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GEOTECHNICAL ENGINEERING CORPORATION <br />1925 Oawcrest Avenue . Rosevale. Minnesota 55113 1612) 616-771r <br />26 - 71h Avenue North . St Cloud. M ,`I s.Ia 56301 (612) 2551101 <br />(Ovecf written correspondence to fhe Rosev,ife office ) <br />REPORT OF SUBSURFACE IIIVESTIGATION <br />PROJECT: REPORTED TO: <br />PROPOSED RESIUENCE C. E. Da MART 6 ASSOCIATES <br />?691 CASCO POINT ROAD 1155n I10NNA TERESA <br />ORONO. MINNESOTA STUDIO CITY, CALIFORNIA 91604 <br />GEC JOB NO: 2525 DATE: JULY 28, 1980 <br />INTRODUCTION <br />On July 24, 1980, we drilled two test borings at the referenced site. Based <br />on the results of the borilris, we have provided recontnendat ions for design <br />and construction of the floor slab and foundation with respect to the sub- <br />surface conditions. <br />TEST BORINGS <br />The boring locations are shown un the attached sketch. The borings were made <br />at locations suggesLed by the client. <br />The borings were made using the ;tandird penetratinn - split spoon method. <br />Refer to the attached sheet !Test Boring and Sampling Procedures) for addi- <br />tional infonl-ation regarding the test taring and sampling procedures. <br />The soils were classified in accordance with the ASTM Visual -Manual Method <br />(ASTM D 2488). Refer to the attached sheet (Unified Soil Classification <br />System) for a description of the classifiLation method. <br />The elevation of the ground surface at the borings was determined in refer- <br />ence to the top nut of the fire hydrant located on the west side of Casco <br />Point Road appro•inlately 25' south of the southeast property corner. An as- <br />sumed bench (nark elevation of 100.0 was used there. <br />HYDROLOGY • SOIL AND FOUNDATION ENGINEERING • TEST BORINGS <br />MATERIALS TESTING • PERCOLATION TESTING • ENGINEERING GEOLOGY • CONSTRUCTION INSPECTION <br />