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2500 - r 25 LOCATION PLAN <br /> i \ Y try _r <br /> ;,..: , <br /> 2000 - I \A. 20 <br /> (:` . ' ,,,,,,,. ,,_ ,' . :fib: <br /> 0 <br /> S <br /> A\AI\ b‘\,) ^t4 <br /> � <br /> 1500 =� v /1k4V! .11,7,4k 15 � �� rf <br /> o 7 <br /> ' -C 10 000 kgrid <br /> G <br /> cn SEEPAGE RATE <br /> o o Time period 1992-2002 2003-2011 <br /> [L :� Average flow(gpm) 1691 1503 <br /> ELv <br /> Infiltration area(sq.mile) 8.7 8.7 <br /> v Seepage rate(in/year) 5.9 5.2 <br /> 1000 - 10 Il Average precipitation(in/y) 19.47 19.07 <br /> Seepage rate(%precip) 30% 27% <br /> NOTES <br /> 1 Carlton Tunnel flow measured at portal(1992-1995),below <br /> ponds(1996-present).Portal flow adjusted for losses. <br /> 2 Infiltration area includes the capture area of the Cripple Creek <br /> diatreme(Plate 10). <br /> 3 This plate presented as Plate 7,Cresson Project <br /> 500- � 1111. � - 5 <br /> Hydrogeochemical Evaluation. <br /> Adrian Brown Consultants,Inc. <br /> - ,1 1 <br /> r <br /> ` IAAN��.....���+++ 130 W 4th Ave,Denver CO 80223 <br /> �t AdrianBrown <br /> }rY Scale: No scale <br /> Drawn: A.Brown <br /> Date: 26-Feb-2012 <br /> V4 'i <br /> Fold <br /> Folder DADocumenlslDropboxt1385_CRI-MLE2\B_Response to <br /> DRMS\[HydroGeoChem-15.xlsx[Plale0l-Carlton Flow <br /> t ‘11‘ <br /> 0 �. '11.111 \til \lid dit\A Ail I 0 Cresson Project MLE2 Adequacy Review Responses <br /> N 07 v u-, <D r` CO m oN CO v ,n CD 1... CO 0 o PLATE 1 <br /> cn CO m D) D) CO CO CO o 0 0 0 0 0 0 0 O <br /> rn rn rn rn a, rn a, rn 0 0 0 0 0 0 0 0 0 0 0 0 <br /> — — — r- N cV N N N N N N N N N an <br /> CARLTON TUNNEL FLOW <br /> —Carlton Measured —Carlton Adjusted —1.Precipitation <br />