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HomeMy WebLinkAboutSB-0224 Appendix A - All Boring Logs Combined for SBI608 Sept Report11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA05.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA05:S005020 and SBI060:HSBSA05:S170181 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 24.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA05 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.8 5.0/3.5 5.0/3.3 5.0/3.1 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 DP4//SS7 PID/FID (ppm)0.1 0.3 0.1 0.0 0.0 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 3.8 - Loose dark brown medium grain SAND & GRAVEL, dry. 5.0 to 8.5 - Loose brown medium grain SAND, few gravel, dry. 10.0 to 13.3 - Same As Above (SAA) 15.0 to 18.1 - SAA 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA05.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA05:S005020 and SBI060:HSBSA05:S170181 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 24.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA05 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample Recovery5.0/2.3 Sampler Type/Sample NumberDP4/SS8 DP5/SS9 PID/FID (ppm)0.0 0.0 Blow Count(6"-6"-6"-6")NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 24.0 - SAA, wet @ 20.0 End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A01.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:72A01:S005020 and SBI060:HSB72A01:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A01 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.6 5.0/3.0 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.2 0.1 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.1 - Loose dark brown medium grain SAND & GRAVEL, slightly moist, staining 2-4'. 5.0 to 8.6 - Same As Above (SAA): staining 6.5 - 7.0' 10.0 to 12.0 - SAA, brown and black. 12.0 to 13.0 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A02.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSB72A02:S005020 and SBI060:HSB72A02:S020042 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A02 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.7 5.0/3.4 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.1 0.0 0.0 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose brown and black medium grain SAND & GRAVEL, slightly moist, stained black. 5.0 to 8.7 - Loose brown medium grain SAND & GRAVEL, slightly moist. 10.0 to 13.4 - Same As Above (SAA) End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A03.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:72A03:S005020 and SBI060:HSB72A03:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A03 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.0 5.0/3.4 5.0/3.1 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.1 0.0 0.2 0.0 0.1 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.0 - Loose brown and black medium grain SAND & GRAVEL, dry. 5.0 to 8.7 - Same As Above (SAA) 10.0 to 13.1 - Loose brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A04.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:72A04:S005020 and SBI060:HSB72A04:S020042 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A04 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/2.7 5.0/3.0 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.0 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose dark brown and black medium grain SAND & GRAVEL, slightly moist to dry, crushed brick @ 3.2', possible staining 2-4'. 5.0 to 7.7 - Loose brown medium grain SAND & GRAVEL, dry. 10.0 to 13.0 - Same As Above (SAA) End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A05.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSB72A05:S005020 and SBI060:HSB72A05:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A05 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.0 5.0/2.8 5.0/3.2 5.0/4.2 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP4/SS6 PID/FID (ppm)0.0 0.1 0.1 0.1 NA NA Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 3.0 - Loose dark brown medium grain SAND & GRAVEL, slightly moist. 5.0 to 7.8 - Same As Above (SAA): brown @ 7.6', possible staining 5-7'. 10.0 to 13.2 - Loose brown to light brown medium grain SAND & GRAVEL, dry. 15.0 to 19.2 - Loose light brown medium to coarse grain SAND & GRAVEL, wet @ 18.5'. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A05.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSB72A05:S005020 and SBI060:HSB72A05:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A05 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0101.