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Cxound Surface <br /> 12.75-Inch Ma. BoFehole <br /> 50 <br /> 100 Annular Seal{Sand.+ICement <br /> Grout <br /> 150 <br /> Cinntrail¢er-2-in in separation <br /> from bar hole well and individual <br /> ,�D well casings.Appfoximately <br /> every ED feet <br /> V <br /> CD9 <br /> Bentonite Intermediate Seal <br /> 459 'Well Casing 2-Inch Dia Sch.40 <br /> PVC ASTh1 F480-SA(Ty p.) <br /> ONC <br /> F-� OHO OHO <br /> Gravel Pack- SRI*8 Send <br /> 55Dl}J <br /> {jf/ {jJ {yJ{'{j�f <br /> tF3 'Well SQean2-Inch Dia. Sdh.40 <br /> PVC ASTM F480-SA wl <br /> d d 0.03D-Inch Slot S¢e(Ty p.) <br /> 7DD <br /> This monitoring well design <br /> is preliminary and is for permitting 7FD - S.75-1nch Dia BoFehole(hfative <br /> and conceptual purposes only. The <br /> actual well design will be based on � Filly <br /> information gathered during during <br /> drilling and geophysical surveys. No � <br /> :12021121-054 City of Latrop(21-1-054)-ASR Feasibility Study\GIS%ASR Well\ASR Well 20220427.aprx <br /> Proposed Test Hole/Monitoring Well Design <br /> ASR Well Feasibility Study Figure 2 <br /> City of Lathrop <br />