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V Cleaned out to 115? with 6- 1 /8" Hughes b it . Ko oetaent below 1 H 2 . 6/ 4/42 Made production te st o f zone from 1100 to 1150 as fo llo w s: Ran in H allib u rto n formation teeter with 18.97* long perforated t a i l piece (in c lu d in g bomb on bottom) on bottom o f 4t* d r i l l pipe. Set packer o f te ste r at 1036. Ko water cushion in d r i l l pipe above te ste r. Opened valve in te ste r at 2*09 A * . H u ifi reached top o f d r i l l pipe at 4 * 1 1 A M . (2 h rs. and 2 min.) At 10:00 P.H . w ell was flow in g 20 g a ls , o f muddy water per minute through 7/8" opening in te ste r. Closed in pressure at top o f d r i l l pipe 3 1 5 # per sq. inch (on white faced gauge the one that re g iste re d 2 1 # on top zone) and 16## per sq. inch on green faced gauge, (th e one that showed 23# on top zone). At 12*30 A .M ., dune $th the w e ll continued to flow g a ls , o f water per min. Closed in pressure had increased to 16-3/4# per sq. inch on white faced gauge and 18 lb e . per sq. in . on green faced gauge. At 12s40 A M ., dune 5th, closed tool and p u lled packer loose, f l u i d in d r i l l pipe at time o f clo sin g valve was c le a r water. P u lle d out te ste r and took two one ga llo n samples o f the water fo r a n a ly sis. One sample was 88* above te ste r and other sample was 44 f t . above te ste r. MOTE* During the te st, top o f d r i l l pipe where pressure gauges were located was 3# fe e t above ro tary ta b le . When the closed in pressure on the zone 820 - 950 was taken, the top o f the casing and gauges were located in the c e lla r 7 f t . below th is depth. Reducing the column o f flu i d , mathematically, to the same elevation as that at which the upper zone readings were taken, the re la t io n between the closed in pressure o f the two zones i s as follow s* Gauge Used Whits faced gauge Green faced gauge Zone p B i l l 2 1 lb s . 23 lb s . Zone 1100-1150 19-3/4 lb s . 2 1 lb s . W ell then stood id le u n t il June 6th. At 12*00 noon on that day w e ll started flow in g mud f lu id . Ran d r i l l pipe to 800, pumped water in hole and allowed w ell to flow . On a w eir te st taken at 4: 00 A M ., **une 6th, well flowed 1" o f water through a 24" w eir. Water a t.th e time contained considerable red s i l t and ro tary mud. MOTH: A ll measurements, including casing ©re taken from the top o f the ro tary ta b le . Top o f rotary ta b le i s 5 . 5 * above cement matt. 6/ 7/42 Took closed in pressure at cement matt le v e l. Gauge showed 24# per sq. inch (green faced gauge). 6/ 3/42 Washed p erforation s in 7* lin e r from 1157 up to top o f lin e r with M eGaffy-Taylor p erfo ratio n washer.