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HomeMy WebLinkAboutMiscellaneous Correspondence 2010-6-3 -l1li:11: Jun. 3. 2010 8:33AM .. . . .. .--,)--- fI-. . . . K&A tngineering ~416849358 No.3788 P. 1 c3 K & A Engineering, Inc. P.O. Box 8486, COburg, OR 97408 91051 S Wil/amette St, Coburg, OR 97408 (541) 684-9399 Voice (541) 684-9358 FAX ~nglnppring June 2, 2010 Project: 100826 Vern Benson 940 Hwy 99 N Eugene, Oregon 97402 Subject: Springfield Building Permit COM201 0-00382 . 222 58111 Street Inspection of Foundation Fill A1 your request, we have inspected the in-place density of granular fills placed on the subject foundation pad. The fill consists of approximately 4-inches of 'I<-inch minus, dense graded aggregate. The thickness of the aggregate on the foundation pad did not exceed 4-inches. Therefore, we could not accurately measure the in-place density. We recommend approval 01 the loundalion 1111, as constructed, by the building official. Thank you for the opportunity to be of service. Please call us if you have Questions or need further assistance. Respectfully, Chuck Du Fault, P.E. K & A Engineering, Inc.