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r <br /> Conestoga-Rovers & Associates <br /> Water Sampling <br /> Water samples, if they are collected from the boring, are either collected using a driven Hydropunch® <br /> type sampler or are collected from the open borehole using bailers. The groundwater samples are <br /> decanted into the appropriate containers supplied by the analytic laboratory_ Samples are labeled, placed <br /> in protective foam sleeves, stored on crushed ice at or below 4°C, and transported under chain-of-custody <br /> to the laboratory. Laboratory-supplied trip blanks accompany the samples and are analyzed to check for <br /> .cross-contamination. An equipment blank may be analyzed if non-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 grout <br /> poured or pumped through a tremie pipe. <br /> MONITORING WELL INSTALLATION, DEVELOPMENT AND SAMPLING <br /> Well Construction and Surveying <br /> Groundwater monitoring wells are installed to monitor groundwater quality and determine the <br /> _ .indwater elevation, flow direction and gradient. Well depths and screen lengths are based on <br /> _:,3.mdwater depth, occurrence of hydrocarbons or other compounds in the borehole, stratigraphy and <br /> State and local regulatory guidelines. Well screens typically extend 10 to 15 feet below and 5 feet above <br /> the static water level at the time of drilling. However, the well screen will generally not extend into or <br /> through a clay layer that is at least three feet thick. <br /> Well casing and screen are flush-threaded, Schedule 40 PVC. Screen slot size varies according to the <br /> 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 feet above the <br /> ell�ereen twofeet-{hick-hydrated-bentonite-seal-separates-the-sand- rom-tkeoverlyingsanitary <br /> surface seal composed of Portland type I, U 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 security. <br /> The well top-of-casing elevation is surveyed with respect to mean sea level and the well is surveyed for <br /> horizontal location with respect to an onsite or nearby offsite landmark. <br /> Page 2 of 3 <br />