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Hon. J.6. Allard, Page 2 Dee. 22, 1980 o f the hearing, the la te r Coapany secured the Iowa o f turbine and c e n trifu g a l props and constated a e e rie * © f te s ts . l a the coarse o f tfcoee te a ts i t developed th a t possibly the g reatest in em s® o f production eould he secured fro® the in s ta lla tio n o f pomp* on te lls Hoe. 8 , 10 and 11, ra th e r than on te lle Sos. 9 , 10 and 11, although a te s t teas conduc-ted ae X have stated , on t e ll 8o. 9 . The follo w in g tab le in d icates the re s u lts o f the te s t* on te lls Hoe* 8# 20 and U s VeH Mo. w ith Frop Free Flow QPH„ Met Increase cm ' m & 8 10 n ill 87? m e 1038 473 m @ 763 681,120 1,663,200 I,.193L§Sa T o tal 3 te n # @621 3228 2393 3,443,920 As a n a tte r o f fu rth e r in fo m n tle® , I n l# *t s tate th a t the te s t on t e ll to . 9 ehot&d a fre e flo w © f 671 OPK and a production w ith a poop o f 92© 0PM or a net increase o f 249 3&m w ill note fro® the above ta b le th a t w ith m e poops on W ells Ho*. 8 , 10 o M U , ths inoreaeed production anouats to Just under three and a h a lf a illio n gallons per day and i t is the opinion o f our engineers th a t w ith an increase in the KPK o f one o r «ore o f those poops, w ith the re s u ltin g increase in the draw-down, the increased production eould be aain talaed daring the S e rg e w p e rild a a t a BiaUsu® o f a t le a s t three and a h a lf aU X ien gallons per day. Poping the m ars* o f these te s ts , the draw­down in b e ll So. 8 below the top o f me concrete i» t Increased fro® 29 f t . to S3 f t . , on v e lljto . 19 flP g 16*3 f t . to 29.8 f t . and on W ell No. 11 fro® 18*8 f t . to 18.8 f t .