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• Exhibit Page 26 • <br />Fi ure G-1. Location of wells nearest sum <br />p•. 04r <br />Mgp2 <br /> ~ <br /> <br />EOLC i <br /> °` Rl1 SUhP <br />OLI fa <br /> CR C°~C <br /> °r 6 <br />~, <br /> r <br /> p~xrAl <br /> .eon, lo.z <br /> L -pR RE URN r pvS <br /> Hpu C 99p rl ERUH PII <br /> cES nAICI <br /> rRp AERIe( Py010 <br /> ISiANCC 2180 rl 0 }AI 12 H°U E 1180 I <br /> rRpH PI* ri pH R (ES I <br /> ER eERIA P <br /> pl S}ANCC <br /> 1 ]9] r} rRpH li <br /> pISIANCE <br /> 1619 ri PRpH Pli <br />The above sketch shows general locations or best estmates from aerial photography and documents of wells. Errors in USGS <br />topographic map create some dificulty in accurately locating wells and access is not possible at this time to verify locations (see <br />assumptions). The permit boundary is omitted for the sake of Garity. <br />12. Actual point of pumping is a sump 80 feet inside pit boundary and 40 feet inside pit walls. This is used as <br />the starting point for drawdown calculations. <br />13. Distance to Robinson Well (permit no. 47158F) is estimated at 1190 feet from the pit (1230 feet from the <br />pumping point. For worst-case purposes, drawdown will be calculated at a distance of 1000 feet from the <br />pumping point (960 feet from the pit wall). The two Akin wells (188074 and one without a permit number), <br />are both located south of the Akin house site, according to State Engineer records, and are also located on <br />the opposite bank of the river. Thus the Robinson Well is the worst-case. The Robinson Well is listed as <br />having a depth of 65 feet and a water level of 5 feet. (Only one Akin well has depth and water level listed; of <br />36 feet and 6 feet respectively.) <br />14. For analysis, it is assumed that an acceptable well drawdown at a point 1000 feet from the pumping point is <br />10 feet or less, that is, if water levels in the Robinson Well do not drop to more than 15 feet below the <br />surface, and that there is no significant well drawdown if the drawdown is 2 feet or less. <br />15. Intrinsic permeability of sand and gravel is 500 daroys (531 z 10" ftz). At 60F, Permeability (K) of sand and <br />gravel is 10,000 gpd/ft2, or 1336 CFlday-SF (fpd). Specific yield is 16%, coefficient of permeability (k) <br />=K`.16= 214 fpd. <br />9~~~ j~e~ <br />1 ?441 <br />O~Ce <br />Ceo~O9Y <br />Four States Aggregates, LLC 15 MAR 2001 <br />Application for Permit: Line Camp Pit M-2001-001 FSA-LCP-D2-001 i <br />