SHI Builders West Orange NJ Prelim GI SWM Report 1

the central portion of the site and 507.0 feet within the eastern portion of the site. The elevations provided in this report reference the 1988 North American Vertical Datum (NAVD 88), unless otherwise noted. Structural loads were not developed at this time; however, based on our experience with similar projects, the proposed structures are expected to be masonry and wood-framed structures constructed with a concrete slab-on-grade and may include basement levels. The maximum loads are assumed to be less than the following:  Wall – 1.0 kip per linear foot;  Column – 50 kips; and  Floor Slab – 50 pounds per square foot. 3.0 SCOPE OF SERVICES 3.1 Field Investigation Field exploration for this investigation was conducted by means of two soil borings (identified as borings B-1 through B-2), ten soil profile pits (identified as SPP-1 through SPP-10), and five structural test pits (identified as TP-1 through TP-5). The borings were drilled using hollow stem auger drilling techniques with an all-terrain vehicle (ATV) mounted drill rig and the soil profile pits/test pits were excavated with a rubber-tire backhoe. Test locations are summarized in the following table and are shown on the accompanying Test Location Plan included within the Appendix of this report. TEST LOCATION SUMMARY TABLE Number Proposed Location Final Depth (feet) B-1 Northwestern Portion of Site 20.7 1 B-2 Central/Eastern Portion of Site 9.8 1 SPP-1/TP-1 Southwestern Portion of Site 6.3 1 TP-2 Western Portion of Site 12.0 1 SPP-2 Northwestern Portion of Site 11.7 1 SPP-3 Central/Eastern Portion of Site 9.8 1 SPP-4/TP-3 Southern Portion of Site 11.9 1 SPP-5 4.8 1

Southern Portion of Site 11.9 1 SPP-5 4.8 1 Central portion of Site SPP-6 3.3 1 SPP-7/TP-4 Central/Northern Portion of Site 3.9 1 SPP-8/ TP-5 Northeastern Portion of Site 11.5 1 SPP-9 5.9 1 Eastern Portion of Site SPP-10 4.0 1 1 Refusal encountered within underlying weathered rock and/or very dense glacial deposits SHI Builders 2 4266-99-001E