1605 SE EVERETT MALL WAY 2018-01-01 MF Import

� R17TENHOUS�M1fAN & �LSSOGATES, /NC. �� � RZA Geotechnical Conaultanta � �L� 1400140th Auenue N.E. � Bel(euue, Waahington 98007 �� (206) 746-8020 20 December 1983 Planmark Engineering Architecture P.O. Box 1243 Minneapolis. Minnesota 55440 Subject� Footing Inspection5 Everett Haggen Faods Everett, Washington Gentlemen: W-4066-i We have been contacted by �4r. Bill Meyers of Dawson Construction, regarding inspection of footing trench excavations required by the City of Everett prior to pouring concrete. Based upon our initial "Subsurface Exploration and Geotechnical En9ineering Study" dated 12 September 1983 and our field inspec- tion activities during mass grading of the site, it is our opinion that the undisturbed on-site soils are capable of supporting the design pressure of ', 3000 pounds per square faot and produce no more than 1/2 inch of total and differential settlement. This opinion, however, is based upon the assumption - that proper foundation construction procedures are ?erformed and that the specific recomnendations outlined in this report are followed. As requested by the City of Everett and stated in our report, an inspection of the footing trenches should 6e made prior to rebar forming and concrete placement, by a qual�fied Geotechnical Engineer or a technician acting for a qualified Geotechnical Engineer. We understand that another geotechnical consulting firm has been retained by Dawson Construction for concrete testing. Assuming tlieir testing laboratory supplies a qualified engineer or geolo9ist for the work, we do not foresee any particular problems. However, you should assure yourself that the testing laboratory will indeed be responsible for �