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0 Ground Surfaoe <br /> 12.7E-Inch Dig. Bcrehole <br /> Ep <br /> 1 , <br /> 100 I.''' 40 <br /> Annulsr Seal(Sand'Cement <br /> G. Grout) <br /> G <br /> 1F0 <br /> - - Bentonite Intermediate Seal <br /> 200 - - <br /> -50 <br /> - - - - 7= - Centrailizer-2-inchseperstion <br /> -- -- - from bcrhole vrell and individual <br /> -- -- - well casings.Approximately <br /> 200 - - -- - - every E0 feet <br /> 29-0 -- -- - 10.7E-Inch Dig. Bcrehole <br /> Opp OO�I Gravel Psc't- SP.I#8 Sand <br /> EOO Well Cssing 2-Inch Dia.Sch.40 <br /> -- - -- PVC ASTro F480-SSA 1Typ.) <br /> EEO — —— <br /> EO0 - - - <br /> f FO mz� <br /> P <br /> Well Screen 2-Inch Dig.Sch. 40 <br /> n I0� PVC ASch lot Size <br /> y <br /> XJ1 d d�: 0.030-Inch Slot Size f Typ.} <br /> 700 <br /> ��� <br /> Thls monitoring well design Q� Q <br /> is preliminary and is for permitting _Fp 8•75.Inch Dia Borehole(� <br /> and conceptual purposes only.The <br /> actual well design will be based on <br /> information gathered during during Y <br /> d I I L <br /> drilling and geophysical surveys. 800 QC(��'�q 1��� . : L <br /> .12021'21-054 City of LaV.p(21-1-054)-ASR Feasibility SWdy1GISMR WeIMSR MI 20220427.apn + / ' <br /> Proposed Test Hole/Monitoring Well Design (64r✓Kc,—E- ry\ <br /> Figure 2 <br /> ASR Well Feasibility Study �Y ,,, q����W � C <br /> City of Lathrop _ ' a-b 7z 6 /1 512 b 2 <br />