Skip to main content

Search the Special Collections and Archives Portal

upr000264 37

Image

File
Download upr000264-037.tif (image/tiff; 26.12 MB)

Information

Digital ID

upr000264-037
    Details

    Rights

    This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.

    Digital Provenance

    Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

    Publisher

    University of Nevada, Las Vegas. Libraries

    FO RM 1432 W E L L LOG BARBER-BRIDGE DRILLING CORP., Ltd. 3020 Empire Ave. BURBANK, CALIFORNIA 1 LOCATION.. Drilled L as Vegas Land & Wa t e r Company Las Yegas, Nevada w o r k s t a r t e d November 24, 1 9M ; 0 t —— — 4 ------ ____________ Well No'_..2.. _WORK COMPLETED.... A p r i l 19» 194-9____ .1128 ft. of._l 6 ___ in ___ 6— DC/ga. casing 1X28 left in well 71 1 1 5 *.. 20... 6t>* 5" ?« “ 1 Type of perforator used M ills . Perforated — ft. 700 « to .._. 7.00 f, 7 1 2 « ...4 ___holes per ...24-----in. 8 - ? 18 .V 7 1 2 „ 8 2 4 << 4 .. 18 .. 824 “ 8 3 0 “ 8 18 - 830 “ 1 1 0 0 P 4 ..... • “ 24 * t< „ « « « « ,( ti ti *t t( a it it it « tc it it « . . . <* Diameter of perforations.. 7/16 _in., length.. 2 3/4 ..in. g Depth at which water was first found — ---- — . ...--------- ------——— ft. ^Standing level before perforating.--------- ------------------------------- -— ft. “ standing level after perforating________FlOWing ^O G .P .Mff Note your observation of any change in water level while drilling S t a r t e d f l o w i n g 147 f e e t ____, a p p r o x i m a t e l y 10 G.P.M._________________ Date tested__ _____ A p r i l 4 , ..........................................., 1949 Water level when first started test.™—-—---- --------------- -—— -------- -ft- Draw down from standing level— .—_ —+ ----— ---- ---— flo w in g 50 G.P.M. flo w in g 50 G.p .m . G. P. M. at beginning of test-. G. P. M. at completion of test Draw down at completion of test— -------------- -— If reducing strings of casings were cut off, state how cut _ft. Depth from surface cut------------------ -------------- ------- —--------------- ft. Size of casing cut------ |fj§— — ---- ------ i-----------------— -----—— — in. Lap in larger casing.---------— -------------— —,-x------ -— ——------— ft. Was adapter or cement used?------------------------------------------— — ---- If casing was swedged or repaired, state depth, describe repairs and condi­tion in which casing was left and probable future effect: Is well straight top to bottom, if not, what is the variation?--------- s lig h t __________________________ ____ jVill there be any detrimental effect on pump, and if so, what? no Give any additional data which may'be of future value: — 1 4 sacks... cement and l£ yds s and between con­ductor & w e l l . ..8.0 sacks pumped down ou tsid e o f conductor, 2 0 f t . 7 sacks used in anchor h ole. Total depth of well.. .1128.________ _ Formation: Mention size of water gravel— ________ Oft. t o _______ 8ft. Top s o i l _ft. 8 102 -695 706 730 822 825 1002 1 0 0 3 1 0 0 6 1012 1016 1020 1044 1051 1 0 9 2 1102 1 1 0 6 102 345 C lay grey C lay y e llo w C lay brown white rocks 1/4" to 1" 144“ Clay brown white rocks to 6n_______ 5________ C a lic h ie 161 162 166 Clay brown p ebbles to 1" Sandy lim estone_______ Limestone .175“ C lay bpown hocks to 1/2" Sandy lim estone Clay brown rocks to 1" C lay blu e 682,. Clay brown Cl a y grey C l a y . b r Q w n 691 7 0 6 <709- Limest one g ra v e l Clay brown 765“ C lay brown rooks 822“ Clay brown 825“ C lay b lu e 1002“ Clay brown 1003“ C a lic h ie 1 0 0 6 1012 1016 1020 1014 1051 10.92 1102 1 1 0 6 1128 C lay brown Sandyllm eston e. C lay brown L im eysan dstone Clay brown______ Clay b rown streak s g r ay C aly brown sandy______ C lay brown sandy f r o c k s C lay brown sandy 2W r ock Clay brown______________ Date of Report— __ Ap r i l 20. __________19 -49 fa------- *------- W . C . S u r b e r ----------------------- Driller. \