My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1996-07-25_HYDROLOGY - M1977493
DRMS
>
Day Forward
>
Hydrology
>
Minerals
>
M1977493
>
1996-07-25_HYDROLOGY - M1977493
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/17/2021 7:03:15 PM
Creation date
12/7/2012 11:09:21 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
HYDROLOGY
Doc Date
7/25/1996
Doc Name
As-Built Drawings, Doc. and Cert., Robinson Lake Cut-Off Wall
From
TITAN Environmental
To
Climax
Permit Index Doc Type
Hydrology Report
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
12
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
Mr. Bryce Romig Page 2 April 10, 1996 <br /> I. Drill a hole centered on and following down each vertical crack. The hole diameter <br /> should be sized to intersect the crack along its entire length. If the crack deviation is <br /> too great to cover with a single hole, multiple holes should be used. The hole should <br /> also be drilled a minimum of 2 inches below the footer and into the underlying <br /> bedrock. <br /> 2. Remove any drilling material or soil within the crack by flushing with low-pressure <br /> water. Then, using compressed air, blow the crack to remove water and debris. <br /> 3. Install and seal grout injection tube into the hole. Place tube outlet near the bottom of <br /> the drilled hole. <br /> 4. Grout the crack using a low pressure (less than 5 psi) injection pump. <br /> 5. Once the crack has been grouted and satisfactory grout return is observed at the top of <br /> the footer, grouting pressure should be held for several minutes to ensure good <br /> penetration. As the grout tube is removed from the hole, grout injection should <br /> continue to fill the void space left by the tube. <br /> The grout, at a minimum, should consist of cement which meets the requirements of <br /> ASTM C 150 Type V cement and water. Depending on the crack width, sand may also be <br /> added to the grout to improve its performance. <br /> I trust this summary and recommendation meets with your approval. If you have any <br /> questions or comments, please feel free to call me at (303) 850-9852. <br /> Respectfully, <br /> Titan Environmental Corporation <br /> John F. Lupo, Ph.D., P.E. <br /> Project Manager <br /> JFL/bsf <br /> _ _ __ ..Environmental <br />
The URL can be used to link to this page
Your browser does not support the video tag.