <br />1.0' MIN. DEVICE PONDING LEVEL °""", ELEVATION OF EMERGENCY SPILLWAY <br />EDIMENTATION LEVEL SET OF HOLES ARIES a <br />RE IRED ELEVATION OF LOWEST <br />S (VARIES) � ANTISEEP COLLARS AT <br />20' SPACING EXTENDING ONE <br />PAST DAM <br />V <br />VARIES <br />T <br />POND SCHEDULE <br />2 -2 2 -3 3 -1 4 -1 4 -3 5 -1 6 -1 7 -1 7 -2 7 -3 7 -4 <br />FILL 4-2, FILL 4-1, P5, <br />ILL 2 -1 NORTH P2 P3 P6, SOUTH P2 NORTH P7 FILL 7 -1 FILL 7 -2 <br />- <br />- -P4 -P4 FILL 5 -1 FILL 6 -1 <br />7.9 1.7 3.9 4.4 2.90 5.8 8.4 .851 2.3 5.5 2.2 <br />6638.2 6616.6 6659.0 6701.0 6666.7 6734.6 6735.6 6686.1 6681.0 6642.5 6634.8 <br />16.6 1.2 7.3 8.8 4.9 1 9.6 3.8 7.4 6.1 9.3 4.4 <br />F 6647.5 6622 6667 6707.4 6672 6742 6742.5 6697.5 692 L6652 6642 <br />12 14 12 12 12 14 14 14 14 14 14 <br />8 8 8 8 8 12 18 12 12 12 12 <br />6644 6619 6664 6704 6669 6737 6739 6694 6689 6646 6638 <br />2 @2^ -3 @2. 3@2,� 4 @2„ +.5• - 31519 3 @i.- 4 @1.5„ 4 @i„ <br />2 @1 3 1 „ „ 15' <br />3 1° 2 1" - 3 1" _ 3 @2 4 @2 -,5' '' - - s i^ 4 @1.5„ 4 91„ <br />g ELEVATION OF LOW 7022 6876.5 6841 6814 6911.5 6793 6898 6597 7006.00 6976 6910.0 6638.5 6617 6660.5 6701.5 6667.5 6735.0 6736 6691 6686.5 6644.5 6636 <br />Fr EST. SET -- - - <br />BARREL 18 10 8 10 12 10 6 12 8 8 6 6 6 6 6 6 1 8 14 8 8 8 8 <br />DIAMETER (INCHES) I -- <br />DESIGN „J ^Jr � �r_ o� �� 'G '� �� '� 95 25 25 25 25 25 25 25 I 25 25 25 <br />FREQUENCY (YRS) <br />CONSTRUCTED HEIGHT <br />aBETWEEN BASE OF 10 1 10 10 10 10 10 10 5 10 10 10 <br />DAM A <br />Ch INVERT OF w ELEVATIONS(FPITLLWAY -� - - - - - } - <br />Z CREST 30 6885 6850 6820 6918 6805 6905 6600 7010 6980 1 6914 <br />Lu BOTTOM WIDTH 14 16 14 16 10 16 15 1 14 14 15 <br />M <br />W __. - <br />DESIGN DEPTH (Fl) 1.9 2.0 2.0 2.0 1.0 1.0 1 .0 U.9 1 .0 1 .0 1 .0 <br />FREEBOARD( 1.1 1.0 1.0 1.0 �0 1.0 1.0 1.1 1.0 1.0 1.0 <br />11 -YEAR SEDIMENT STORAGE, 10 -YEAR 24 -HOUR STORM <br />22 -YEAR SEDIMENT STORAGE, 10 -YEAR 24 -HOUR STORM <br />SPEAK STAGE, 10 -YEAR 24 -HOUR STORM PLUS SEDIMENT VOLUME <br />10 <br />5 <br />10 10 10 10 <br />10 <br />6645 6620 6665 6705 6670 6740 6740 <br />25 8 10 40 11 16 15 <br />1.5 1.0 1.0 1.4 1.0 1.0 1.5 <br />1.0 1.0 1.0 1.0 1.0 1.0 1.0 <br />ire, <br />wwvv <br />12 <br />1.5 <br />1.0 <br />10 <br />10 10 <br />6690 6650 6640 <br />6 18 6 <br />1.0 1.0 1.0 <br />1.0 1.0 1.0 <br />I <br />CONSTRUCTED <br />EMBANKMENT <br />HEIGHT <br />PRIMARY OUTLET <br />RISER DETAILS (FYP) <br />RISER DIAMETER VARIES <br />NUMBER OF HOLES <br />AND SIZE VARY <br />ELEVATION <br />BARREL CONDUIT DIAMETER VARIES <br />Permit N tuber C l - OF (� <br />Class omit OO <br />SecUO /Exhibit_ _ A f <br />evision _ <br />Class O R - Y "' Cr-`= �� -.�.7 ._.- - <br />Type,Seq. <br />Class ❑ Reporl O Hydro ❑General - i <br />Doc Type: ' -- <br />Application (Coal onl -- <br />Y) ❑bond ❑Enforcement ❑Inspection <br />RECFI`fr^ <br />JAN ) 2002 <br />Division of Minerals 5 c;ea:wv <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -0 <br />CERTIFICATION L O R E N C I T O COAL C13my L L C <br />LORENCITO CANYON MINE <br />I certify that I have reviewed this drawing and that Las Animas County, Colorado <br />it was prepared under the supervision of a certified <br />professional engineer, geologist or land surveyor SEDIMENTATION POND SUMMARY <br />assist,, s in a variety of natural resources <br />disc. "�` ��• o ormation contained herein is REV DESCRIPTION BY DATE <br />ac - t he tilts my knowledge and belief. A I UPDATED FILL 7 DATA RLZ 01.16.02 <br />/- <br />- z <br />Karl Date <br />",j000r <br />�X Xm j, FIGURE <br />BY: ML PREPARED BY: LW DATE: 01.16.02 EX 15 -14 <br />