Laserfiche WebLink
� r i <br /> Headspace measurements of organic vapor concentrations w111 be <br /> obtained on each soil sample using a photoioruzation detector <br /> All soil removed from the boreholes and all rinsate will be stored in <br /> sealed 55-gallon drums pending the results of laboratory analyses. <br /> Each drum will be clearly labelled to indicate its contents and boring <br />' number. If analytical results indicate that the soil and water <br /> contains petroleum hydrocarbons in excess of regulatory action <br /> limits, they will be disposed of as hazardous waste or treated on-site <br /> The monitoring well in the center of the former UST will be <br /> constructed using 6-inch diameter, schedule 40 PVC flush-thread <br /> casing and screen The remaining monitoring wells will be <br /> constructed using 2-inch diameter, schedule 40 PVC flush-thread <br /> casing and screen The well screen will have a nominal length of 5 <br /> feet and will have a slot size of 0.01 inch The bottom of the screen <br /> will be closed with a schedule 40 PVC flush-threaded plug. The top of <br /> the well will be capped with a lockable and expandable plastic plug, <br /> and covered with a slip cap Prior to placement, all casing materials <br /> will be cleaned and decontaminated by the use of steam <br /> The annular space between the borehole wall and well screen will be <br /> backfilled with clean Lone Star {or equivalent} 0130 mesh sand The <br /> sand will be supplied to the fob site in sealed paper sacks. The sand <br /> pack will extend from the bottom of the boring to approximately 2 feet <br /> above the top of the well screen <br /> Above the sand pack, a nominal 2-foot layer of bentonite pellets will be <br /> emplaced. The pellets will be suppled to the ,fob site in sealed plastic <br /> pails. <br /> The remainder of the boring will be backfilled with grout The grout <br /> will consist of Type I-II cement, and will be well mixed with <br /> bentonite power and sufficient water to create a fluid Depending on <br /> the depth of space to be grouted, the grout may be trenued into place <br /> or poured <br /> Each well will be covered with a utility box which is set flush with the <br /> ground surface Each box will have a steel cover and will be set in <br /> grout to secure it in place <br /> Each ground water well will be developed by removing a nummum of <br /> three well volumes of water Water levels will be measured before <br /> 2-3 <br />