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSB0101:S005020 and SBI060:HSB0101:S020041 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-0101 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.8 5.0/3.6 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.2 0.1 0.2 0.1 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 TO 0.5 - TOPSOIL/FILL. 0.5 to 4.1 - Loose brown to dark brown medium grain SOIL & GRAVEL, slightly moist, staining possible 3-4'. 5.0 to 8.5 - Same As Above (SAA). 10.0 to 13.6 - Loose light brown medium grain SOIL & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0102.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO102:S005020 and SBI060:HSBO102:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O102 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.1 5.0/3.2 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.0 0.3 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose dark brown medium grain SAND & GRAVEL, slightly moist. 5.0 to 8.1 - Same As Above (SAA): staining 5-7' 10.0 to 13.2 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0104.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO104:S005020 and SBI060:HSBO104:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O104 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.8 5.0/3.5 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.3 0.2 0.1 0.1 0.0 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose dark brown medium grain SAND & GRAVEL, slightly moist. 5.0 to 8.8 - Same As Above (SAA) : possible staining 5-7' 10.0 to 13.5 - Loose light brown medium grain SAND & GRAVEL, dry. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0105.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO105:S005020 and SBI060:HSBO105:S017020 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O105 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.8 5.0/3.3 5.0/3.7 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP2/SS5 DP3/SS6 DP3/SS7 DP4/SS8 PID/FID (ppm)0.2 0.7 0.2 0.3 0.5 0.3 0.2 0.3 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - FILL/ROOTS/TOPSOIL 0.5 to 4.1 - Loose brown medium grain SAND & GRAVEL, slightly moist, trace silty clay. 5.0 to 8.8 - Same As Above (SAA): dark brown. 10.0 to 10.9 SAA 10.9 to 12.7 - Loose brown medium to coarse grain SAND & GRAVEL, slightly moist. 12.7 to 13.3 - Loose brown medium to coarse grain SAND, few gravel, slightly moist. 15.0 to 18.7 - Loose brown medium grain SOIL & GRAVEL, slightly moist. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0105.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO105:S005020 and SBI060:HSBO105:S017020 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O105 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample RecoverySampler Type/Sample NumberDP4/SS9 PID/FID (ppm)0.2 Blow Count(6"-6"-6"-6")NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B101.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB101:S005020 and SBI060:HSBB101:S070080 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B101 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.3 5.0/3.0 5.0/2.2 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 PID/FID (ppm)0.0 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.3 - Loose brown and black SAND & GRAVEL, stained, slightly moist. 5.0 to 8.0 - Same As Above (SAA): stained. 10.0 to 10.9 - Loose brown medium grain SAND. 10.9 to 11.4 - Crushed CONCRETE. 11.4 to 12.2 - Loose brown medium grain SOIL & GRAVEL, slightly moist to dry. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B102.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB102:S005020 and SBI060:HSBB102:S100114 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B102 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.6 5.0/2.6 5.0/3.2 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.2 0.1 0.1 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.6 - Loose brown and black medium grain SAND & GRAVEL, slightly moist, staining @ 2-4'. 5.0 to 8.0 - Same As Above (SAA): stained thoughout, slight petroleum odor. 10.0 to 11.4 - SAA, dark stained. 11.4 to 13.2 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B103.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB103:S005020 and SBI060:HSBB103:S100112 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B103 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.8 5.0/2.5 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.3 0.0 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.2 - Loose brown and black medium grain SAND & GRAVEL, slightly moist, odor and staining @ 2-4'. 