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AITORING WELL CONSTRUCTION TAILS <br /> Client Name Stockton Terminal and Eastern Railroad <br /> Project Name Well No. STE-MW1 and 2 <br /> Site Address 1282 North Shaw Road,Stockton,California <br /> Aquifer Unconfined <br /> Date Competed To Be Conducted <br /> Supervised by S.G.Muir,CEG no. 9224,Exp.date 0813012009 <br /> Traffic Box <br /> Ground Surface Elevation of refrence point 27.0 feet MSL <br /> Locking Cap <br /> Top Well Casing <br /> Cement depth to surface seal 5 feet <br /> Surface Seal type of surface seal Concrete <br /> annularseal thickness 3feet <br /> ' t type of annular seal Cement Grout <br /> tow permeabilty seal thickness 40 feet <br /> Annular or type of low permeability sea! Neat Cement <br /> Bentonite Seal <br /> diameter of well casing 2 inches <br /> type of well casing Schedule 40 PVC <br /> depth of top of gravel pack to be determined <br /> Well Casing type of gravel pack ._03 Monterey Sand <br /> Top Screen Interval depth of groundMeter <br /> from reference pant _ -45.0 feet bgs <br /> Gravel or Sand Pack <br /> depth of top screen -•40.0 feet bas <br /> screen slot size 0.010 inch <br /> • <br /> Static Groundwater Level screen interval 20 feet <br /> depth of well -60 feet bgs <br /> diameter of borehole 8 inches <br /> Screen Interval depth of borehole -60 feet bgs <br /> Stephen G. Muir <br /> Consulting Geologist&Geophysicist <br /> Stockton Terminal&Eastern Railroad <br /> Bottom Well Cap 1282 Shaw Road,Stockton,California <br /> MSL=mean sea level Proposed Monitoring Well Schmeatie <br /> bgs =below ground surface <br /> oa 2007 Figure 9 <br />