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<br />Geotechnical Exploration Services <br />Proposed Addition to Cass County Jail <br />Fargo, North Dakota <br /> <br />Scope of Services <br /> <br />We propose the following scope of services in execution of the requested geotechnical exploration program <br />for the above referenced project. We caution that our equipment can damage lawn areas and/or weak <br />pavement sections due to considerable weight of the drill, While we will attempt to minimize such damage <br />to your property, we assume the property Owner will be responsible for perfonnance and cost of repairs <br />associated with damage to the grounds and pavements at this site by NT!. <br /> <br />. NT! will contact the "One-Call" system for clearance of public utilities prior to start of drilling <br />operations. We assume the Owner will notify NT! if private utilities are located on this parcel. We also <br />assume the Owner is responsible for clearing, or will retain the services of a private locate company for <br />clearing private utilities, if such are present on site. <br /> <br />. We will mobilize a truck mounted drill to the project for advancement offour (4) soil borings to a depth <br />of 25 feet and one (I) soil boring to a depth of 40 feet within the building footprint. Sampling will be <br />perfonned at 2 Yz foot intervals to a depth of 15 feet with additional samples obtained at 5-foot intervals <br />thereafter. <br /> <br />. We plan to utilize "hollow stem auger" drilling techniques for advancement of the borings, and standard <br />split spoon techniques or thin wall sampling tubes to collect soil samples. Soil sampling will be <br />perfonned in general accordance with ASTM: D 1586, Field collected soil samples will be visually <br />classified in accordance with ASTM: D 2488. Representative portions of samples will be returned to the <br />laboratory for further examination, <br /> <br />. We will measure for the presence of groundwater or lack thereof when we complete each soil boring. <br />This infonnation will be recorded on the field notes for inclusion in final soil boring logs, We note that <br />the detennination of the local groundwater surface may be difficult based on the limited time available <br />for stabilization of the water surface within the boreholes. We assume each soil boring may be <br />abandoned by placement of soils cutting within the borehole. <br /> <br />. We will prepare a geotechnical exploration report for your use in support of the proposed construction. <br />Our report will present our understanding of the proposed project, our findings and recommendations as <br />defined below: <br /> <br />. Our understanding of the project and anticipated loading for footings. <br /> <br />. A general description of our soil boring procedures including a general description of the soils and <br />groundwater conditions encountered at the project. We will also include logs of our soil boring, <br />descriptions of nomenclature used for defining the site and drilling procedures, identify standards <br />used in perfonnance of our field and laboratory testing, and a drawing defining the location of the <br />borings relative to existing site features. <br /> <br />. Specific comment and recommendations for quantifying the site for project construction will be <br />presented. Such discussion will include net allowable soil bearing pressure and estimate of <br />settlements for design of the structure footings, recommendations for construction including <br />placement of fill, weather related impacts on construction during cold or wet periods. <br /> <br />The scope of services is intended mainly for geotechnical purposes and will not include environmental <br />recommendations. However you will be contacted if noticeable contamination is detected within soils <br />recovered from the borings. <br />