5.0 to 8.8 - Same As Above (SAA): dark stained, petroleum odor. 10.0 to 11.2 - Loose brown and black medium grain SAND, strong petroleum odor, very moist, very stained. 11.2 to 11.4 - Crushed CONCRETE. 11.4 to 12.5 - Loose brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B104.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB104:S005020 and SBI060:HSBB104:S020035 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B104 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.5 5.0/3.2 5.0/2.0 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 PID/FID (ppm)0.0 0.0 0.1 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 3.5 - Loose brown and black medium grain SAND & GRAVEL, slightly moist. 5.0 to 8.2 - Loose light brown medium grain SAND, slightly moist. 10.0 to 12.0 - Same As Above (SAA) End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B105.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB105:S005020 and SBI060:HSBB105:S020041 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0 S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B105 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/4.0 5.0/2.2 5.0/3.1 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 DP4/SS7 PID/FID (ppm)0.1 0.0 0.2 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.1 - Loose brown and black medium grain SAND, moist, staining @ 2-4'. 5.0 to 8.0 - Loose brown medium grain SAND, slightly moist. 10.0 to 12.2 - Same As Above (SAA) 15.0 to 18.1 - Loose medium grain SAND & GRAVEL, wet @ 17.5'. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B105.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB105:S005020 and SBI060:HSBB105:S020041 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0 S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B105 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample RecoverySampler Type/Sample NumberDP4/SS8 PID/FID (ppm)0.0 Blow Count(6"-6"-6"-6")NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B106.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB106:S005020 and SBI060:HSBB106:S020042 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B106 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.2 5.0/3.6 5.0/2.3 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 DP4/SS7 PID/FID (ppm)0.1 0.2 0.3 0.1 0.0 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.2 - Loose brown and black medium grain SAND & GRAVEL, slightly moist, crushed concrete. 5.0 to 8.2 - Loose light brown medium grain SAND, slightly moist. 10.0 to 13.0 - Loose light brown medium grain SAND, dry. 13.0 to 15.0 - Loose brown medium grain SAND & GRAVEL, dry. 15.0 to 17.3 - Loose brown medium grain SAND & GRAVEL, dry, wet @ 17'. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B106.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB106:S005020 and SBI060:HSBB106:S020042 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B106 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample RecoverySampler Type/Sample NumberDP4/SS8 PID/FID (ppm)0.0 Blow Count(6"-6"-6"-6")NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B107.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB107:S005020 and SBI060:HSBB107:S100120 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B107 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.0 5.0/3.5 5.0/4.3 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.2 - Loose brown and black medium grain SAND & GRAVEL, slightly moist. 5.0 to 7.0 - Loose light brown medium grain SAND, dry. 10.0 to 14.3 - Same As Above (SAA). End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B108.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB108:S005020 and SBI060:HSBB108:S100120 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B108 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.8 5.0/3.8 5.0/4.1 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.2 0.1 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 3.8 - Loose brown medium grain SAND & GRAVEL, slightly moist. 5.0 to 8.8 - Loose light brown medium grain SAND, slightly moist to dry. 10.0 to 14.1 - Same As Above (SAA). End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-O101.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO101:S005020 and SBI060:HSBO101:S020041 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O101 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.8 5.0/3.6 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.2 0.1 0.2 0.1 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 TO 0.5 - TOPSOIL/FILL. 0.5 to 4.1 - Loose brown to dark brown medium grain SOIL & GRAVEL, slightly moist, staining possible 3-4'. 