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w <br />EL.8129.670 -° p o <br />0 o o EL 6164 17 p O o o R 7R <br />/`.✓ " ' m m m r^ ., .. /��/ / // �iR //////rr/// y ///1 / / / / / / / / / / / /r� // �/ m <br />N: I <br />7, <br />/ y <br />it <br />16 . / / ' /rill/ ,�\ i /iii /i% r• <br />�/ 15 14 <br />- 53,000N r • i I // - / ` <br />m m <br />0 0 <br />55, 0 N <br />N <br />/ r <br />i <br />' 52,000 <br />P <br />•� .... ... • EL B EL. 1. <br />. 724 <br />EL 613497, .. .. DI TCH L -3A �..._ /.: <br />DITCH <br />\ • \\ L -3e <br />J I I \ \ a POND L <br />50 OOONV <br />I \ \ \ POND <br />\ \ \ \ -------- USGS GAGING i <br />STATION 06619420 \ <br />I \ \ \\ \ \ \ 1 <br />\ <br />49:000 N I II W I <br />DROP STR \TORE / NOTE.• the dunoff designed tcontain watershed <br />boundary shown and the .runoff <br />Tom the cif area to its north. <br />/worst case hydro logy occurs <br />during posimining land use./ /, // // / // <br />/ <br />2# <br />48,000 N <br />r <br />\ \ 1 POND <br />I I I \\ \m N <br />47,000N <br />16 ii ✓i ✓/ <br />I I I �p.TGN <br />DITCH <br />46,0JO 0 + �' - /i <br />- <br />.. <br />so <br />. Eli / /� %, ji' • i : , EL.e 62 09 <br />6L 815]9 .. ... .. � \•. .� � / j// �jj /// ••, �. �\ _ <br />CULVERT 12 LO <br />✓ / ✓,/ j j i : POND f1 • ; Bx, ! � DITCH G -2 <br />1 -48" CMP <br />Q =64 cfs / \�G <br />n5 oraw 1 <br />.._ rllrtww.... ..ilea . ✓ �' - � Nx„ /� /� / / r / / r. <br />/j <br />y <br />'C,ULVERT II � \I � POND <br />1 - -36" CMP .' ✓ / 1 1 / / / / /// / / /// <br />/ <br />'Q-4 cfs j/. j I I G / • / / //✓ <br />/i 48" CMP 17 <br />/ /�I / / / �// 0 = 51 cfs <br />jCULVERT 1 P 3 2. �/ Im r <br />44 OIWN <br />/ I 41 POND F <br />CULVERT 91.1 <br />I , <br />136 CMP <br />Q 18 cfs <br />I v <br />/ I V A 1= ifs / �./ / 1C{1± VENT 9C <br />43,000.N/ .' A� �/ // 9 CMP <br />/ , I I \ Q 18 cfs <br />B B \ 25 2$ <br />/ F <br />Q��/ <br />CULVERT 94 <br />/ 48" /CMP, / <br />Q 36 cfs / <br />li <br />� /�/ ten, / � � • V ��I.. \ \\ 1 / /,� <br />V / m <br />42,000N 1 ,.. <br />� CULVERT 6 <br />P _ <br />A 2 - 42" CMP / <br />^ NAT URAL DRAINAGE CHANNEL \ \�� 0 = 93 cfs <br />5 , / '✓ / f4=: / v1, 1 �' ��I POND E <br />i <br />� I � I <br />IJ <br />}. <br />"and, V CULVERT '3, <br />_PIT � 1 � 2- 24 CMP_ _ A\ <br />' <br />i <br />� RV p = 5173 cfs <br />l <br />/ <br />41,000 N <br />EL 62 A2 <br />1 \ <br />I J V <br />I ' <br />EL.a216.88 <br />40.000 N <br />aBiB ' <br />1 " <br />w, s 4, <br />- <br />. <br />, <br />8 „- os <br />39,/, <br />I. I <br />•r <br />39.000 N - <br />I' <br />I <br />\\ Q ,32 <br />I / 1 FOND D <br />A304 <br />I \ 1 <br />CIULVE�T 2 <br />J <br />- 3R,000N / I <br />�. 