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0 0 <br />Clayton Group Services Page 4 <br />Standard Operating Procedures <br />SPO -5 - Monitoring Well Installation <br />21. If a sieve analysis has not be conducted on the aquifer material, typically #3 sand is <br />used as a filter pack in the annular space (space between the well casing and wall of <br />the boring) adjacent to the screen and a screen size of 0.02 -inch is used. However, it <br />is advisable and often required by the regulatory agency to characterize the aquifer <br />material by performing a sieve analysis and selecting the filter pack and screen size <br />on this basis. Less than 10-20 percent of the filter pack should enter the well. ASTM <br />standards point out that the filter pack usually is selected to have a 30% finer (d-30) <br />grain size that is about 4 to 10 times greater than the 30% finer (d-30) grain size of <br />the hydrologic unit being filtered. In general, the filter pack should be emplaced from <br />the bottom up using a tremie pipe to avoid bridging or segregation during <br />emplacement. The slot size should retain at least 90% and preferably 99% of the <br />filter pack. <br />22. Monitoring well slotted casing and/or filter pack shall not be emplaced in multiple <br />aquifers as this provides an avenue for cross contamination between aquifers. <br />23. A bentonite -based transitional seal, up to 5 feet, typically is placed in the annular <br />space above the filter pack and separates the filter pack from the overlying cement <br />seal. This bentonite commonly is emplaced with a tremie pipe to avoid bridging or <br />clogging. <br />24. A cement -based sealing material should then be emplaced from the top of the <br />bentonite seal to the surface with the installation of a well cover. The annular surface <br />seal should be no less than 20 feet except in shallow wells where this is not possible, <br />if a bentonite seal as described above is in place. <br />25. Surface Well Box - The surface construction of the monitoring well should serve to <br />prevent damage to the well, prevent the entrance of surface water and pollutants, and <br />prevent unauthorized access. Surface construction commonly includes: <br />• Cover - The surface well box should have a bolted cover to protect the well and <br />provide a traffic cover in areas of vehicle traffic. <br />• Locking Cap - The top of the monitoring well should be fitted with a locking cap <br />and lock to prevent unauthorized access to the well and seal it against pollution <br />and water influx. <br />• Flooding - The top of the well box should be slightly above grade to prevent <br />influx of surface drainage, except where not practical such as in vehicle areas. <br />• Base - The well box generally should be emplaced in concrete placed around the <br />top of the well casing and contact the annular space. The base should be at least 4 <br />inches thick and slope away from the well casing. The base should extend at least <br />2 feet laterally away from the outside of the well boring and be poured before the <br />cement of the upper annular has set. <br />26. Each monitoring well shall be marked identifying it as a monitoring well and have an <br />identifier, such as a metal tag, with the well identification number. <br />S_AEmu\ProjASPOs\SOP-5.doc <br />