Laserfiche WebLink
0 /// Ground Surface <br /> 12.75-Inch Dia. Borehole <br /> 50 <br /> 100 <br /> 150 O <br /> O O <br /> 200 O O <br /> 0 O <br /> 0 <br /> 250 DOD O Gravel Pack-SRI#8 Sand <br /> 300 -OE-Clay(assumed thickness) <br /> 350 <br /> O O <br /> 400 OOO O well Casing 2-Inch Dia. Sch.40 <br /> OOOO O O PVC ASTM F480-88A(Typ.) <br /> 450 OOOOOO O <br /> ODO�OD 0 <br /> Bentonite Intermediate Seal <br /> 500 <br /> ODO�OD <br /> 550 OOOOOO O <br /> ODO�O� d. <br /> 600 <br /> ODO�OD <br /> 650 OOOOOO 0 well Screen 2-Inch Dia. Sch. 40 <br /> PVC ASTM F480-88A w/ <br /> Od �Od 0.030-Inch Slot Size(Typ.) <br /> 700 OQOQOQO -Inch Dia. Borehole(Native <br /> Fill) <br /> QD Q� This monitoring well design <br /> 750 I� o�Q� is preliminary and is for permitting <br /> ° and conceptual purposes only. The <br /> actual well design will be based on <br /> aoo OO��OO� information gathered during during <br /> drilling and geophysical surveys. <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 />