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DocuSign Envelope ID:254EEE07-4235-430E-AB86-8BA7FDCF270B <br /> November ECS Southeast, LLP <br /> Table 1 Proposed Borings <br /> Proposed <br /> Boring No. Proposed Structure/Site goring Depth <br /> Feature <br /> (feet) <br /> B-1 Building 20 <br /> B-2 Building 15 <br /> B-3 Building 50 <br /> B-4 Building 20 <br /> B-5 Building 15 <br /> B-6 Pavement 5 <br /> B-7 Pavement 10 <br /> B-8 Pavement 5 <br /> B-9 Pavement 5 <br /> B-10 Pavement 5 <br /> Total Drilling Footage= 150 <br /> f. Perform Standard Penetration Test(SPT)tests at standard intervals within the soil test borings for <br /> engineering analysis. <br /> g. Obtain 2 bulk samples of auger cuttings from select borings for laboratory testing. <br /> h. Measure depth of groundwater within each borehole at time of drilling and prior to backfilling. <br /> Laboratory Testing <br /> Upon completion of drilling operations, the samples will be returned to our laboratory in Raleigh, North <br /> Carolina for further identification and testing, including: <br /> a. Visual-manual classification in accordance with the Unified Soil Classification System <br /> b. 3 natural moisture tests <br /> C. 3 percent-passing No. 200 sieve tests <br /> d. 3 Atterberg Limit tests <br /> e. 1 standard Proctor compaction test <br /> f. 1 California Bearing Ratio (CBR)test <br /> Report <br /> Upon completion of testing and engineering analysis, we will prepare a geotechnical engineering report <br /> that presents our findings and recommendations. The geotechnical engineering report will include the <br /> following items: <br /> a. A site location diagram and a boring location diagram. <br /> b. Boring logs prepared in accordance with the standard practice for geotechnical engineering. <br /> Ground surface elevations shown on the boring logs will be approximated by interpolating from <br /> civil drawings or published topographical maps. <br /> C. Laboratory test results. <br /> d. Observations from our site reconnaissance including current site conditions, surface drainage <br /> features, and surface topographic conditions. <br /> e. A review of the published geologic conditions and their relevance to the planned development. <br /> f. A subsurface characterization based on the field exploration and laboratory tests performed. <br /> a <br /> ECS Proposal No:06:22345 <br /> Pagel 5 Eg_ <br />