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upr000269 312

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upr000269-312
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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

    T ear 1930 iWork Net Order L o catio n k D e scrip tio n In v e stm e n t 7346 O a lle n te , Nev* 8143 C arp, Nev. 8248 L a s Y e g as, Nev* 8412 O a lle n te , Nev* 8577 8739 L a s Y egas, Nev* Dry L ak e, Nev* 8752 C arp, Nev* 8969 O a lle n te , Nev* 9016 9309 L a s Y egas, Nev* E lg in , Nev* 9500 L a s Y e g as, Nev. 8577 L a s Y eg as, Nev* 9271 Near Braehen, Nev* ^500 L a s Y egas, Nev. 9656 Moapa, Nev* 9685 L a s Y egas, Nev* 9500 L a s Y e g as, Nev. D rive 14" w ell 1 5 0 ' deep and e r e c t 126.000 g a l* 3H tank I n s t a l l 15,000 g a l* per hr* w ater so fte n e r C on stru ct 2,5 0 0 ,0 0 0 g a l* c a p a c ity r e s e r v o ir R e tir e b o ile r washout system Lay 9060* o f 24” 01 pipe C on stru ct 70.000 g a l* s t e e l w ater tank I n s t a l l 6 7 5 ' o f 4” 01 p ip e D rive 12” w ell 150* deep and r e p la c e 505* o f 6” WI p ip e Kxtend 6” w ater lin e 6 0 0 ' I n s t a l l 15 HP o i l engine and fou n d ation in pump house C on stru ct 200,000 g a l* stan d p ip e -r e p la o in g ex­i s t i n g f a c i l i t i e s T o tal y ear 1950 Tear 1931 Lay 9060* Of 24" Cl p ip e C on struct w ater s t a t io n f a c i l i t i e s C on struct 200,000 g a l* stan d pipe Lay 7139* o f 6 " 01 pipe lin e R e tir e 1861* o f 4" w ater lin e T o tal y ear 1931 Tear 1932 C on stru ct 200,000 g a l* stan d pipe 3 3 8 . 5 3 ^ 187.52 2 545.24 3 4 5 * 8 4 ^ 1 169*09 966*59 57*56 7 9 * 7 6 tN 8 2 2 . 8 1 ^ 316*55 1 9 6 * 5 6 ^ 3 759*04 60*35 4 124*97 15 551.50 414*54 885*98 /fW 19 267*38 179*23 T o ta l year 1932 $ 179.23/fe<)