820 WAVERLY AVE 2018-01-02 MF Import

� � � . � APPENDIX A ! f� QN• •• •,•••,•�o•�ON /�N� LJ�OR�TORY 7ES11NG I E-4211 � � Our field exploration was performed on Deamber 15, 1988. Subsurfaa conditions at the ` site were explored by excavating four (4) test piu to a maximum depth of eleven (11) feet � below e�asting grade. Approximate test pit locations were determined by tape measuring from earisdng site featnres. i ( Elevations were detern►ined by assuming an elevation of the ezisdng paved turface at no (0) feeG The locations and clevations of the test pits should be considored �cxvrate only to the , degree implied by the method used. These approximate locations are shown on t6e Test Pit i � Locadon Plan, Plate 2. The 6eld exploration was continuously monitored by a geotechnical engineer from our firm who classified the soils encounteted and maintained a log of each test pit, obtained I representative samples, measured groundwater levels, and observed pertineni site features. All samples were visuaily classified in accordance with t6e Unified Soil Qauification System ` which is presented on Plate 3, Legend. Representadve soil san►ples were placed in sir tight bags and retumed to ECI's laboratory for futther examination and testing. The Test Pit Logs are presented on Plates 4 through 7. The final logs r�preunt our interpretations of the Seld I� logs and the resulu of the laboratory examination and selective tests of Seld samples. The strati6cation lines on the lops represent the appro�cimate boundaries between soil types. In actualiry, the transitions may be more gradual. I I Eerth Consultants, Inc. � .