2222 LOWER NORTON AVE 2018-01-01 MF Import

APPENDIX A FIELD EXPLORATION Subsurface conditions at the site of the Converting Plant Addition were explored by drilling 3 �' boring�. The approximate locations of the borings, relative to the proposed facility and the � existing site features are shown on Figure 2. The exploration locations were measured in the 5eld from existing site features. Boring elevations, with respect to the dock floor elevation of ' the adjacent Finishing and Shipping building, were obtained by means of hand-level measurements. ' Borings were drilled with truck-mounted, hollow-stem auger equipment on December 21 and 22, � 1994. The borings were drilled to depths ranging from approximately 49 to 88 feet beneath cunent site grades. Logs of the borings are presented on Figures A-1 through A-3. The soils encountered were classified in accordancz with the Unified Soil Classification System which is outlined on Figa;e A-4. The drill±ng program was coordinated by an engineering technician who , monitored the drilling activity, obtained saniples of the soils encountered, classiiied the �uils by visual and textural examination, and ma.ntained a ccntinuous log of the subsurface conditions. ,, Relatively undisturbed samples of the subsurface soils were obtained at approximately 5-fool i intervals in the boi•ings using the Dames & Moore U-Type sampler. The U-type sampler was driven into the soil with a 300-pound hammer falling a distance of approximately 30 inches. The number of blows required to drive the sampler a distance uf 1 foot, or as othenvise �. . indicated, is shown unmediately adjacent to the sample notation on the boring logs. ! The following figures arc attached and complete this Appendix. t Figures A-1 ihrough A:•3 Log of Borings i Figure A-4 Key to Borings/Unified Soil Classification System t � �y � l� A-1 Dnn�rs & Aio�ai: