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1 <br />I' <br />._ <br />Upper Aquifer Monitoring Well <br />Locking Steel Cap ~2' A G. S. <br />~-PVC Pipe Slick-up 24" from Surface <br />Surface Casing (0-10') <br />rite to Surface (0-100') <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />~~ 2" m Sch 80 PvC (2.375" O.D., 1.939" I.D.) <br />HX Core Hole Nom. 3.75" 0 <br />Portland Cement (100'-998') <br />Uinlo <br />A Groove <br />Mahogany Zone <br />B Groove <br />Dissolution Sudoce <br />r ~ <br />A Groove 980'-999' <br />IAahogany Zone 999'-1170' <br />B Groove 1170'-1188' <br />Dissolution Surface 1597' <br />Waler Level 9-21-98 <br />280.0' Belo. Top 2" PVC Casing <br />Elevation=6103.6' <br />AGAPTI'O ASSOCIATES, INC. <br />OONSULTIIJG SNGINEER.S <br />a-s29-3.tlwq <br />J2- J J-9B <br />Completion Detail American Soda 29-3 <br />-yya Bentonile (988'-1008') <br />~~/J8 Silica Sand (1008'-1028') <br />--1088 Grovel (1028'-1033') <br />Bentonile (1033'-1088') <br />- 10' Well Screen (1018' l0 1028') <br />2" 0, Sch 80. (/20 Slot <br />2.375" O.D., 1.939" I.D. <br />NX Core Hole Nom. 3" 0 <br />Portland Cemeni (1088'-2353') <br />ti <br />TD=2353' <br />