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STOAl~'I'' Stork Twin City Testing Corporation Materials Technology Proposed New Residence at 1635 Bohns Point Road Orono, Minnesota Stork Twin City Testing Corporation Project #TCT006405P Page 3 of 11 After completion of the drilling operations, the borehole was backfilled with auger cuttings, bentonite chips, grouted to the existing surface, and topped with bituminous cold patch. Sampling and classification of soils were performed in general accordance with American Standards for Testing and Materials (ASTM) procedures, and are described on an attached sheet. 2.2 Surface Conditions The site is generally flat and slopes down slightly to Lake Minnetonka. An existing single family home is present on the lot, and is surrounded by landscaping. A long bituminous driveway leads to the home from Sohns Point Road. Several large trees and bushes were also observed on the property. The surface elevation of the soil boring was approximately 99.9' in regards to our temporary benchmark. 2.3 Subsurface Conditions The subsurface conditions encountered at the test boring location are shown on the test boring log. The boring log also indicates the possible geologic origin of the materials encountered. We wish to point out that the subsurface conditions at other times and locations on the site may differ from those found at our test location. If different conditions are encountered during construction, it is necessary that you contact us so that our recommendations can be reviewed. The boring indicated a generalized soil profile consisting of fill at the surface underlain by glacial till and coarse alluvium. Fill was encountered at the surface of the boring. The fill was comprised of 2½" of bituminous pavement at the surface underlain by 3" of crushed limestone aggregate base, then clayey sand with various amounts of gravel. Geotextile fabric was Information and statements in this report are derived from malerial, information and/or specifications fumished by lhe client and exclude any expressed or implied warranties as to -the fitness of tha material tested or an.:tlyzed for any particular purpose or use. This certificate or reporl is lhe confidentlal property of our clienl and may not be used for adverlising purposes. This certificate or report shall not be reproduced except in full, without wriiien approval or this labora1ory and shall be signed or otheiwlse approved by authorized staff members only. The roc:-ordlng of fatse, Rctltlous or fraudulent slatemenfs or entries on this document may be punished as a felony under ~ederal Statues including Federal Law Tltle 18, Chapter ◄1. This document contains technical data whose export. and re-ex-porVre-transfer ts subject to control by 1he U.S. Department of Commerce under lhe Export Administration Act and lha Export Administration Regulations. The department of Commerce's prior written approval is required for the export or re.exportJre- transfer of sut:.h technical information to any foreign person, foreign entfty or foreign organization whether in the United states or abroad. EAR-CONTROLLED DAT A.