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INFLOW MEASURMENTS <br />LOCATION <br />FLOW (gpm) <br />pH <br />COND. <br />TEMP. ('C) <br />A <br />13 * <br />8.8 <br />4900 <br />5 <br />B <br />65 * <br />8.5 <br />5000 <br />10 <br />C <br />98 <br />8.8 <br />4300 <br />10 <br />D <br />102 <br />8.3 <br />5200 <br />16 <br />E <br />16.6 <br />9.0 <br />3300 <br />11 <br />F <br />1.3 <br />9.3 <br />2900 <br />7 <br />G <br />1.1 <br />9.1 <br />2700 <br />8 <br />H <br />2.8 <br />9.1 <br />3100 <br />12 <br />I <br />0.4 <br />9.0 <br />2900 <br />11 <br />J <br />0.7 <br />9.1 <br />2800 <br />10 <br />K <br />2.2 <br />9.0 <br />3000 <br />5 <br />L <br />1.8 <br />9.2 <br />3700 <br />5 <br />M <br />4.3 <br />8.9 <br />3500 <br />9 <br />N <br />0.4 <br />8.9 <br />4300 <br />15 <br />0 <br />4.2 <br />8.4 <br />300 <br />10 <br />P <br />0.3 <br />8.7 <br />9000 <br />13 <br />R <br />2.5 <br />8.2 <br />8500 <br />17 <br />8 <br />8.9 <br />3900 <br />13 <br />TOTAL 246.6 <br />* FLOW A & B INCLUDED IN FLOW C. <br />M <br />2 <br />INTERMITTENT <br />MINE DISCHARGE FROM <br />SUMP AT #22 CROSSCUT <br />IN B -SEAM <br />APPROXIMATELY <br />200 G.P.M. AVG. <br />O <br />DISCHARGE TO C -SEAM <br />FROM SUMP AT #28 <br />CROSSCUT IN B -SEAM <br />1 <br />1 <br />14 <br />K <br />DISCHARGE TO SUMP AT <br />#22 CROSSCUT IN B -SEAM <br />FROM BORE HOLES AT #46 <br />CROSSCUT FROM C -SEAM <br />5 <br />LARGE INFLOW / \ <br />FROM SPRING IN <br />DECLINE FLOOR. <br />D AT DISCHARGE END <br />OF PIPE IN #22 <br />CROSSCUT. <br />E <br />REPORT YEAR <br />- - -- PROJECTED INFLOW MEASURED FLOW <br />Z- F <br />Ito] <br />15 <br />20 <br />0 <br />v u❑ <br />Q QQ QQ <br />QOQ 00 INTERMITTENT DISCHARGE <br />00 D INFLOW FROM PROBE Q�OQQ FROM B -SEAM 85 G.P.M. <br />W/O DISCHARGE <br />❑ a D DDD DDDD 11 11 <br />#8 <br />HOLES CROSSCUT T O SEEPS D 13 aQQQ B <br />40 DDDD D QnD �i Dac-DW 9 11 - <br />oD o D Q <br />00 ° ° °° aaaaa DC_ o 0 <br />o ° °aw °p ov �G�l Q DDD� DODD D��'�� <br />CCll' ° ° °v °poQOacv ° °oo �Qaaaaaoo ° °o °o °poa QC�DI 10 GLAD DDD __JL <br />35 ❑U� �C7 ° ��pt�°p°QO1C: aI L 40 2 �/�DO 1 "'+� DDD aO�DOD ci �/ - <br />ov °v ° °oCj� zo �Q�Qq <br />pooao ° °�aoa a �C7Q�� O�'Q� � 25 Q! <br />�OOD� nU �aoaoo °DOao0oQQaooaolavo° °o �4 6 -�1 <br />❑0 _ _ oaa ooanoo 19 30 904 oa00 Q�Q9906 DODop�oo40oo0iOQ0OGo0000Qoo0 2 3 \ <br />❑DID DD-Q ° °oo °$ °o° °a °��o� a �- INFLOW FROM RIB SEEPS- - <br />° ° ° ° °° ° ° DOQO 35 #16 CROSSCUT TO #47 CROSSCUT <br />30 DODD ° ° °° QQQ LWATER SPRAY <br />oaoo <br />C7 �ooC- �°cSoC:) ,G'��� <br />C -SEAM WORKINGS Q� D �D000 � b <br />0 30 <br />25 �� 001 <br />aDo <br />35 <br />DISCHARGE FROM SUMP AT <br />#49 CROSSCUT TO SUMP AT <br />#28 CROSSCUT AND /OR TO <br />SUMP AT #59 