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1617 EDGEMOOR LN 2016-11-10
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1617 EDGEMOOR LN 2016-11-10
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Last modified
2/2/2022 10:08:13 AM
Creation date
8/3/2016 10:46:47 AM
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Address Document
Street Name
EDGEMOOR LN
Street Number
1617
Notes
GEOTECHNICAL REPORT INCLUDED
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McKinnon Residence Retaining Wall NGA File No 910614 <br />1617 Edgemoor Lane December 2, 2014 <br />Everett, Washington Page 11 <br />northeast of the residence. We anticipated that these pipes likely originated from the roof down spouts <br />and yard drains associated with the residence, but we were unable to confirm this during our site visit. <br />We observed that these pipes were likely daylighting on the steep slopes below the top of slope area. At a <br />minimum, we recommend that all residence downspouts and yard drains along with the proposed <br />retaining wall drain be tightlined and directed to discharge at the bottom of the slope or to a proper <br />location approved by NGA. We recommend that the outfalls of these pipes be armored with rock spall <br />pads to minimize erosion from the outfall of the pipes. <br />USE OF THIS LETTER <br />NGA has prepared this letter for Mr. Bruce McKinnon, and his agents, for use in the planning and design <br />of the retaining wall project on this site only. This letter is a specific evaluation of the existing timber <br />retaining wall and steep slopes and should not be considered an evaluation of the entire site or the existing <br />residence. There is potential for failures to continue to occur on the slope near and below the wall. This <br />potential can be reduced by maintaining the drainage systems and refraining from casting any material <br />what so ever over the slope. Irrigation systems near the new wall should be avoided. The scope of our <br />work does not include services related to construction safety precautions, and our recommendations are <br />not intended to direct the contractors' methods, techniques, sequences, or procedures, except as <br />specifically described in our letter for consideration in design. There are possible variations in subsurface <br />conditions between the explored and unexplored areas and also with time. Our letter, conclusions, and <br />interpretations should not be construed as a warranty of subsurface conditions. A contingency for <br />unanticipated conditions should be included in the budget and schedule. <br />All people who own or occupy homes on hillsides should realize that landslide movements are always a <br />possibility. The homeowner 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 (the runoff from the roofs should be led to an approved discharge <br />point). Therefore, the homeowner should take responsibility for performing such maintenance. <br />Consequently, we recommend that a copy of our letter be provided to any future homeowners of the <br />property if the home is sold. <br />We recommend that NGA be retained to review project plans prior to construction and to monitor wall <br />repairs. These additional services are intended to confirm that the conditions encountered are consistent <br />NELSON GEOTECHNICAL ASSOCIATES, INC. <br />
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