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B" STEEL COVER WITH HINGED OPENING AND <br />LOCKING DEVICE <br />1/4" DIAMETER WEEP HOLE <br />2.5' <br />GROUND MINIMUM <br />SURFACE <br />-01 <br />?_. BURRO CANYON <br />FORMATION <br />Kbc <br />a <br />'O <br />r <br />0 <br />VENTED CAP OR PLUG <br />2 p' PROVIDE LOCK (HEAVY DUTY WITH <br />(MIN) MASTER KEY) <br />COARSE SAND OR PEA GRAVEL <br />\ ? 2" 6" 2 5' <br />t M J'VI F')[•i-= <br /> <br />go, <br />W <br />-...-...-...-... <br />W ... - ... - ... - ... <br />H -- <br />.. <br />o <br />N - ... - ... - ... - ... <br />BRUSHY BASIN <br />Jmb - (CONFINING LAYER) .. <br />Z <br />O <br />L <br />- ... - ... - ... - ... <br />O - 720 - - - <br />LL <br />Z <br />O <br />Ir <br />oz <br />?z <br />O <br />-, <br />JmS UPPER RIM : z <br />(Upper SANDSTONE, -H <br />L0 Rim) SALT WASH co LLJ <br />Z : (AQUIFER) <br />Y = <br />U W d <br />m0 <br />W <br />C) % o c? <br />M <br />- 800' <br />JmS <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 /> CASING, API H-40 JOINTS, API 5 CT <br /> CEMENT GROUT, INITIAL LIFT TYPE II <br /> PORTLAND CEMENT, WITH SET <br /> ACCELERATOR <br />1. FINE SAND <br /> BENTONITE PELLET (RETARDED HYDRATION) <br />40' (MIN) SEAL <br /> <br /> <br /> ' <br /> 5 <br /> 2' <br /> <br />5 ' <br /> STEEL TRANSITION COUPLING ASTM F480 <br /> THREADS <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 /> W PVC, SCHEDULE 80 END CAP <br /> 11"t DIAMETER BOREHOLE <br /> <br /> <br />-1070' BOTTOM OF SALT WASH