5.0 to 8.5 - Same As Above (SAA). 10.0 to 13.6 - Loose light brown medium grain SOIL & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA01.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA01:S005020 and SBI060:HSBSA01:S020040 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA01 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.0 5.0/3.2 5.0/3.4 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.2 0.1 0.0 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.0 - Loose dark brown medium grain SAND & GRAVEL, slightly moist, staining 2-4'. 5.0 to 8.2 - Same As Above (SAA): grades to brown @ 7'. 10.0 to 13.4 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA02.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA02:S005020 and SBI060:HSBSA02:S020041 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA02 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.2 5.0/2.5 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.6 0.1 0.0 0.1 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.1 - Loose dark brown medium grain SAND & GRAVEL, dry, odor and staining 2-4'. 5.0 to 8.2 - Same As Above (SAA): grades to light brown @ 6.5'. 10.0 to 12.5 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA03.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA03:S005020 and SBI060:HSBSA03:S020039 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA03 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.9 5.0/2.4 5.0/3.8 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.1 0.3 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 3.9 - Loose dark brown medium grain SAND & GRAVEL, slightly moist, staining @ 3.9'. 5.0 to 7.4 - Loose brown medium grain SAND & GRAVEL, slightly moist. 10.0 to 13.8 - Same As Above (SAA): light brown. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA04.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA04:S005020 and SBI060:HSBSA04:S020042 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA04 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.2 5.0/2.3 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.2 0.3 0.1 0.1 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose dark brown medium grain SAND & GRAVEL, slightly moist, staining 2-4'. 5.0 to 8.2 - Loose brown medium grain SAND & GRAVEL, slightly moist. 10.0 to 12.3 - Loose brown medium grain SAND & GRAVEL, slightly moist. End of boring. 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-8S was blank drilled adjacent to AMW-8I. See log of well AMW-8I for a description of soils. No soil samples from AMW-8S were submitted for laboratory analyses. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 29' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.44 LOG OF BORING AMW-8S (Page 1 of 2) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 727.55 Well: AMW-8S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-8S was blank drilled adjacent to AMW-8I. See log of well AMW-8I for a description of soils. No soil samples from AMW-8S were submitted for laboratory analyses. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 29' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.44 LOG OF BORING AMW-8S (Page 2 of 2) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 727.55 Well: AMW-8S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW1D:S140155 and SBI068:AMW1D:S180190 were submitted to laboratory for analysis. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.43 LOG OF BORING AMW-1D (Page 1 of 3) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.3 2.0/1.0 2.0/1.3 2.0/1.0 2.0/1.3 2.0/1.4 2.0/1.2 2.0/1.5 2.0/1.2 2.0/1.3 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")5-7-10-12 4-5-7-7 3-4-6-7 3-5-5-4 4-4-5-4 4-5-5-3 3-4-6-7 3-3-3-4 2-2-3-4 3-3-3-4 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.3 - Loose dark brown TOPSOIL, dry. very moist to wet, 0.3 to 1.3 - Loose dark brown SAND, dry. 2.0 to 3.0 - Loose light tan SAND, dry. 4.0 to 5.3 - Same as Above (SAA). 6.0 to 7.0 - SAA 8.0 to 9.3 - SAA 10.0 to 11.4 - SAA 12.0 to 13.2 - SAA 14.0 to 15.5 - SAA 16.0 to 17.2 - SAA 18.0 to 19.0 - SAA 19.0 to 19.3 - Loose brown SAND & GRAVEL, wet. Elev.: 732.41 Well: AMW-1D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW1D:S140155 and SBI068:AMW1D:S180190 were submitted to laboratory for analysis. