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CAMBRIA <br /> Water Sampling <br /> Water samples, if they are collected from the boring, are either collected using a driven <br /> Hydropunch®type sampler or are collected from the open borehole using bailers. The ground water <br /> samples are decanted into the appropriate containers supplied by the analytic laboratory. Samples <br /> are labeled,placed in protective foam sleeves,stored on crushed ice at or below 4°C,and transported <br /> under chain-of-custody to the laboratory. Laboratory-supplied trip blanks accompany the samples <br /> and are analyzed to check for cross-contamination. An equipment blank may be analyzed if non- <br /> dedicated sampling equipment is used. <br /> Grouting <br /> If the borings are not completed as wells, the borings are filled to the ground surface with cement <br /> grout poured or pumped through a tremie pipe. <br /> MONITORING WELL INSTALLATION, DEVELOPMENT AND SAMPLING <br /> Well Construction and Surveying <br /> Ground water monitoring wells are installed to monitor ground water quality and determine the <br /> ground water elevation, flow direction and gradient. Well depths and screen lengths are based on <br /> ground water depth, occurrence of hydrocarbons or other compounds in the borehole, stratigraphy <br /> and State and local regulatory guidelines. Well screens typically extend 10 to 15 ft below and 5 ft <br /> above the static water level at the time of drilling. However, the well screen will generally not <br /> extend into or through a clay layer that is at least three ft thick. <br /> Well casing and screen are flush-threaded, Schedule 40 PVC. Screen slot size varies according to <br /> the sediments screened,but slots are generally 0.010 or 0.020 inches wide. A rinsed and graded sand <br /> occupies the annular space between the boring and the well screen to about one to two ft above the <br /> well screen. A two ft thick hydrated bentonite seal separates the sand from the overlying sanitary <br /> surface seal composed of Portland type I,II cement. <br /> Well-heads are secured by locking well-caps inside traffic-rated vaults finished flush with the ground <br /> surface. A stovepipe may be installed between the well-head and the vault cap for additional <br /> security. <br /> The well top-of-casing elevation is surveyed with respect to mean sea level and the well is surveyed <br /> for horizontal location with respect to an onsite or nearby offsite landmark. <br /> I <br /> I <br /> Page 2 of 3 <br />