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04-24-12 Packet
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6C (7)
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11/1/2012 10:27:14 AM
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4/20/2012 12:33:16 PM
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Mr.. Chad M. Smilley, IIE, BS11 Life Structures <br />Preliminary Geotechnical Engineering Investigation Proposalfior <br />Proposed Development at Ignition Park, South Bend, Indiana <br />September 21, 2011 <br />Page 2 of J <br />2. IUPPS- the state utility locator service will be notified to mark existing underground utilities within <br />the public areas. We request that you provide a site plan indicating the location of any site - specific <br />underground structures and utilities. While we will take all reasonable precautions to avoid <br />damaging existing facilities, we cannot assume any liability for disruption of services caused by <br />break in utility lines not adequately marked on a site map or in the field. Existing underground <br />utilities may be marked by a private utility locator service for an additional fee, <br />The subsurface soil and groundwater conditions at the proposed site will be investigated by drilling <br />twelve (12) borings to a depth of 25 ft below the present ground surface in the proposed building <br />area, as requested. Based on the above drilling schedules, the project will involve 300 lineal ft of <br />drilling. No hard drilling through buried concrete, obstructions or rock coring is considered in this <br />proposal. While these depths are generally adequate for the type of construction and loading <br />mentioned earlier, it is possible that the depths may need to be revised due to poor subsurface <br />conditions. In such instance, we will contact you prior to any additional field drilling. <br />4. From each boring, split -spoon samples will be obtained at intervals of 2'/z ft and 5 ft intervals for <br />laboratory analysis. Standard Penetration Tests (SPT) values will be recorded for each split spoon <br />samples. All borings will be performed in accordance with the applicable ASTM standards. <br />Groundwater observations will be made during and immediately after the drilling. <br />5. All holes will be back filled with the auger cuttings after the drilling. It is not possible to pack the soil <br />back in the drill holes upon completion so tight that there will be no subsequent subsidence. This <br />proposal does not include repair costs for landscape damage. <br />6. This proposal does not include assessment or remediation of any environmental conditions <br />present at the site. If apparently impacted materials are encountered during the field testing <br />operation, the drilling will be stopped until the proper course of action is determined. <br />7. Our investigation will include basic laboratory classification tests on representative soil samples to <br />understand the strength, compressibility and other engineering characteristics of the subsurface <br />materials encountered in the test borings. <br />8, The results of our field exploration and laboratory tests will be utilized in the formulation of <br />preliminary recommendations and will be presented in a written report signed by a registered <br />professional engineer. As mentioned, additional soil borings will be necessary to develop final <br />geotechnical recommendations once the project layout is complete. <br />[1M�. <br />
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