CROSSCUT 10 <br />BORE HOLES <br />TO C -SEAM <br />07 <br />r� <br />G <br />Z_ J <br />L H <br />INFLOW FROM RIB SEEPS <br />#21 CROSSCUT TO #51 CROSSCUT <br />45 <br />K <br />5 <br />RIBS DRY <br />ABOVE FLOOR <br />15 <br />25 <br />20 <br />INFLOW FROM <br />FLOOR SEEPS <br />all <br />L <br />M <br />1 <br />■■■ <br />ROOF DRIPS- <br />FROM BOLTS <br />N <br />INFLOW FROM FLOOR SEEPS -/ <br />#51 CROSSCUT TO #69 CROSSCUT <br />000� <br />000C2 <br />DRILLHOLE WITH- <br />PIPE AND VALVE <br />INFLOW FROM RIB SEEPS <br />#69 CROSSCUT TO END <br />RIBS WET <br />ABOVE FLOOR <br />B -SEAM WORKINGS <br />L2 <br />■�i�% ■������������� • Sri <br />400 200 0 400 800 <br />SCALE: 1" = 400' <br />�p <br />INFLOW FROM RIB - <br />SEEPS AND FLOOR <br />SEEPS <br />C W/O DISCHARGE FROM B -SEAM <br />NO INFLOW FROM <br />BORE HOLE TO <br />SURFACE AT <br />SUBSTATION #3 <br />ROOF BOLTS DRILLED AND ANCHORED <br />AT 12 - 17 FEET DEPTH DRIP WATER. <br />ROOF BOLTS DRILLED AND ANCHORED <br />AT 6 - 8 FEET DEPTH ARE DRY. <br />STARTING AT #6 ENTRY #7 CROSSCUT <br />CONTINUES TO #5 ENTRY #12 CROSSCUT <br />AND FROM #5 ENTRY #20 CROSSCUT <br />TO REST OF MINE INBY. <br />NOTES <br />1 <br />50 <br />55 <br />�OOOC7�0 <br />OC7000O� <br />%�a0OC7�O <br />C700C�O0� <br />LEGEND; <br />INFLOW COURSES <br />SUMP AREAS <br />BAD TOP <br />Permit Number <br />Class: OPermit <br />Section/Exhibit : _ _ _ _ _ <br />Class Revision <br />_ ----------- <br />/f / <br />TypelSeq <br />Class Iew t O Hydro 5General <br />Doc Type <br />/� <br />` <br />- - ------ -- - - - - --CiiJpe <br />OAppGCation (Coal only) � Bond � Enf cement nspec i <br />MINE INFLOW STUDY PERFORMED 3/12/92 <br />TOTAL ESTIMATED INFLOW 17 GPM <br />MINE INFLOW STUDY PERFORMED 6/15/92 <br />TOTAL ESTIMATED INFLOW 107 GPM <br />MINE INFLOW STUDY PERFORMED 4/12/93 <br />TOTAL ESTIMATED INFLOW 169 GPM <br />MINE INFLOW STUDY PERFORMED 1/4/94 <br />DEB 2 �gg5 <br />o� iJi��ie(a�s & Leo \o9Y <br />ENGINEER'S CERTIFICATION <br />I hereby certify that this drawing was done <br />by me or under my direct supervision and <br />that all of the information presented on this <br />MZtrue and correct to the best of <br />e and belief. <br />TOTAL ESTIMATED INFLOW 175 GPM <br />MINE INFLOW STUDY PERFORMED 10/21/94 Ja30E.3tR.`g4 Date <br />Colorado P. c<k9230 <br />TOTAL ESTIMATED INFLOW 247 GPM = �F••.. .:'.�R° <br />4 ANNUAL UPDATE <br />3 ANNUAL UPDATE <br />2 ANNUAL UPDATE <br />1 ANNUAL UPDATE <br />No. REVISION <br />N0° <br />/* SOMERSET I.D. <br />MINING COMPANY E <br />L.K.J. 11 -15 -94 <br />L.K.J. 03 -16 -94 SANBORN CREEK MINE 2 <br />L.K.J. 05 -18 -93 MINE INFLOW MAP 2 <br />L.K.J. 06 -15 -92 DRAWN BY: J.E.S. DATE: 04 -12 -92 <br />BY DATE SCALE: 1" = 400' DRAWING: S -050 <br />aoi,i3 <br />