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i� <br /> L1 <br /> GR Field Methods and Procedures <br /> Field Screening of Soil Samples <br /> A PID is used to perform head-space analysis in the field for the presence of organic vapors from <br /> the soil sample This test procedure involves removing some soil from one of the sample tubes not <br /> retained for chemical analysis and immediately covering the end of the tube with a plastic cap <br /> The PID probe is inserted into the headspace inside the tube through a hole in the plastic cap <br /> Head-space screening results are recorded on the boring log Head-space screening procedures are <br /> performed and results recorded as reconnaissance data GR does not consider field screening <br /> techniques to be verification of the presence or absence of hydrocarbons <br /> Stockpile Samulin <br /> Stockpile samples consist of four individual sample liners collected from each 100 cubic yards <br /> (yd3) of stockpiled soil material Four arbitrary points on the stockpiled material are chosen, and <br /> discrete soil sample is collected at each of these points Each discrete stockpile sample is collected <br /> by removing the upper 3 to b inches of soil, and then driving the stainless steel or brass tube into <br /> the stockpiled material with a wooden mallet or hand driven soil sampling device The sample <br /> tubes are then covered on both ends with Teflon sheeting, capped, labeled, placed in the cooler <br /> with blue ice for preservation A chain-of-custody form is initiated in the field and accompanies <br /> the selected soil samples to the analytical laboratory Stockpiled soils are covered with plastic <br /> • sheeting after completion of sampling <br /> Construction of Monitorine Wells <br /> Monitoring wells are constructed in the exploratory borings with Schedule 40 polyvinyl Chloride <br /> (PVC) casing All joints are thread-joined, no glues, cements, or solvents are used in well <br /> construction The screened interval is constructed of machine-slotted PVC well screen which <br /> generally extends from the total well depth to a point above the groundwater An appropriately- <br /> sized sorted sand is placed in the annular space adjacent to the entire screened interval A <br /> bentonite transition seal is placed in the annular space above the sand, and the remaining annular <br /> space is sealed with neat cement or cement grout <br /> Wellheads are protected with water-resistant traffic rated vault boxes placed flush with the ground <br /> surface The top of the well casing is sealed with a locking cap A lock is placed on the well cap <br /> to prevent vandalism and unintentional introduction of materials into the well <br /> • <br /> A-2 <br />