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as a base on which to place the screen. A tremie pipe having an inside <br /> nominal diameter of not less than 1 inch, shall be lowered to the bottom of <br /> the annulus between the hole and well. The tremie pipe shall be cleaned <br /> with high pressure hot water/steam prior to each use. The tremie pipe <br /> shall be arranged so that water and filter pack material fed at uniform rates <br /> are discharged as the filter pack material fills the hole from the bottom up. <br /> The tremie pipe shall be raised at a rate that will keep the bottom of the <br /> pipe no more than 5 feet above the top Of the surface of the filter pack <br /> level, and no more than 2 feet below the surface of the filter pack level at <br /> all times. Dumping filter pack material from the surface of the ground and <br /> agitating the well in an effort to settle the filter material will not be <br /> allowed. The filter pack shall be installed continuously and without <br /> interruption until the filter pack has been placed as shown in the drawings. <br /> The depth to the top of the filter pack shall be directly measured, and <br /> recorded. Any water added to the filter pack material shall be obtained in <br /> accordance with paragraph Water Source. Filter pack material shall be <br /> protected from contamination prior to placement by either storing it in <br /> plastic lined bags,or in a location protected from the weather and <br /> contamination on plastic sheeting. Filter pack material shall be <br /> transported to the well site in a manner which prevents contamination by <br /> other soils, oils, grease, and other chemicals. Temporary drill casing, if <br /> installed, or auger shall be removed simultaneously with the above I <br /> operation. Lifting of the riser pipe shall be minimized when withdrawing <br /> the temporary casing/auger. Filter pack material shall be placed in no <br /> greater than 3 foot lifts prior to retraction of the temporary casinglauger. <br /> A minimum of 6 inches of filter pack shall remain in the temporary <br /> casing/auger at all times during filter pack installation. Frequent <br /> measurements shall be made inside the annulus during retraction to ensure <br /> that the filter pack is properly placed. <br /> 3.03.6 Bentonite Seal <br /> A. A minimum 3 foot thick hydrated bentonite seal shall be placed on top of <br /> the filter pack in a manner which prevents bridging of the bentonite in the <br /> annulus. The depth to the top of the bentonite seal shall be directly <br /> measured, and recorded immediately after placement,without allowance <br /> for swelling. Following placement of the bentonite, sufficient water shall <br /> be added to fully hydrate the bentonite. If the bentonite seal is located <br /> above any borehole fluid levels, a 1 foot layer of fine sand shall be placed <br /> at the top of the bentonite seal. <br /> 3.03.7 Grout Placement <br /> A. Bentonite grout shall be mechanically mixed in accordance with paragraph <br /> BENTONITE GROUT, and placed in two stages. After the bentonite seal <br /> has been placed, ad <br /> Foothill Landfill Site Improvement Project 7 GROUNDWATER MONITORING WELLS <br /> San Joaquin County Public Works Section 02522 <br />