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LAS VEGAS LAND AND WATER COMPANY LAS VEGAS, NEVADA Water W ell No, 2 LAS VEGAS RANCH Location : 553,551 south and 32,41' west from S.E. corner N .E. 1/4 Sec, 27, T-20 S, R-61E. E le v atio n : Top o f p la t e b o lte d to fla n g e welded to top o f 16" casin g, E levatio n - 1945.30, Work S ta rte d : November 24, 1943 - Completed A p r i l 19, 1949 - T o ta l Depth - 1123 f t , CASING RECORD 16" I,D . #6 gauge double re d hard s t e e l water w e ll casing weighing 72# p er l i n . f t , in 4 f t , le n g th s. Each ou tside len gth o f p ip e welded to in s id e p ip e through 12 w elding s lo t s in each o u tsid e jo in t o f p ip e . H o rizo n tal round Joints welded s o lid from 728 f t , to 112.8 f t . depth. 1106' - 6-3/4" 16" I .D . #6 gauge 3 -p ly casin g in s t a r t e r , jo in t s welded s o lid 20' - 1" 16# I.D , and 18" O.D. s t a r t e r shoe 1* - 4-1/4" T o ta l Length - Casing and Shoe 1128' - 0" 20® I.D . #8 gauge conductor p ip e , jo in t s welded s o lid . 65' - 5® lo n g , cemented s o lid to ou tsid e o f 16® casing w ith 14 sacks of cement and approxim ately 1-1/2 cu .y d s. o f sand. LOG From To Feet Cut Formation 0 8 8 Top s o i l 8 32 24 Gray c la y 32 48 16 Y ello w c la y 48 102 54 Brown c la y with white rocks, 102 144 42 Brown c la y with rocks to 6" 144 150 6 C aliche 150 161 11 Brown c la y w ith p ebbles to 1" 161 162 1 Sandy lim estone 162 166 4 Limestone 166 175 9 Brown c la y with roeks to 1/2® 175 178 3 Sandy lim estone 178 345 167 Brown c la y w ith rocks to 1" 345 398 53 Blue c la y