upr000264 56

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