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Transcription
U N IO N P A C IF IC RAILROAD COMPANY L a s V e g a s , N e v a d a Water W ell f| Location: 850’ North, and 500’ West o f the East Quarter corner o f Section 31i 16" -3/16" w all, 15,000# te n s ile , Western Pipe and S teel Co. casing, c o lla r each end, hung 39* and cemented w ith 39 sacks below c e lla r flo o r or 16. 6’ below top o f table v 10-3/4” -40.5# Lapweld, Grade H-40, Range 1, T & 1 casing with Baker W hirler Float shoe hung at 506.4* and cemented w ith 290 sacks V icto r Modified cement. An additional 150 sacks were squeezed between the 16" and 10-3/4" casing from the surface. 7” -22.0§ lin e r Grade J-55i Range 3> T & C casing, 3^5’ long, landed at 801’ , lower 300’ perforated; top o f lin e r at 486’ ; welded b u ll plug on bottom; perforated 60 mesh, 2" s lo t, 6" centers, 14 rows. 0 - 14 Hard lime sh ell 14 I 3U - Clay and gravel 34 - 250 - Clay, lime, occasional streaks sand 250 - 430 - Gravel 430 - 460 - Gravel, streaks lime and clay 460 -4 6 5 - Lime sh ell 465 - 468 - Gravel and. lime 468 - 481 I Gravel and clay 481 - 540 - Red clay 540 - 806 - Gravel 20-61, M. D. B. & M. Elevation: 2131,03’ (Top o f Foundation Mat) Spudded: 3: 00 P. M., A p ril 25> 1940 Completed: May 4» 1940 Total Depth: 806’ Casing Record Log
