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1 VOGUE CLEANERS WELL ABANDONMENT REPORT <br /> 2 <br /> 3 1). PURPOSE <br /> 4 The Vogue Cleaners site investigation has been completed and the well abandonment plan has been <br /> 5 executed. The purpose of this report is to describe the as built condition of closure. The Leaded <br /> 6 Gasoline Tank and the Stoddard Solvent Tank were removed in 1996. The soil under both tanks was <br /> 7 found to contain hydrocarbon contamination which launchEd an investigation concluding with 20 <br /> 8 groundwater monitoring wells, 8 Cone Penetration samples and two soil vapor collection probes. <br /> 9 <br /> 10 The limit of the plume has been defined and the natural deE radation trend lines illustrate declining <br /> 11 concentrations. No further action on this site is warranted nd the remaining wells and soil vapor <br /> 12 probes were abandoned on 9/29/11 through 10/20/11. <br /> 13 <br /> 14 2).SCOPE OF WORK <br /> 15 Exhibit B contains the As-Built Well Abandonment Limit Schedule. This chart illustrates as-built <br /> 16 installation limits and the as-built abandonment limits. The limits were previously reviewed and <br /> 17 approved by EHD in the work plan "VOGUE CLEANERS WELL ABANDONMENT PLAN REVISED 7/13/11". <br /> 18 <br /> 19 3). GROUT <br /> 20 The grout was a slurry of Portland cement and potable water. One 94#sack of Type 1/II Portland <br /> 21 Cement was mixed with 5-10 gallons of water to make the grout. <br /> 22 <br /> 23 4). EXECUTION OF PRESSURE GROUTING <br /> 24 Prior to removing the well boxes,the 2"casings of monitori g wells MW-75, MW-8S and MW-11S were <br /> 25 pressure grouted to hold 25psi of grout pressure for at least 10minutes. A mushroom cap was <br /> 26 excavated by hand to achieve 36" of depth and at least 20" liameter. The diameter was to be 12" larger <br /> 27 than the original 8" bore. The 2" casing was cut off at 30" d ep to provide 6"of protrusion into the <br /> 28 mushroom cap. The excavation was filled with grout to a d pth of 18" or higher to provide at least 12" <br /> 29 of grout over the 2"casing protrusion. The settled surface f the grout was verified to be at 18" depth <br /> 30 or higher prior to backfilling and finishing the surface. <br /> 31 <br /> 32 5). EXECUTION OF CONTENT REMOVAL <br /> 33 The contents of the single wells were removed with an 8" hollow stem auger with a 1.75"x30"stinger <br /> 34 protruding from the end plug to follow the well casing clown to tip. Removal of the contents of all single <br /> 35 wells was successful except for MW-10D. Prior to reaching the water table at 37'the cuttings from 30' <br /> 36 deep were clean soils suggesting the auger had veered of the grout column. The auger was advanced to <br /> 37 35' to confirm and the decision was made to grout the well 3t 35'. There is no reason to drill a hole in <br /> 38 soil just to fill it with grout. <br /> 39 <br /> 40 Removal of the contents of nested monitoring wells MW-2 &D and MW-5S&D with a 15" auger was <br /> 41 successful. <br /> 42 <br /> 43 Removal of the contents of nested monitoring well MW-4S&D with a 15" auger was successful, but the <br /> 44 withdrawal of the auger was not. The auger made tip at 75',was grouted and 40' of auger was <br /> 45 removed. After the second grouting the augers seized and could not be turned or lifted. The bolts <br /> 46 pining the augers together failed negating any attempt to remove the augers. 30' of augers plus the <br /> 47 tooth collar was abandoned in place with grout between depths 3'to 34' below ground surface. <br />