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Cement-based sealing material shall be placed between the outer walls of the vault and the <br />excavation into which it is placed to form a proper, structurally sound foundation for the vault, <br />and to seal the space between the vault and excavation. Bentonite-based sealing material may <br />be used between the vault and excavation at the approval of the enforcing agency. <br />. <br />Sealing material surrounding a vault shall extend from the top of the annular seal to ground <br />surface, unless precluded in areas of freezing. If cement-based sealing material is used for both <br />the annular seal and the space between the excavation and vault, the sealing material shall be <br />placed in a "continuous pour." In other words, cement-based sealing material shall be placed <br />between the vault and excavation and contact the cement-based annular seal before the annular <br />seal has set. <br />The vault cover or lid shall be watertight but shall allow the venting of gases, unless otherwise <br />approved by the enforcing agency. The lid shall be fitted with a security device to prevent <br />unauthorized access. The lid shall be clearly and permanently marked "MONITORING <br />WELL." The vault and its lid shall be strong enough to support vehicular traffic where such <br />traffic might occur. <br />The top of the vault shall be set at or above grade so drainage is away from the vault. The top <br />of the well casing contained within the vault shall be covered in accordance with requirements <br />under Subsections A and B, above, so that water, contaminants, or pollutants that may enter <br />the vault will not enter the well casing. <br />F.Protection From Vehicles. Protective steel posts, or the equivalent, shall be installed around <br />a monitoring well casing where it is terminated above ground surface in areas of vehicular <br />traffic. The posts shall be easily seen and shall protect the well from vehicular impact. <br />. <br />Additional requirements for surface construction features are in Section 10 of the Water Well Standards. <br />Section 11. Filter Pack. <br />Monitoring well filter pack material shall consist of nonreactive, smooth, rounded, spherical, granular material <br />of highly uniform size and known composition. Filter pack material shall not degrade or consolidate after <br />placement. The grain-size of the filter pack shall be matched to the slot size of the well screen so that any <br />movement of filter pack material into the well will be limited to prevent significant voids in the filter pack that <br />could ultimately destabilize the annular seal. <br />Filter pack material shall be obtained from clean sources. Filter pack material should be washed and properly <br />packaged for handling, delivery, and storage, if used in monitoring wells constructed for sensitive water quality <br />determinations. <br />Care should be exercised in the storage of filter pack materials at a drilling site to ensure the material does <br />not come into contact with pollutants or contaminants. Care should also be exercised to prevent the <br />introduction of foreign substances, such as clay or vegetative matter, that might interfere with the placement <br />and function of the filter pack. <br />Filter pack material shall be placed in the well boring by use of a tremie pipe or equivalent. The depth of the <br />top of the filter pack shall be carefully checked and the volume of emplaced filter pack material verified to <br />determine that filter pack materials have not bridged during installation. <br />-46-