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.43 LOG OF BORING AMW-1D (Page 2 of 3) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.5 2.0/2.0 2.0/1.4 2.0/1.6 2.0/1.5 2.0/1.4 2.0/1.4 2.0/0.8 2.0/1.8 2.0/0.7 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")3-4-5-6 9-4-4-5 2-2-3-3 1-1-2-3 2-2-2-2 3-3-4-6 3-3-4-6 3-5-7-9 4-5-7-9 4-6-6-9 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.5 - SAA 22.0 to 24.0 - SAA 24.0 to 25.4 - SAA 26.0 to 27.6 - SAA 28.0 to 29.5 - SAA 30.0 to 31.4 - SAA 32.0 to 33.4 - SAA 34.0 to 34.8 - SAA 36.0 to 37.8 - SAA 38.0 to 38.7 - SAA Elev.: 732.41 Well: AMW-1D Bentonite Seal 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW1D:S140155 and SBI068:AMW1D:S180190 were submitted to laboratory for analysis. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.43 LOG OF BORING AMW-1D (Page 3 of 3) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/1.2 2.0/1.0 2.0/1.1 2.0/0.5 2.0/1.6 2.0/1.0 Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 SP26/SS26 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 NS Blow Count(6"-6"-6"-6")4-4-5-4 2-3-5-6 5-5-5-7 4-6-9-11 5-7-4-9 NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 41.2 - SAA 42.0 to 43.0 - SAA 44.0 to 45.1 - SAA 46.0 to 46.5 - SAA 48.0 to 49.6 - SAA 50.0 to 51.0 - SAA End of Boring Elev.: 732.41 Well: AMW-1D Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-1I was blank drilled adjacent to AMW-1D. See log of well AMW-1D for a description of soils. No soil samples from AMW-1I were submitted for laboratory analyses. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.44 LOG OF BORING AMW-1I (Page 1 of 2) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 732.40 Well: AMW-1I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-1I was blank drilled adjacent to AMW-1D. See log of well AMW-1D for a description of soils. No soil samples from AMW-1I were submitted for laboratory analyses. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.44 LOG OF BORING AMW-1I (Page 2 of 2) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 732.40 Well: AMW-1I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-1S was blank drilled adjacent to AMW-1D. See log of well AMW-1D for a description of soils. No soil samples from AMW-1S were submitted for laboratory analyses. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.47 LOG OF BORING AMW-1S (Page 1 of 2) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 732.44 Well: AMW-1S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-1S was blank drilled adjacent to AMW-1D. See log of well AMW-1D for a description of soils. No soil samples from AMW-1S were submitted for laboratory analyses. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.47 LOG OF BORING AMW-1S (Page 2 of 2) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 732.44 Well: AMW-1S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW2D:S120131 and SBI068:AMW2D:S180187 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.33 LOG OF BORING AMW-2D (Page 1 of 3) G. Elev. (ft USGS) : 728.32 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.3 2.0/1.6 2.0/1.1 2.0/0.9 2.0/1.0 2.0/0.8 2.0/1.1 2.0/1.0 2.0/1.1 2.0/1.2 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 0.0 10.5 6.4 0.0 NA Blow Count(6"-6"-6"-6")7-3-10-10 2-2-3-5 3-3-4-4 2-2-3-3 2-2-3-4 3-3-4-6 6-4-5-5 3-3-3-4 3-5-5-6 6-3-3-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.6 - Loose dark brown TOPSOIL, dry. 0.6 to 1.3 - Loose dark brown SAND & GRAVEL, dry. 2.0 to 3.6 - Loose brown SAND, dry. 4.0 to 5.1 - Loose brown SAND, trace gravel, dry. 6.0 to 6.9 - Same as Above (SAA). 8.0 to 9.0 - Loose brown SAND & GRAVEL, dry. 10.0 to 10.8 - SAA 12.0 to 13.1 - SAA 14.0 to 15.0 - SAA 16.0 to 17.1 - SAA 18.0 to 18.7 - SAA 18.7 to 19.2 - Loose brown SAND & GRAVEL, wet. Elev.: 730.66 Well: AMW-2D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW2D:S120131 and SBI068:AMW2D:S180187 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.33 LOG OF BORING AMW-2D (Page 2 of 3) G. Elev. (ft USGS) : 728.32 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.2 2.0/1.1 2.0/1.0 2.0/1.6 2.0/0.7 2.0/1.2 2.0/0.7 2.0/0.5 2.0/1.5 2.0/0.0 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")4-5-6-6 4-4-4-7 4-6-5-6 3-3-4-6 2-2-3-3 2-2-3-3 2-3-3-5 2-6-7-9 4-7-6-9 3-7-6-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.2 - SAA 22.0 to 23.1 - SAA 24.0 to 25.0 - SAA 26.0 to 27.6 - SAA 28.0 to 28.7 - SAA 30.0 to 31.2 - SAA 32.0 to 32.7 - SAA 34.0 to 34.5 - SAA 36.0 to 37.5 - SAA 38.0 to 40.0 - No recovery. Elev.: 730.66 Well: AMW-2D Bentonite Seal 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW2D:S120131 