My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1209 MADRONA AVE 2016-10-05
>
Address Records
>
MADRONA AVE
>
1209
>
1209 MADRONA AVE 2016-10-05
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/5/2016 7:04:00 AM
Creation date
9/30/2016 4:12:32 PM
Metadata
Fields
Template:
Address Document
Street Name
MADRONA AVE
Street Number
1209
Notes
GEOTECHNICAL REPORT INCLUDED
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
65
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
Geotechnical Engineering Evaluation NGA File No. 870113 <br /> Packer Property March 11,2013 <br /> Retaining Walls and Steep Slope Evaluation Page 14 <br /> Everett,Washington <br /> (Symphoricarpos albus), Nootka rose (Rosa nutkana), Ocean Spray (Holodiscus discolor), and Oregon- <br /> grape (_-Manhonia nervosa). We should be retained to review and comment on the slope vegetation plan. <br /> The homeowners should be able to come up with the re-vegetation plan, but NGA should be retained to <br /> review such plan prior to implementation. The actual need/extent of the erosion control matting should <br /> be evaluated by NGA after the wall is installed. <br /> Failing Wall Repairs <br /> The section of the existing wall that has failed but not related to the slope failure should be repaired by <br /> placing the blocks on a concrete leveling pad and backfilling the wall with clean crushed rock. Some of <br /> the slumping soils in this area should be additionally over-excavated and replaced with the crushed rock <br /> backfill. These repairs should be completed prior to installing the retaining wall in the slide area. NGA <br /> should approve the repairs during construction. <br /> USE OF THIS REPORT <br /> NGA has prepared this report for Robert and Heidi Packer and their agents for use in the planning and <br /> budgeting of the repairs on this site only. The scope of our work does not include services related to <br /> construction safety precautions and our recommendations are not intended to direct the contractors' <br /> methods, techniques, sequences, or procedures, except as specifically described in our report for <br /> consideration in design. There are possible variations in subsurface conditions between the explorations <br /> and also with time. Our report, conclusions, and interpretations should not be construed as a warranty of <br /> subsurface conditions. A contingency for unanticipated conditions should be included in the budget and <br /> schedule. <br /> All people who own or occupy homes on hillsides should realize that landslide movements are always a <br /> possibility. The landowner should periodically inspect the slope, especially after a winter storm. If <br /> distress is evident, a geotechnical engineer should be contacted for advice on remedial/preventative <br /> measures. The probability that landsliding will occur is substantially reduced by the proper maintenance <br /> of drainage control measures at the site. Therefore, the homeowner should take responsibility for <br /> performing such maintenance. Consequently,we recommend that a copy of our report be provided to any <br /> future homeowners of the property if the home is sold. <br /> NELSON GEOTECHNICAL ASSOCIATES, INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.