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Ms. Ann Kolata <br />May 4, 2012 <br />S61068.400.0001 <br />Page 2 <br />Hull will work with the drilling subcontractor and the appropriate City and St. Joseph County <br />authorities to arrange for access for the work and to clear utilities and to prepare appropriate <br />permits for drilling in the right -of -way. Drill cuttings and sample purge and decontamination <br />water will be containerized and placed at a location designated by the City. <br />Monitoring wells will be constructed of Schedule 40 PVC slotted screens and risers. Once the <br />targeted depth has been reached, the well column will be slowly lowered to the base of the <br />borehole. A clean silica quartz sand filter pack will be placed around the screen and will extend <br />no more than two feet above the top of the screen. Sodium bentonite chips or pellets will then <br />be placed on top of the sand pack. Above the chips or pellets, a thick bentonite slurry will be <br />pumped into the annular space using a tremie pipe to a depth of approximately three feet below <br />ground surface. The remaining three feet will be filled with concrete to anchor an above - ground <br />(i.e., "stick -up ") protective casing (please note that these above - ground protective casings may <br />be removed and replaced with flush -mount manhole covers if desired by the City in the future). <br />Monitoring wells will be developed following installation to remove fines that may have entered <br />the well screen or filter pack during installation. Well development activities will continue until <br />pH, temperature, and conductivity have stabilized for three consecutive well volumes, or until <br />five well volumes have been removed, whichever is greater. Development waters will be <br />collected and stored in a DOT approved 55- gallon drum. <br />Task 2 Soil Vapor Probe Installation <br />The recent temporary groundwater sampling completed in April 2012 identified that groundwater <br />exhibiting concentrations of chlorinated VOCs at concentrations exceeding groundwater to <br />indoor air screening levels is leaving the Site at the northeastern boundary along Sample and <br />Franklin Streets. To evaluate the necessity of installing monitoring wells off -Site, under the <br />assumption that the groundwater to indoor air exposure pathway will likely drive any remedial <br />and /or monitoring approach recommended in the forthcoming RWP, Hull recommends sampling <br />soil gas above groundwater along Sample and Franklin Streets to evaluate whether any existing <br />or future groundwater to indoor air exposure pathway is potentially complete. <br />A total of eight soil gas samples, two from each of four locations, will be collected from points <br />located generally along the rights -of -way of Sample and Franklin Streets in the northeast portion <br />of the Site. The samples will be collected at approximate depths of six feet below ground <br />surface (bgs) and 14 feet bgs, which is approximately four to six feet above the uppermost <br />saturated unit at the Site. Soil gas sampling will not be conducted within 48 hours of a <br />significant precipitation event ( >0.1 inches). <br />The soil gas sampling point installation will be performed using a direct push drilling unit (i.e., <br />GeoprobeTM unit). Soil borings will be logged continuously to a depth of approximately 14 feet <br />at each location and screened with a photoionization detector (PID) during installation. Soil <br />cuttings, acetate liners, gloves, etc. will be containerized in a drum onsite. <br />