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30 30 introduction data base acquisition using the readaui module a right to read the data from the data acquisition using the readaui function. a right to browse the data of the date. a right to cancel the readaui function. selected waveband a right to select the wavelength for the photometric data. selected image type a right to select the image type for the photometric data. continue editing a right to confirm the edited values by selecting the apply button. this button is not available when performing data base acquisition using the readaui module.

8 readings performed (each data set is unique in some way) modules 1-8 perform the following operation at each measurement location or plot each sample plot. (a) delete the previous sample plot or measurements. (b) enter report information. (c) enter measure comments. (d) delete any duplicated spectra, measurements, or samples. (e) enter data per module. note: module 9 begins at a blank screen. 9 click module, to begin the report (or measurement) module. data and data display 32 measurement collection input data a right to use enter or enter function of the edit menu. it is a function to enter (or generate) the data on the measurement modules. data value a right to record a new data entry. data value a right to delete a data entry. data display a right to display any data entry or data display. data display a right to display any data entry. data selection a right to change measurement results (spectra) by selecting from choice lists, tables, or table rows. data processing a right to use method function in the edit menu. it is the function to add, edit, or delete a method definition. method definition a right to define a measure method used to obtain data values.

The probe was typically advanced with 38mm (1.5-in.) or 44mm (1.75-in.) drive rods that are about 1.25m (4ft.) or 1.5m (5ft.) in length. When logging the field crew stops advancement incrementally to add the next drive rod to the tool string. When advancement is stopped, the acquisition software automatically captures a still image in both UV and visible light that is saved to the log file. The EC and %AF logs were viewed on-screen along with the images of induced fluorescence as the probe was advanced. At depths of interest probe, advancement was halted to capture and save additional still images in UV and visible light. Logging was stopped at the desired depth (or refusal), and then the OIP probe and tool string were retracted with a simple rod grip system. A hard rubber rod wiper was used to remove gross soil and contaminants from the rods and probe as they were recovered. All OIP borings were properly abandoned in accordance with local regulatory requirements.
At the Iowa UST site, OIP logging was performed as described above using a direct push machine to advance the probe to about 9m (27ft) depth. A total of 18 logs were obtained in about 2days. After logging was completed, the team also collected continuous soil cores with the DT22 sampler (Geoprobe 2013 ; ASTM 2017d ) adjacent to four selected OIP log locations. The site geologist performed visual/manual soil classification based on the visualmanual method (ASTM 2017f ) and conducted field screening of core samples on-site using a handheld photoionization detector (PID) (Mini-RAE model 3000). Samples from each 30cm (1ft) interval of core were placed in ziplock bags and allowed to equilibrate at ambient temperature for 1530min before field screening with the PID. Selected results of the visualmanual soil classification and PID field screening are summarized (Table S2). OIP log and soil core locations are plotted on the site map (Fig. S4).