1 1= 12” <br />1 -36� �MP <br />Q =38cfs <br />7�j / <br />33 _ /J �� i� ayy �* �J� �m ..r., � SAFETY BERM <br />1. <br />I ,A V r % CULVERT 2A <br />e I r � I ' I __ ; �- -'*� °_ \• � - 18" CMP WITH FLEXIBLE TUBING / //, // •" <br />in Q =2.8 <br />D/YCH 2 <br />37,000 N ° x �� 1 (' �' �i �t : ,. ,;� //� ✓ <br />1 , <br />POND C <br />�� <br />303 <br />/ <br />/ <br />1 <br />B. <br />36,GGON <br />36,000N aa. <br />NMQA <br />9 <br />9,:� <br />NN <br />1 <br />s•x • <br />POND B <br />ff <br />EL. 74 <br />EL -8334 04 <br />EL.6374.93 °' / EL 83 4 16 I <br />35: • j j �� �' ; I I •x t ll ,I' ,III I� '� v \ 1 \' `t• / ■ O� /// j /� <br />GOON � 1 ■ <br />1 8 <br />,I <br />8 0 <br />l <br />I <br />II a <br />l i <br />I <br />i <br />•I <br />A / <br />34.000 N. <br />/ I I <br />�I <br />�i <br />I / <br />0 <br />• ,l o <br />34000N <br />IF <br />4P <br />301 <br />POND A / / 33.0001V <br />.8�, / // � <br />33.000N , i 1 4� gip, ��' - e leas,. 'a f� /� <br />/ <br />I <br />/ <br />I <br />1 <br />/1 <br />4 <br />/ 1/Jl 11 i/.. 1 I� / .B�9sn / / __ J _ 32000 N y <br />j <br />32:000 N <br />*, <br />P. <br />I <br />I: �.� /1 1' 31:000N <br />i <br />a' J <br />' / � • I VIII /I eDrx� / / � % / %// <br />31 000N <br />� � � I •. I •0]001, w. <br />-: <br />�- � �. -03•S- —. A , 1 tlA9. rea v.J <br />� ,� '- -� _ - - j • ,, r/ , .,., •0x:.9 / // , , <br />P N <br />p ° B <br />o o <br />- 4 o o o R RW ° o 0 v 0 <br />I <br />0 <br />0 <br />, <br />EL. 0205.93 <br />t'1 EL.831719 1 <br />Permit N be 'L - 19,to -00� <br />Class: Permit ( /� <br />Section/ Exhibit: VB�((/flYCl�_.•._.J, =!.� - ._._._._._._,_ <br />•_ 1 <br />! Class: ❑Revision <br />TYpe /SeQ ._.-.-.-.----------- <br />Cl ----- --------- <br />ass: O Report 0 Hydro ra <br />06enel <br />Doc Type: - -- <br />-------- ----- -- - --- -- cement -- ns-- i----- - - - - -- <br />OApplicalion (Coal only) ❑ Bond O Enforcement ❑Inspection <br />LEGEND <br />PROFESSIONA R's STATEMENT L - AREA MINED PRIOR TO AUGUST 3, 1977 BOUNDARY - PERMIT <br />``pg REg�y„iiy� tom' - hoi this mop __ /' AREA MINED AFTER AUGUST 3, .. BOUNDARY - U.S. COAL LEASE C -22777 <br />1, Patrick G�, •�F� „,,' "�T'" y 1977 AND <br />was prepo�$.�e� c* ��offpervision and all PRIOR TO MAY 3, 1978 }-< CULVERT <br />the inforff4#bnapresen` *.F&reon is true STREAM BUFFER ZONE <br />____ -_ AREA MINED AFTER MAY 3, 1978 AND -- ----- - - - - --_ <br />and correct atj t1 Aesj ool my knowledge <br />J �` PRIOR TO AUGUST I, 1980 _ — _ DRAINAGE BOUNDARY <br />and inforrri8�° A.., 00.