My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE55521
DRMS
>
Back File Migration
>
Permit File
>
600000
>
PERMFILE55521
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:58:20 PM
Creation date
11/20/2007 4:37:04 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1979191
IBM Index Class Name
Permit File
Doc Date
10/24/1979
Doc Name
THE THREE BELLS RANCH ASSOCIATES BOOK V APPLICATION FOR MINING & RECLAMATION PERMIT ALSO PERMIT TO
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
59
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Emp~ Laboratorioe, Ina. • ~.-.;,. ()"•M, <br />) i., w.~.......,. n... <br />MAll n)A LS ANU iOUNOATION CNO)NEEIIS '~""~""""~•"•••+w• nl,'+~~ <br />.• )) u... n ~•. <br />Zf~ No. No.w, Ia(Cdwn. (:0)pW0 !0677 IJaJ~ , (.. ,(y~) <br />I.O.O...M 1]0]1~B~o]S9 <br />' I October 6, 1978 <br />The Three Bells Ranch Associates <br />1520 East Mulberry( Suite 150 <br />fort Collins. Colorado 80521 <br />Gentlemen: <br />Re: Addendum to the "Report of a <br />Gravel Evaluation Snvestigation" <br />ELI Project No. 2830 <br />nsr a.,.... w+. <br />c.....n.. w......,.. ~ruu( <br />O •o. (OOIi <br />unn rt.ir ur. <br />This report is an addendum to the Report of • Gravel Evaluation Tnvesti- <br />gatton prepared fora proposed gravel pit southeast of iimnath. Colorado, <br />and submitted October 6, 1977. <br />Three (3) additional test borings, Borings 24, 25. and 26. were drillyd <br />at the reference site on September 19, 1978. Locations of the test <br />borings are shown on file attached Test boring Location Plan. The borings <br />were advanced to depths fourteen (14) feet beicw {,re;rnt grade: with <br />• four (4) inch diameter continuous-fliyhl augers. Duriny drilling, a <br />geotechnical engineer of Cmpire Laboratories, [nc. ~•ras {,rtsent and Ir~aAe <br />a continuous inspection of soils en~ountereri. Loy: indicating ll,r <br />primary strata encountered have been {rrcya~•ed and arr inctudl_rl r~rl page ~,, <br />The following arc the characteristics of the primary strata encountered <br />in the borings: <br />(1) ToPSO-il: Each test boring penetrated a Layer of dark brown <br />silty topsoil one (1) foot thick. The upper six (6) to eight <br />(8) inches of the topsoil have been penetrated by root growth <br />and oryaniC matter. <br />(2) Sandy Silty Cl~: Thr. topsoil is underlain by brown, <br />moist sandy silty clay. This clay stratum extends to depths <br />two and ane-half (2',) to six (G) feet below cxistiny ~rlldes. <br />M(MU("0/ CO "SV\11N0 ("OIN1111 i LO VNCII <br />
The URL can be used to link to this page
Your browser does not support the video tag.