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• <br /> line location techniques include certain abandoned utilities, utilities not exposed at the ground <br /> surface, or those made of non-electrically conductive materials such as PVC, fiberglass, vitrified <br /> clay, and metal pipes with insulating joints. Pipes generally deeper than about five to seven feet <br /> may not be detected. <br /> GROUND PENETRATING RADAR (GPR) <br /> METHODOLOGY <br /> Ground penetrating radar is a method that provides a continuous, high resolution cross-section <br /> depicting variations in the electrical properties of the shallow subsurface. The method is <br /> particularly sensitive to variations in electrical conductivity and electrical permittivity (the ability of <br /> a material to hold a charge when an electrical field is applied). <br /> The GPR system operates by radiating electromagnetic pulses into the ground from a <br /> transducer (antenna) as it is moved along a traverse. Since most earth materials are <br /> transparent to electromagnetic energy, the signal spreads downward into the subsurface. <br /> However, when the signal encounters a variation in electrical permittivity, a portion of the <br /> electromagnetic energy is reflected back to the surface. When the signal encounters a metal <br /> object, all of the incident energy is reflected. The reflected signals are received by the same <br /> transducer and are printed in cross-section form on a graphical recorder. Changes in <br /> subsurface reflection character on the GPR records can provide information regarding the <br /> location of USTs, sumps, buried debris, underground utilities, and variations in the shallow <br /> stratigraphy. <br /> The GPR system used was a Geophysical Survey Systems, Inc. SIR-3000 Subsurface Interface <br /> Radar Systems equipped with a 400 megahertz (MHz) transducer, respectively. This transducer <br /> is used to provide high resolution at shallow depths. <br /> DATA ANALYSIS <br /> GPR records are examined to identify reflection patterns characteristic of USTs, utilities, septic <br /> tanks, and other buried debris. Typically, USTs are manifested by broad localized hyperbolic <br /> (upside-down "U" shape) reflection patterns that vary in intensity. The intensity of a reflection <br /> pattern is usually dependent upon the condition of the respective UST, its burial depth, and the <br /> type of fill over the UST. Utilities and other buried debris are typically manifested by narrow <br /> localized hyperbolic reflections that also vary in intensity. <br /> LIMITATIONS <br /> The ability to detect subsurface targets is dependent on site specific conditions. These <br /> conditions include depth of burial, the size or diameter of the target, the condition of the specific <br /> target in question, the type of backfill material associated with the target, and the surface <br /> conditions over the target. Under ideal conditions, the GPR can generally detect objects buried <br /> to approximately six feet. However, as the clay content in the subsurface increases, the GPR <br /> depth of detection decreases. Therefore, it is possible that on-site soil conditions and target <br /> features may limit the depth of detection to the upper one to two feet below ground surface. <br /> 2 <br />