- P77= UNCONSOLIDATED STREAM LAID DEPOSITS <br />„ HOLDING STREAMS SEDIMENT POND OR DIVERSION DITCH <br />Dote Patric 'G.” Corser, CO P.E. 2843/ DRAINAGE BOUNDARY <br />SCALE WORST CASE HYDROLOGY CONTOURS INTERMITTENT STREAM <br />-- -- DIVERSION DITCH — PERENNIAL STREAM <br />0 500' 1000' <br />■ U.S.G.S. GAGING AND SAMPLING STATION STOCK POND <br />♦307 EXISTING SURFACE WATER MONITORING SITE -� <br />CONTOUR INTERVAL 5 FT. PIT DISTURBANCE AREA <br />A PROPOSED SURFACE WATER MONITORING SITE SEDIMENT POND <br />I <br />V , <br />Location Map <br />(See Permit Boundary Revision - Map 2) <br />R N o3 s /9� <br />Rivw <br />vnW <br />Kerr Mine Area <br />C 125 <br />0 <br />TR -15 Responses / <br />N <br />p Walden <br />MGM <br />I; <br />9 <br />8 <br />MR -25 Responses <br />TR -16 Responses <br />II/95 <br />9/95 <br />12E <br />4 <br />PGC <br />PGC <br />7 <br />Kerr Loadout <br />4/95 <br />T <br />PGC <br />6 <br />Bond Released Responses <br />N <br />z3 4 <br />NORTH <br />PGC <br />' <br />N <br />H,'Jw <br />0 10,000' <br />4/92 <br />'j <br />Location Map <br />(See Permit Boundary Revision - Map 2) <br />R N o3 s /9� <br />ro e.z I.M. <br />cu..�w� erw. cei.•.m e4.'n <br />r I I 1 I I,II �ill;lf' i�T - <br />0 <br />TR -15 Responses / <br />1/96 <br />MGM <br />PGC <br />9 <br />8 <br />MR -25 Responses <br />TR -16 Responses <br />II/95 <br />9/95 <br />TWS <br />MGM <br />PGC <br />PGC <br />7 <br />TR -13 Responses <br />4/95 <br />MGM <br />PGC <br />6 <br />Bond Released Responses <br />8/94 <br />MGM <br />PGC <br />5 <br />Revise Culvert No.2A <br />4/92 <br />KLC <br />TEL <br />4 <br />Revise Culvert No-3 <br />3/92 <br />MGM <br />PGC <br />3 <br />Add Culvert 9C,9D; Changed Rd. Ditch 3 <br />II/91 <br />TWS <br />CHP <br />2 <br />Remove Culverts I 4 8 5 Changged "0" <br />Value Of 9A 8 90, ditch -I e L -1 <br />8/91 <br />TWS <br />CHP <br />Added Ditches / H2O Monitoring Sites <br />/91 <br />JGN <br />CHP <br />0 <br />Issued For 1989 Permit Revision <br />7/89 <br />TWS I <br />CHP <br />No. <br />REVISION <br />DATE <br />I BY ICHKD <br />Kerr Mine <br />kerr coal company <br />1130 County Road 29A P.O. Box <br />Walden. Colorado 80480 <br />r- - ^cI D <br />487 <br />JAI 091996 <br />MINE A REA '0"410'1 W' 1W111`r ®le a 13801m <br />S RFA CE WATER HYDROLOGY <br />Scale: <br />P, = 500' <br />Date: <br />JUL Y 1989 <br />Design By: Drawn By: <br />MA 44 MGM <br />MSHA ID No. <br />05 -02674 <br />TerraMatri -x MAP <br />e. • Ye...o.o.o,. s.. <br />16A <br />ro e.z I.M. <br />cu..�w� erw. cei.•.m e4.'n <br />r I I 1 I I,II �ill;lf' i�T - <br />