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FO RM 1432 I LOCATION.. W E L L LO G BARBER-BRIDGE DRILLING CORP.. Ltd. 3020 Empire Ave. BURBANK, CALIFORNIA Drilled f o r . L a s . . V e g a s . . . L a n d W ater Company Las Vegas Nevada 1 WORK STARTED- Decembe r 1, 1948 65 fr ifSfi*— a 1128 « 16 Type of perforator used M i l ls i 1100 ft. to ... 892 f, . 4 892 1 830 ?< 4 .. 18 “ . 830 1 i 824 “ 8 “ •< 18 - 712 ., 7 0 0 .. 8 .. .. 18 I 700 .. 405 - 4 .. .. 24 .. Diameter of perforations 7/16 Depth at which water was first found..... (Standing level before perforating _____._ Standing level after perforating_________ -in., length. Note your observation of any change in water level while drilling. ----------^ [) \ A Date tested... __ — ^ . — 19 iJ Water level when first started test____ & L ft. Draw down from standing level______ . y _ v _ i j . ft. G. P. M. at beginning of test > r M \ G. P. M. at completion of test______ U | Draw down at comoletion of test 1 T ' .ft. If reducing strings of casings were cut off. state h d w cut / \ v \ .. l r Depth from surface cut. .__ ____ ft. Size of casing cut__ _____ _____ Lap in larger casing............... ft Was adapter or cement used? If casing was swedged or repaired, state depth, describe tion in which casing was left and probable future effect: repairs and condi- Is well straight top to bottom, if not. what is the variation? S l i g h t ?Vill there be any detrimental effect on pump, " .................. none___ _______________ and if so, what? Give any additional data which may be of future value:________ ________ _ cementedbetweeii conduotp-r p i pa grid 16” . casing, using 14 sacks o f cement &...approxim ately 1%- yds , o f sand ( over) weii mm WORK COMPLETED A p r i l 5,.. 1949 K/irf.osid|A.ctpr.„ lip^eii .. 1128 ....... Total depth of well. .1128 Formation: Mention size of water gravel— .Oft. to 8ft T op s o i l 8 52 150 161 162 166 175 17.8 682 695 706 7P9 -730 765 822 825 1002 ..1QQ3 .1006 1012 1016 1020 1044 1102 1106 32., C lay gray 48.. C lay y e llo w 102„ Clay brown-rocks £-1™ 144- C lay b ro w n ~ro ck st o 6 w 150“ Sand ston e. 161“ Clay brown-rocka to j " 162“ C a lie h ie ______________ _ 1 6 6 ...jSandstone . ________ C lay brow n-rooks to 1” 178“ Sandstone .145- C lay brown-rocks to 1" C lay b lu e ___~ 682- C lay brown 695* C lay gray 706“ C lay brown 709“ Grave l to 374" C lay brown __765“ C lay brown-rocks to 1/2" 822“ C lay brown__ 825“ C lay b lue_________ 1002.. Clay brown 1003“ C a lic h ie _10.Q.6“ ... Clay, brown______________ 1012“ -Sandstone._______________ 1016“ C lay brown__________ 1020“ Sandstone Clay brown 1051 C lay brownrstk s o f n ifty 1092“ C lay brown sandy______ 1102- C lay brown- rocks t.n 1/4" 1106“ Clay brown-rocks to 2" 1128- Clay brown Date of Report_______ ____ A p r il-5 ,.-----------------. 19-49 S u r b e r,._______ Driller.