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Section 3K 2012 <br /> vu�wacn.s <br /> • Casing Diameter—Nominal 2 inches. <br /> • Casing Materials—ASTM F480 Schedule 40 PVC. The well casing shall be plugged with a <br /> threaded cap to prevent sediment or rock from entering the well. The casing shall be <br /> mechanically joined in a manner that ensures its watertightness. Organic solvent <br /> cements or glues shall not be used for joining PVC casing <br /> • Well screen —Factory slotted ASTM F480 Schedule 40 PVC. The screen shall not exceed <br /> 15 linear feet, unless site conditions dictate otherwise, and will be placed at a depth as <br /> determined in the field. <br /> • Filter Pack — The filter pack will be comprised of #2/12 (12x20 mesh) Monterey Silica <br /> Sand, or equivalent. The proposed monitoring well is intended for sensitive water <br /> quality determinations; therefore all filter pack material will be handled in such a way as <br /> to avoid contact with contaminants. The filter pack will be extended approximately <br /> two-feet above the top of the screen. <br /> • Slot Aperture Width — Well screens will be installed with 0.020 inch aperture width. <br /> The gradation is based on the initial selection of the filter pack and is sized to retain the <br /> D90 of the filter pack. <br /> • Transition Seal —1 to 5 feet of granular Bentonite will be placed between the filter pack <br /> and cement based surface seal. Potable water shall be added to the Bentonite <br /> transition seal prior to the placement of neat cement-based sealing materials. <br /> • Surface Seal — Neat cement grout shall be mixed at a ratio of one 94-pound sack of <br /> Portland cement to 5-10 gallons of potable water. It shall be placed from the top of the <br /> transition seal to land surface. Drilling fluid or cuttings from drilling shall not be used in <br /> sealing material. Cement-Bentonite grout shall not contain more than 3-5% Bentonite. <br /> The seal must extend to at least 20 feet below the ground surface. <br /> • Protective Surface Casing — An at-grade traffic rated Christy box, surrounded by a <br /> concrete apron designed to shed water away from the well will be constructed to <br /> protect the well site. <br /> 9 City of Riverbank Waste Water Treatment Facility Background Water Quality Monitoring Well Work Plan <br />