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' 3.0 SAMPLING AND LOGGING GEOMATRIX ' 3.1 OBTAINING SAMPLES Borings will be continuously cored or sampled at depth intervals specified by the project manager, based on the intended use of the boring. Continuous sampling is recommended; ' however, samples and/or cuttings will be obtained for logging purposes at least every 5 feet for all borings. Drive samples will be used to log hollow stem auger borings if continuous ' cores are not collected. The samples and/or drill cuttings will be collected and described. A lithologic log of these samples will be made. Samples for chemical analysis will be collected ' in accordance with the protocol SOIL SAMPLII IG FOR CHEMICAL ANALYSIS. ' 3.1.1 Discrete Sampling For discrete sampling of mud rotary or auger borings, sampling will be accomplished by ' driving or pushing a split-barrel sampler or Shelby tube. The field geologist/engineer will ' record information on the BORING LOG pertaining to the sampling, such as rate of penetration, hydraulic ram pressure or drive-hammer blow count, coring smoothness, and ' sample recovery. In general, the split-barrel sampler will be opened for observation and logging of the retrieved core. tAt selected depth intervals, the split-barrel sampler may be fitted with brass or stainless steel ' liners for collection of soil samples for possible subsequent chemical or physical testing. Samples may be retained for future review and/or preserved for chemical or physical testing, tas specified by the project manager. The samples will be stored and labeled to show project number, boring number, and cored interval denoted either by depth or a sequential numbering ' system. Procedures for preservation and transport of soil samples retained for chemical ' analysis are presented in the protocol SOIL SAMPLING FOR CHEMICAL ANALYSIS. ' DRILLING .aND DE37RUC70N OF SO[L 30RINGS Pate : or 5 ASC'ROTO-DD.= 2E' '.SiOu DATE: MARCH :V% DD-3