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i• <br />Upper Aquifer Monitoring Well <br />Locking Steel Cap ~2' A. G. S. <br />~-PVC Pipe Stick-up 24" from Surface <br />Urill Hole (0-10~) <br />Surface Casing (0-10') <br />lite to Surface (0-100') <br />2" 0 Sch 80 PVC (2.375" O.D., 1.939" I.D.) <br />HX Core Hole Nom. 3.75" m <br /> <br />r, <br />L_J <br />Uinfo <br />A Croove <br />Mohogony Zone <br />B Groove <br />Dissolution Sur/oce <br />i <br />A Groove 980'-999' <br />Mahogany Zone 999'-1170' <br />B Groove 1170'-1188' <br />Dissolution Surface 1597' <br />Water Level 9-21-98 <br />280.0' Below Top 2" PVC Casing <br />Elevation=6103.6' <br /> <br />Portland Cement (100'-998') <br />eaa Bentonite (988'-1008') <br />~~//8 Silica Sand (1008'-1028') <br />1088 Grovel (1028'-1033') <br />Bentonite (1033'-1088') <br />10' Well Screen (1018' to 1028') <br />2" s, Sch 80, i/20 Slol <br />2.375'" O.D., 1.939" I.D. <br />NX Core Hole Nom. 3" fl <br />Portland Cement (1088'-2353') <br />AGAPITO ASSOCIATES, INC. <br />CONSULTING 6NCINF.F.RS <br />a-s29-3.dwg <br />12-11-9B <br />TD=2353' <br />Completion Detail American Soda 29-3 <br />