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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 /> 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 /> 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- <br />