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8" STEEL COVER WITH HINGED OPENING AND <br />LOCKING DEVICE <br />2.0' <br />(MIN) <br />1/4" DIAMETER WEEP HOLE <br /> GROUND MIN IMUM <br /> SURFACE <br />-- 0 -... 2 5, <br /> - - <br />- - MINIMUM <br />Km _ <br />MANGOS SHALE =... <br />- 90, - - - <br /> <br /> DAKOTA <br />Kd ` SANDSTONE <br />(AQUIFER) <br />- 220' _ <br />Kbc BURRO CANYON <br />FORMATION <br />w we : ?-, ?• ir': fir' <br />-F - 400' ._c :.. <br />?o <br />?I <br />N -..._..._..._. <br />+I <br />o - - -...-... <br />Jmb BRUSHY BASIN <br />(CONFINING LAYER) <br />Z <br />0 -1020' - - - - <br />ILL <br />Z <br />O <br />OC o 0 <br />of Z <br />O 4 C,) <br />w op <br />z JmS : UPPER RIM - Z <br />0 (Upper ; SANDSTONE, _H <br />H Rim) SALT WASH oop w 0 <br />Lo co (AQUIFER) o V) <br />? wa <br />m0 <br />J O O <br />H ? <br />O <br />-1100' <br />Jms <br />VENTED CAP OR PLUG <br />PROVIDE LOCK (HEAVY DUTY WITH <br />MASTER KEY) <br />COARSE SAND OR PEA GRAVEL <br />6' (MAX) <br />CONCRETE PAD <br />BENTONITE PELLETS <br />CEMENT GROUT WITH 1-4% BENTONITE <br />ADDITIVE <br />HEAVY DUTY STEEL CENTRALIZERS, <br />SPACED AT 100' <br />4 1/2" O.D. THREADED AND COUPLED STEEL <br /> DOa CASING, API H-40 JOINTS, API 5 CT <br /> <br />U?a CEMENT GROUT, INITIAL LIFT TYPE II <br /> NXI I PORTLAND CEMENT, WITH SET <br /> boa ACCELERATOR <br /> <br />L <br />boa FINE SAND <br /> <br />E BENTONITE PELLET (RETARDED HYDRATION) <br />40' (MIN) SEAL I <br />5' <br />T 2' <br />5' <br />STEEL EADS TRANSITION COUPLING ASTM F480 <br />THR <br />' - 4" I.D. SCHEDULE 80 PVC 0.020" MILLSLOTTED <br /> CASING ASTM F 480 FLUSH THREADED JOINTS <br /> (NOTE: DEFINED SCREEN LENGTH IS 100') <br /> - SILICA SAND, SIZE 10-20 <br /> - PVC, SCHEDULE 80 END CAP <br /> <br /> - ?- 11"t DIAMETER BOREHOLE <br /> <br />-1370' BOTTOM OF SALT WASH <br />