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20100310140416385.pdfRobert M. Pride, LLC October 31, 2006 Mr. Jon Kvernmo Hillcrest Construction P. O. Box 3121 Everett, WA 98213-1121 Re: Report on Wall Inspection Single Family Residence �*,17009 77t" Place West — Lot 7 MICROFILM Edmonds, Washington RMP Project No. 05-125-01 Dear Mr. Kvernmo, Consulting Engineer �t)06 CG OF 69�40N NS' At your request and as requested by the City of Edmonds, this letter summarizes my field inspection of the block retaining wall located on Lot #7 at 17009 77th Place West. It is understood that a separate permit will be required to cover this wall construction due to its location within the Edmonds Critical Area. A site inspection was performed to document existing wall conditions, and to confirm the adequacy of foundation conditions for support of this interlocking block retaining wall. The block wall was constructed along the ten foot setback line adjacent to 77th Place for support of the higher ground surface within the utility easement. Maximum height of this wall is 30 inches, except where the low end of the wall converges to the sidewalk. A plan has been submitted showing the wall location with top/toe elevations. Based on my previous site inspections during excavation for the building pad, this portion of the wall was placed on competent native soils. Each layer of interlocking block is offset one inch with a total of about 4 to 5 inches ofbackslope into the filial compacted backfill. Granular soils were used as a drainage medium behind this wall. Based on my recent site inspection this wall is approved as constructed. Stability calculations are not considered necessary due to the limited wall height. Please call me if there are any questions. �spectfully, Robert M. Pride, P. E. Principal Geotechnical Engi dist: (2) addressee 'T gran 4 rmp: Hillerestwal1#7 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672