Skip to main content

Search the Special Collections and Archives Portal

upr000213 177

Image

File
Download upr000213-177.tif (image/tiff; 24.01 MB)

Information

Digital ID

upr000213-177
    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

    IMr. G. C. Fish: Los Angeles - February 1 5 , 19^5 377^ It has now been determined that we w ill prooeed with the d r illin g of a well at Las Vegas and construction of a pipe lin e from well to reservoir, in accordance with AFE except that we w ill d r i ll the well to about 8 }0 * instead of 2 ,000*. We are arranging with E. B. Hall & Co. to d r ill the well and set the casing, and that Company w ill be ready to move onto the Job within the next two weeks, making i t important that the concrete foundation work, of which you have drawing, be in­sta lled at onoe. This w ill include the four derrick foundations with b o lts, but the derrick w ill not be constructed at this time. It was f ir s t understood that the derrick foundation and pipe lin e excavation should be constructed by oontraot in the ab­sence of Maintenance forces to perform the work. However, i t is now understood that the Maintenance organization has demanded this work, and accordingly the Job is turned over to your forces for construction; concerning same, please note the follow ing: (a) Rotary rig cannot dig through the rock formation at the surface. It w ill be necessary to break up the lime rock to a depth of 6 * ( i f the formation extends that deep) and to a diameter of not less than 24** around center of the well h ole. This should be done at once, and as soon as accomplished the hole thus prepared b a ck -fille d and the concrete platform and pedestal foundations fca? the future derriok constructed at once so that the f a c ilit y may be ready to move onto, avoiding any lo ss of time incident to curing of concrete, eto. (b) The pipe lin e has been staked out, and cuts are indicated upon l**x2 ** blue top stakes set 10 0 * apart and o ffs e t S* so that elevations may be preserved while digging. The cut depths indicated on these stakes are to invert o f pipe and y should be added to allow fo r pipe b e lls . Center lin e stakes with tacks are set at 1 0 * o ffs e t westerly from oenter lin e . There w ill be a considerable amount of earth-digging, which, for economy, should be performed by a tractor shovel spanning the ditch , but in addition, there is no doubt that a considerable amount of rook excavation w ill be encountered, requiring powder. ( 0 ) The AFE provides for a by-pass lin e from the reservoir to the booster pumps, but we have d e fin ite ly determined that materials for this by-pass lin e w ill not be available this year, and as we oan temporarily operate ( 1 )