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C112M HILL Standard Operation Procedure <br /> (3113195 Version) <br /> Groundwater Sampling <br /> for <br /> Intrinsic Bioremediation Characterizations <br /> Section 1. Introduction <br /> This document presents a protocol for measurements and groundwater sampling in <br /> support of intrinsic bioremediation characterizations. This protocol was developed <br /> because of the potential adverse effects of commonly employed groundwater sampling <br /> methodology on the quality of intrinsic bioremediation data. Commonly employed <br /> sampling collection techniques include use of bailers and excessive rates of groundwater <br /> purging. These practices will often produce groundwater samples with a geochemistry <br /> that is different than formation groundwater. Parameters for characterization of intrinsic <br /> bioremediation are listed in a table at the end of this document. The specific mechanisms <br /> r in which the geochemistry of groundwater sample can be altered through sample <br /> collection technique include the following: <br /> • Excessively lowering the water level in the well by purging at high flow <br /> rates. During recharge, exposure of water trickling into the well to the <br /> atmosphere can result in aeration of the groundwater sample, resulting in <br /> loss of volatiles, introduction of oxygen, and elevation of the sample Eh. <br /> • Sample aeration caused by sample collection with a bailer and/or excessive <br /> exposure of the groundwater to the atmosphere during field measurements <br /> or filling of sample containers. <br /> • Increeased turbidity caused by bailing the well, or purging the well at high <br /> flow rates creating high entrance velocities through the well screen and <br /> mobilizing sediment in the well, sand pack, and formation. <br /> The "minimal aeration method" described in this protocol will enable collection of <br /> representative groundwater samples for characterization of intrinsic bioremediation, <br /> except at those sites of very low permeability. Considerations for very low permeability <br /> settings are discussed. <br /> SF010030987.DOC D-1 <br />