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Piezometric Pressure vs Depth Piezometric Elevation vs Time <br /> Head above Transducer(ft water) <br /> 0 100 200 300 400 500 10200 <br /> 0 M _`______` <br /> vJ."... .0...+1. —^ Ground <br /> 100 •••� 10100 i <br /> —50 <br /> zoo in •.. -i-; 10000 <br /> —100 <br /> F I E <br /> -o <br /> c c <br /> 'o • 0 <br /> wis <br /> 3 5 <br /> a <br /> 2 W <br /> a <br /> u 9900 - —200 <br /> 0300 • - - - .� <br /> E <br /> 7 0 <br /> c ti <br /> S <br /> m m <br /> 0 <br /> o — 1 1 —300 <br /> 400 I. 9800 # ii <br /> —400 <br /> 500 9700 — - — — <br /> —500 <br /> 600 I 9600o N <br /> —l—XD Head ft —•—Water Table Hydrostatic Head m m m <br /> 01, Notes: Scale: No Scale Cresson Project MLE2 Adequacy Review Responses <br /> 1.WXGW-04 is located in Grassy Valley on the east flank of WHEX(Plate 10,Hydrogeochemical Eval) Drawn: A.Brown PLATE 3 <br /> Adrian Brown 2.WXGW-04 is completed in Precambrian rock,close to the diatreme edge. Date: 10-Aug-2012 <br /> FJna,Brom cwrcuO.� Bac. 3.Data taken from six Geokon vibrating wire piezometers,cemented into the hole at the depths shown. File: DADocu ents\oropbox\1385_CRI-MLE2t8_Response to PIEZOMETER RESPONSE AT WXGW-04 <br /> 130W 41M1 me,Denver CO 80I23 DRMSUPIezomelno Data-12-Responses.xlsx]Plate 3-Nen.Data <br /> Folder <br />