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upr000264 51

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upr000264-051
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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 VEGAS LASS AND WATER COMPANY LAS VEGAS, NEVADA Water W ell Mo, g LAS VEGAS RANCH Location : 563,55* south and 32.41* west from s.E . corner N.E. 1/4 See. 27, T-20 S, R-61E. Elevations Top o f p la t e b o lte d to fla n g e welded to top o f 16* easin g, E levation - 1945.80. work S ta rte d : November 24, 1948 - Completed A p r il 19, 1949 - T o tal Depth - 1128 f t . CASINO RECORD 16* I.D . #§ gauge double re d hard a te e l water w e ll easing weighing 72# per l l n . f t . In 4 f t . len g th s. Each ou tside len gth o f p ip e welded to in s id e pip® through 12 w eldin g s lo t s In each ou tsid e Joint o f p ip e . H o rizo n tal round Joints welded s o lid from 728 f t . to 1 1 2 .8 f t , depth. 1106* - 6 - 3/ 4 * 16* I.D . # 6 gauge 3 -p ly easin g in s t a r t e r , Join ts welded s o lid 2 0 * - i * 16# I.D . and 18* O.D. s t a r t e r shoe l * • 4-1/4* T o ta l Length - Casing and Shoe 1128* - 0* 20* I.D . # 8 gauge conductor p ip e , Joints welded s o lid . 65* - 5 * lo n g , cemented s o lid to ou tside o f 16* casin g w ith 14 seeks o f cement and approxim ately 1 - 1 / 2 cu .y d s. o f sand. LOO From l £ Feet Cut Formation 0 8 8 Top s o i l 8 32 24 Gray c la y 32 48 16 Y ellow c la y 48 1 0 2 54 Brown c la y with white rooks, 1 0 2 144 42 Brown c la y with rooks to 6 * 144 150 6 C alich e 150 161 1 1 Brown d a y with pebbles to 1 * 161 162 1 Bandy lim estone 162 166 4 Limestone 166 175 9 Brown c la y w ith rooks to 1 /2 * 175 178 3 sandy lim estone 178 345 167 Brown c la y w ith rooks to 1 * 345 398 S3 Blue c la y