and SBI068:AMW2D:S180187 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.33 LOG OF BORING AMW-2D (Page 3 of 3) G. Elev. (ft USGS) : 728.32 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/1.1 2.0/0.5 2.0/1.3 2.0/1.5 NA NA Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 SP26/SS26 PID/FID (ppm)NA NA NA NA NA NA Blow Count(6"-6"-6"-6")3-4-5-5 3-10-10-12 7-8-10-13 4-6-6-8 3-6-6-2 NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 41.1 - Loose brown SAND & GRAVEL, wet. 42.0 to 42.5 - SAA 44.0 to 45.3 - SAA 46.0 to 47.5 - SAA 48.0 to 50.0 - No recovery 50.0 to 51.0 - SAA End of Boring Elev.: 730.66 Well: AMW-2D Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-2I was blank drilled adjacent to AMW-2D. See log of well AMW-2D for a description of soils. No soil samples from AMW-2I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.41 LOG OF BORING AMW-2I (Page 1 of 2) G. Elev. (ft USGS) : 728.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 730.73 Well: AMW-2I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-2I was blank drilled adjacent to AMW-2D. See log of well AMW-2D for a description of soils. No soil samples from AMW-2I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.41 LOG OF BORING AMW-2I (Page 2 of 2) G. Elev. (ft USGS) : 728.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 730.73 Well: AMW-2I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-2S was blank drilled adjacent to AMW-2D. See log of well AMW-2D for a description of soils. No soil samples from AMW-2S were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.40 LOG OF BORING AMW-2S (Page 1 of 2) G. Elev. (ft USGS) : 728.44 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 730.70 Well: AMW-2S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-2S was blank drilled adjacent to AMW-2D. See log of well AMW-2D for a description of soils. No soil samples from AMW-2S were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.40 LOG OF BORING AMW-2S (Page 2 of 2) G. Elev. (ft USGS) : 728.44 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 730.70 Well: AMW-2S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW3D:S040054 and SBI068:AMW3D:S160176 were submitted to laboratory for analysis. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 50' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.54 LOG OF BORING AMW-3D (Page 1 of 3) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.5 2.0/1.0 2.0/1.4 2.0/0.9 2.0/1.3 2.0/1.1 2.0/1.3 2.0/1.3 2.0/1.6 2.0/0.8 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NA Blow Count(6"-6"-6"-6")4-4-6-6 4-4-7-6 2-2-4-5 5-7-10-12 4-7-7-8 3-8-7-7 4-4-5-2 3-4-5-5 3-3-5-6 4-4-5-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - Loose dark brown TOPSOIL., dry. 0.5 to 1.5 - Loose light brown SAND, trace gravel, dry. 2.0 to 3.0 - Loose light brown SAND, trace gravel, dry. 4.0 to 5.4 - Same as Above (SAA). 6.0 to 6.9 - SAA 8.0 to 9.3 - SAA 10. to 11.1 - SAA 12.0 to 13.3 - SAA 14.0 to 15.3 - SAA 16.0 to 17.6 - Loose light brown SAND, trace silt, moist. 18.0 to 18.8 - Loose brown SAND, trace silt, wet. Elev.: 729.18 Well: AMW-3D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW3D:S040054 and SBI068:AMW3D:S160176 were submitted to laboratory for analysis. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 50' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.54 LOG OF BORING AMW-3D (Page 2 of 3) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.3 2.0/1.7 2.0/1.8 2.0/1.7 2.0/1.3 2.0/0.5 2.0/0.0 2.0/0.8 2.0/0.7 2.0/0.7 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")7-8-10-12 3-4-4-5 3-4-4-6 2-2-4-4 2-4-5-7 2-2-1-2 4-4-5-6 2-4-6-9 5-5-4-7 4-4-6-8 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.3 - SAA 22.0 to 23.7 - Loose brown SAND & GRAVEL, wet. 24.0 to 25.8 - SAA 26.0 to 27.7 - SAA 28.0 to 29.3 - SAA 30.0 to 30.5 - SAA 32.0 to 34.0 - No recovery. 34.0 to 34.8 - Loose brown SAND & GRAVEL, wet. 36.0 to 36.7 - SAA 38.0 to 38.7 - SAA Elev.: 729.18 Well: AMW-3D Bentonite Seal Sandpack 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW3D:S040054 and SBI068:AMW3D:S160176 were submitted to laboratory for analysis. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 50' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.54 LOG OF BORING AMW-3D (Page 3 of 3) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/0.5 2.0/0.0 2.0/0.8 2.0/1.3 2.0/0.7 Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 PID/FID (ppm)NA NA NA NA NA Blow Count(6"-6"-6"-6")4-2-5-6 7-8-10-12 3-3-7-6 7-8-10-13 7-7-10-12 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 40.5 - SAA 42.0 to 44.8 - No recovery. 