2501 W CASINO RD 2018-01-02 MF Import

� . APPENDIX A FIELD EXPLORATION � Fr4888 . Our 6eld exPloration was performed on April 24, 1990. Subsurface co�ditions at the site were explored hy txcavating n•ne test pits to a maximum depth of ten feet below existing grade. � Approximate test pit locations were determined by taping from the curb line of Casino Road and the fence to the east. Approximate test pit elevatio,u were determined by interpclation � from the topographic map pror.ded by Toid Development. The locations and elevations of the test piu should be rnnsidered accurate aily to the degree implied by the method used. These appro�cimate locations are shown on the Test Pit Location Plan, Plate 2. � The field exploration was continuously monitored by an engineering geologist from our firm who classified the soils encountered and maintained a log of each test pit, obtained representative samples, measured groundwater levels, and obser ed pertinent site features. � All samples were visually classi6ed in accordance with the Unified Soil Classiflication System which is presented on Plate Al, Legend. Test Pit L.ogs are presented on Plates A2 through A6. The final logs represent our interpretations of the field logs and the resulu of the � laboratory examination and tests of field samples. The stratifcation lines on the logs represent the approximate boundaries between soil types. In actuaiiry, the transitions may be more gradual. � The consistency of the soil waz estimated based on the effort required to excavate the soil, the stabiliry of the trench walls, and other factors. � Representative soil samples were placed in closed containers and retumed to our laboiatory for further examination and testing. � � , , � � � � , Eerth Consultants, Inc.