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GEODESIGN Memorandum <br /> Page 2 <br /> Based on our review of the settlement plate and vibrating wire piezometer data, it is our opinion that <br /> the Phase 1 surcharge has adequately consolidated the underlying compressible soil. We believe <br /> that the risk of static settlement-related damage occurring in the Phasel area from the proposed <br /> development is low. As a result, we recommend that the Phase 1 surcharge be removed and <br /> relocated to the Phase 2 or Phase 3 areas. <br /> RTL:SVM:kt <br /> Attachments <br /> One copy submitted(via email only) � V. j <br /> Document ID: <br /> ©2015 GeoDesignglnc 1 All�igh t reserved.m.docx �OF WASyt�4e <br /> jP <br /> ,p 26403 <br /> LISTER <br /> s'Sf OIVAI. ,1. <br /> Signed 09/21/2015 <br /> 15575 SW Sequoia Pkwy-Suite 100 I Portland OR 97224 I Off 503.968.8787 I Fax 503.968.3068 <br />