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Ground Surface <br /> 12.75-Inch Dia. Borehole <br /> FD <br /> :;3 Annular Seal(SandbCement <br /> Cxout) <br /> 1F; <br /> Esntonite Intermediate Seal <br /> G antra it¢er-2-in ch s eperation <br /> from bmhole wElland individual <br /> well casings.AppF-oximately <br /> every SO feat <br /> 'F -- — — — 13.75-Inch ❑1e. Borehole <br /> Gravel Pacx- SRI#8 Sand <br /> Fuu :'ti all Cas ing 2-Inch Dia. Sch.40 <br /> —— — —— PVC AST F4S0HA(Typ.� <br /> F F'+ <br /> P5D 5 J Well Screen2-Inch aia.Sch.40 <br /> AJ PVC ASTM F4,9M.2A w/ <br /> d 0.030-Inch Slot S¢e(TYp.) <br /> This monitoring well design <br /> is preliminary and is for permitting <br /> and conceptual purposes only. The -~ d S.75-Inch aia. BorehDkR (Native <br /> actual well design will be based on Fill <br /> information gathered during during . <br /> drilling and geophysical surveys. He � <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 />