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<br />e <br /> <br />e <br /> <br />e <br /> <br />3-11 <br /> <br />The tentative position of stratigraphic units within the profile and <br />their extent along the channel alignment should form the basis for <br />selecting soils investigation sites. The unit delineation must be <br />informative enough to indicate the location of sites required to <br />provide adequate data in the detailed investigation. <br /> <br />Determining the Intensity of Investigations <br /> <br />Four factors control the intensity of needed site investigations: (I) <br />design requirements that may be independent or partially independent <br />of the soil materials in the study reach; (2) hazard to life or <br />property in the event of failure or partial failure; (3) complexity <br />of the geomorphology in the site area; and (4) possible effects on <br />quality of environment. <br /> <br />Concerning design requirements, for example, restrictipns in availability <br />of rights-of-way and capacity for each earth channel may dictate that <br />the channel be a lined one, irrespective of,the kind of materials in <br />the reach involved. In this instance the investigations need only <br />obtain the information that may affect construction such as classifi- <br />cation of materials to invert grade, location of the water table and <br />of seeps or springs. The ~resence of rock outcrops, layers of hard <br />caliche, etc. srould be carefully identified by location and <br />description. <br /> <br />Where the water table is above proposed invert grade, its elevation <br />should be identified in the logs of test holes or pits. If the water <br />table fluctuates from season to season so that in one part of the year <br />its elevation is below invert grade, the average time period this <br />occurs and the dates of occurrence should be estimated. A high water <br />table may interfere substantially with construction or affect the <br />stability of an earth channel after excavation. If drop structures <br />or other installations requiring data on bearing strength are being <br />considered, investigations should be made in accord with recommendations <br />in NEH, Section 8, Engineering Geology. <br /> <br />Channels located in urban or intensively developed agricultural areas <br />differ widely in damage potential if a failure occurs than do channels <br />in rural areas. In an urban area, the channel is usually designed to <br />retain the one percent event with even minor erosion generally not <br />tolerable. In both instances, the erosion characteristics of the bed <br />and bank materials must be identified by procedures which include <br />stratigraphic unit delineation and representative sampling and testing. <br />Stratigraphic units must be more thoroughly delineated and variations <br />within the units more closely identified by sampling and testing in <br />intensively developed areas than in agricultural areas. <br />