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V a tsr W ell HO m icm PACIFIC RAILROAD COMPAffif LAS YSCAS, mVhDA L o c a tio n : £ 3 0 6 ’ south end 1140* West fro® S i c o r n e r , S e c tio n 3 1 , 2 0 -6 1 K .D .B .8K. E le v a tio n : £133 (Cement M att) Spudded: 1 0 :0 0 P .M ., M«y 8 , 1942 Completed: Ju n e 8 , 1942 T o ta l Depth: 1230* C asin g Record 1 3 -3 / 8 * - 48# outh C h e ste r tu be Co* s Isp w eld , 8-v th read c a s in g cemented a t 4 9 4 .3 0 * . Cemented w ith 473 sa ck s V ic to r M od ified Cement, none t r e a t e d . 1 0 -5 / 4 * - 3 5 .7 8 # A .0 . Sm ith , i round th re a d , l i n e r 3 7 6 .8 4 * lo n g , (In c lu d in g s e t t i n g m andrel} cemented w ith shoe a t 8 2 0 * . Top o f l i n e r a t 4 4 3 .1 6 * . .411 o f l i n e r i s b la n k p ip e . Cemented w ith 160 s a c k s . 7* O.D. - 14# - 4 . 0 . sm ith , se a m le ss, 8 round th re a d , p e r fo r a te d l i n e r s e t w ith shoe a t 1 1 8 7 .4 6 * . Top o f l i n e r (in c lu d in g s e t t in g m andrel) s t 7 9 8 .6 0 . C .P . a t 1 0 9 4 .0 8 * . m fro m Isu F e e t Outi z w m M m 0 40 40 S u rfa c e (sa n d , c la y , g ra v e l and lim e sto n e ) 40 50 10 Lim estone w ith l i t t l e c la y . W lim e sto n e 50 70 20 Lim estone and c la y . 5 0 * each 70 @0 10 Lim estone and c la y . Few g ra in s o f sand (Hard s h e l l 77* to 8 0 * ) . 80 100 20 Olay and lim e s to n e . 9 0 * c la y 100 110 10 Olay 110 130 £0 Lim estone 130 190 60 Lim estone w ith some c la y . 8 0 * lim e sto n e (Hard s h e l l 186 to 192) 190 goo 10 C la y , em ail amount lim e s to n e . 90% c la y (Hard s h e l l 200 to 20 2 ) 200 210 10 Lim estone w ith few g r a in s sand. 95S lim e sto n e £10 £20 10 O lay , lim e sto n e and g r a v e l. 6 0 * c la y . 4 0 * lim e sto n e and g ra v e l 220 240 20 C la y , w ith em ail amount g r a v e l. 90« c la y 240 £80 20 Lim estone and c o a rse g r a v e l. 88* lim e sto n e P e b b le s up to |* diam. 260 270 10 B u ff c o lo re d c la y , w ith few p eb b les up to diam. 9 8 * o ls y 270 290 80 B u ff c o lo r e d o ls y w ith l i t t l e lim e s* 290 320 30 C oarse g r a v e l. P e b b le s up to 1 “ f