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Ground Surface <br /> 12.75dnch Die.Borehole <br /> 50 <br /> 100 <br /> 150 <br /> O <br /> 200 0 <br /> O <br /> 250 OOO Gravel Pack-SRI#8 Sand <br /> 300 E-Clay(assumed thickness) <br /> 350 <br /> O <br /> 400 oOo Well Casing 2-Inch Dia,Sch 40 <br /> OOOOOO PVC ASTM F4W-85A(Typ.) <br /> A50 QOOOOO <br /> V Bentanhe Intermediate Seal <br /> 500 <br /> 550 oOOOOO <br /> O�ODO� <br /> 600 / <br /> O OdO� <br /> 550 OOO�OO Well Screen 2-Inc1 Dia,Sch,40 <br /> PVCwl <br /> 0.03 ASTfinch of Size( yp <br /> 0.030•Inch 5d Size(Typ,) <br /> 700 QD �QD 6 75-Inch Dia.Barehda(Native <br /> Q�{Q Fill) <br /> Q a This monitoring well design <br /> op�op is preliminary and Is for permitting <br /> 750 and conceptual purposes only.The <br /> 0' actual well design will be based on <br /> NO information gathered during during <br /> drilling and geophysical surveys. <br /> C.72741L61 Ct,dl 11 AERl� AlLgtlleMW1Y.lESA171 <br /> Proposed Test HoletMonitoring Well Design <br /> ASR Wes Feasibility study Figure 2 <br /> City of LadvoF <br /> Page 7of9 <br />