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APTIM Work Instruction Number: AMS-830-19-WI-03103 <br /> Revision: 0 Approval Date: 8/13/2021 <br /> DIRECT PUSH GROUNDWATER SAMPLING <br /> 1.0 PURPOSE <br /> This Work Instruction provides the standard practice for direct push groundwater sampling in <br /> support of environmental investigation and remediation projects, usually completed for third <br /> parties. Direct push groundwater sampling typically involves the placement of temporary well <br /> components within a direct push borehole and the recovery via a pump of the groundwater <br /> within the temporary well screened zone. The Work Instruction provides the minimum required <br /> steps and quality checks that APTIM and its subcontractors are to follow when performing the <br /> subject task. <br /> 2.0 APPLICATION/SCOPE <br /> This Work Instruction describes standards for the collection and documentation of groundwater <br /> samples from direct push temporary installations (such as the Hydropunch® system). It <br /> describes equipment, steps/instruction, and aspects of quality control. Although this work <br /> instruction does not specifically address other non-temporary well based sampling methods, <br /> many of its principles pertaining to elements such as documentation, sample retrieval and <br /> documentation may apply. <br /> 3.0 REQUIREMENTS <br /> Project Managers and Project Technical Leads are responsible for making sure that sampling <br /> personnel have been provided the appropriate plans (e.g. Sampling and Analysis Plan, Health <br /> and Safety plan, Field Sampling Plan, Quality Assurance Project Plan) detailing sampling <br /> locations, desired sample depths, target analytes and safety concerns. <br /> 4.0 TERMINOLOGY <br /> The following definitions are applicable to direct push groundwater sampling and this Work <br /> Instruction: <br /> Term Definition <br /> The creation of a boring by the displacement of soil without <br /> cutting or grinding, and without the production of mechanically <br /> altered soil (cuttings)at the ground surface. In direct push <br /> Direct Push methods, soil is displaced, primarily laterally, as a pipe or rod is <br /> forced vertically downward, creating a cylindrical space (i.e., a <br /> boring). Energy to create the boring is generated by a "direct <br /> push rig"and may use constant pressure (e.g., hydraulically- <br /> powered), vibration, or other means. <br /> Geoprobe®is a registered trademark of Geoprobe Systems, <br /> Inc. (www.geoprobe.com). The term geoprobe is informally used <br /> to refer to any small-diameter push-coring tool that is operated <br /> from a small vehicle and is used for site characterization <br /> Geoprobe (typically soils). Geoprobe Screen Point 15 and Screen Point 16 <br /> Systems are similar to the <br /> Hydropunch® II system (see below) and are considered suitable <br /> for use by this Work Instruction. <br /> ................................................................................................................................................................................:........................................................................................................................................................................................................................................................................................................ <br /> UNCONTROLLED COPY IF PRINTED Page 2 of 6 <br />