My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2024-02-26_PERMIT FILE - M2024005
DRMS
>
Day Forward
>
Permit File
>
Minerals
>
M2024005
>
2024-02-26_PERMIT FILE - M2024005
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/28/2024 7:48:13 AM
Creation date
2/27/2024 11:12:52 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2024005
IBM Index Class Name
Permit File
Doc Date
2/26/2024
Doc Name
Application
From
Sedwick County
To
DRMS
Email Name
JLC
JLE
SMS
EL1
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.
/
106
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
• <br /> 0,8 Empire Laboratories, Inc. <br /> 9fi A Division of The Terracon Companies, Inc. <br /> to <br /> P.O. Box 503 • 301 No. Howes <br /> .A= <br /> Fort Collins,Colorado 80522 <br /> (303)484-0359 <br /> FAX No.(303)484-0454 <br /> Chester C.Smith,P.E. <br /> Neil R.Sherrod.C.P.G. <br /> June 23, 1993 <br /> Mr. Randy Schafer <br /> 40586 Weld County Road 21 <br /> Haxtun, Colorado 80731 <br /> Re: Geotechnical Engineering Report, Proposed Landfill <br /> Sedgwick County, Colorado <br /> EU Project No. 20935124 <br /> Empire Laboratories, Inc. (ELI) has completed a geotechnical engineering exploration for the <br /> proposed landfill to be located approximately 12 miles southeast of Julesburg in Sedgwick County, <br /> Colorado. The site is located in the Northeast 1/4 of the Northeast 1/4 of Section 9 and the North <br /> 1/2 of the North 112 of Section 10, Township 11 North, Range 44 West of the Sixth Principal <br /> Meridian. The study was performed in general accordance with our proposal number D2093061 <br /> dated May 7, 1993. <br /> The results of our engineering study, including the boring location diagram, test boring records, <br /> laboratory test results and the geotechnical evaluation and discussion of laboratory test results <br /> relating to the design and construction of this project are attached. <br /> Three test borings were drilled to a depth of 50 feet at the locations shown on the Site Plan. The <br /> number, depth and locations of the borings as well as sampling depths were determined under <br /> your direction. The ground surface elevations of the borings were not determined. Laboratory <br /> testing was also performed under your direction and included moisture contents, dry densities, <br /> Atterberg limits, a moisture density relationship (standard Proctor) test, and a falling head <br /> permeability test. <br /> The borings were advanced with a truck-mounted drilling rig utilizing 6-inch diameter hollow stem <br /> auger. Continuous lithologic logs of each boring were recorded by the field geologist during the <br /> drilling operations. At selected intervals samples of the subsurface materials were taken by means <br /> of pushing thin-walled Shelby tubes or by driving split-spoon samplers. Representative bulk <br /> samples of subsurface materials were obtained from each boring. Penetration resistance <br /> Offices of The Terracon Companies,Inc. Geotechnical,Environmental and Materials Engineers <br /> Arizona: Tucson • Colorado: Colorado Springs.Denver.Ft.Collins.Greeley.Longmont ■ Idaho: Boise • Illinois:Bloomington, <br /> Chicago.Rock Island • Iowa: Cedar Falls.Cedar Rapids,Davenport.Des Moines.Storm Lake ■ Kansas: Lenexa.Topeka. <br /> Wichita ■ Minnesota: St.Paul • Missouri: Kansas City • Nebraska: Lincoln.Omaha ■ Nevada: Las Vegas <br /> ■ Oklahoma: Oklahoma City,Tulsa ■ Texas: Dallas • Utah: Sall Lake City • Wyoming: Cheyenne <br /> QUALITY ENGINEERING SINCE 1965 <br />
The URL can be used to link to this page
Your browser does not support the video tag.