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upr000264-056
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    This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.

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    University of Nevada, Las Vegas. Libraries

    LAS fM M : LARD ASP WAfpl OOkFAJIf LAB w m m ? BEY ADA W m % m fi& t » o . 2 LAS VS6A8 RANCH U t s t i m t 553*59* south a a l 35*41* w a t from s ,£ , corn or H.E* 1/4 S «0 . 27, f ~ 2 0 8 , R-61E. ilo r a t io n : fo p o f p lo t# b o lte d to fla n g e voided to top o f 19* easin g, s is t a t io n - 1945.SO. work s ta rte d : Rorembsr 24, 1948 - Completed A p r il 19, 1949 - t o t a l Depth - 1129 f t . 16* X.D. # 6 gangs double rod hard s to o l water w e ll easin g weighing 72# per l l n . f t . in 4 f t . le n g th s. Each ou tsid e len gth o f p ip e welded to in s id e pipe through 1 2 w eldin g s lo t s in eseh o u tsid e Joint o f p ip e . H o rizo n tal round Joints welded s o lid from 729 f t . to 1 1 2 .8 f t , depth. 1106* * 6 * 3/ 4 * 16* X.B. # 6 gauge 3~ply easin g in s t a r t e r , J oin ts w tldsd s o lid go* * 1* 16# X.D. and 18* O.D. s t a r t e r shoe l * » 4-1/4* f e t a l Length • Casing and shoe 1129* - 0* 20* X.D, # 8 gauge eondueter p ip e . Joints welded s o lid . 69* • 5* lo n g , eemented s o lid to ou tsid e o f 16* easin g w ith 14 seeks o f cement and approxim ately 1 * 1 / 2 eu .y d s. o f sand. h m U m i I s F e e tC u t t e a t i k a a 0 8 8 fo p s o i l a 32 24 Ora# e la # 32 48 16 fa llo w c la y 48 1 0 2 54 Drown e l* y with w hits rooks, 162 144 42 Brown e la y w ith rooks to 6 * 144 ISO 6 C alich e 150 161 1 1 Brown e la y w ith p ebbles to 1 * 161 162 1 Bandy lia e s t e n s 162 166 4 Limestone 166 176 9 Brown elay with rooks to 1/2 * 175 178 3 Bandy lim estone 178 345 167 Brown e la y w ith rooks to 1 * 348 398 63 Blue e la y