44.0 to 44.0 - Loose brown SAND & GRAVEL, wet. 46.0 to 47.3 - SAA 48.0 to 48.7 - SAA End of Boring Elev.: 729.18 Well: AMW-3D Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-3I was blank drilled adjacent to AMW-3D. See log of well AMW-3D for a description of soils. No soil samples from AMW-3I were submitted for laboratory analyses. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 38' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.61 LOG OF BORING AMW-3I (Page 1 of 2) G. Elev. (ft USGS) : 727.65 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 729.27 Well: AMW-3I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-3I was blank drilled adjacent to AMW-3D. See log of well AMW-3D for a description of soils. No soil samples from AMW-3I were submitted for laboratory analyses. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 38' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.61 LOG OF BORING AMW-3I (Page 2 of 2) G. Elev. (ft USGS) : 727.65 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 729.27 Well: AMW-3I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-3S was blank drilled adjacent to AMW-3D. See log of well AMW-3D for a description of soils. No soil samples from AMW-3S were submitted for laboratory analyses. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 26' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.51 LOG OF BORING AMW-3S (Page 1 of 2) G. Elev. (ft USGS) : 727.54 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 729.18 Well: AMW-3S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-3S was blank drilled adjacent to AMW-3D. See log of well AMW-3D for a description of soils. No soil samples from AMW-3S were submitted for laboratory analyses. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 26' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.51 LOG OF BORING AMW-3S (Page 2 of 2) G. Elev. (ft USGS) : 727.54 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 729.18 Well: AMW-3S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW4D:S160172 and SBI068:AMW4D:S180185 were submitted to laboratory for analysis. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.10 LOG OF BORING AMW-4D (Page 1 of 3) G. Elev. (ft USGS) : 727.73 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.3 2.0/1.2 2.0/1.2 2.0/1.2 2.0/1.4 2.0/0.7 2.0/1.1 2.0/1.0 2.0/1.2 2.0/1.0 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)6.6 4.6 7.5 9.3 8.3 8.8 8.9 9.6 9.8 10.5 Blow Count(6"-6"-6"-6")4-5-5-7 6-7-7-10 6-10-12-13 2-3-5-7 4-4-2-2 2-2-2-3 2-3-4-7 4-6-7-10 7-7-9-10 4-4-7-10 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.3 - Loose dark brown TOPSOIL. 0.3 to 1.3 - Loose dark brown SAND, trace silt, trace gravel, dry. 2.0 to 2.3 - Same as Above (SAA). 4.0 to 4.9 - SAA 4.9 to 5.0 - Loose light tan SAND & GRAVEL, dry. 5.0 to 5.2 - Loose dark bown SAND & GRAVEL, dry 6.0 to 7.2 - Loose brown SAND, trace silt, dry. 8.0 to 9.4 - SAA 10.0 to 10.7 - Loose brown SAND & GRAVEL, dry. 12.0 to 13.1 - SAA 14.0 to 15.0 - Loose brown SAND, dry. 16.0 to 17.2 - SAA 18.0 to 18.5 - SAA 18.5 to 19.0 - Loose brown SAND & GRAVEL, wet. Elev.: 729.95 Well: AMW-4D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW4D:S160172 and SBI068:AMW4D:S180185 were submitted to laboratory for analysis. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.10 LOG OF BORING AMW-4D (Page 2 of 3) G. Elev. (ft USGS) : 727.73 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.5 2.0/2.0 2.0/2.0 2.0/1.4 2.0/1.6 2.0/1.0 2.0/1.6 2.0/0.0 2.0/1.4 2.0/0.5 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")5-5-6-6 4-4-5-7 2-2-3-5 2-2-1-2 3-3-4-3 2-3-5-7 2-2-3-5 3-3-5-7 4-4-5-6 4-4-5-7 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 20.5 - SAA 20.5 to 21.5 - Loose brown SAND, trace silt, wet. 22.0 to 24.0 - Loose brown SAND & GRAVEL, wet. 24.0 to 26.0 - SAA 26.0 to 27.4 - SAA 28.0 to 29.6 - SAA 30.0 to 31.0 - SAA 32.0 to 33.6 - SAA 34.0 to 36.0 - No recovery 36.0 to 37.4 - Loose brown SAND & GRAVEL, wet. 38.0 to 38.5 - SAA Elev.: 729.95 Well: AMW-4D Bentonite Seal 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW4D:S160172 and SBI068:AMW4D:S180185 were submitted to laboratory for analysis. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.10 LOG OF BORING AMW-4D (Page 3 of 3) G. Elev. (ft USGS) : 727.73 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/1.7 2.0/1.1 2.0/0.0 2.0/1.5 2.0/1.2 NA Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 SP26/SS26 PID/FID (ppm)NA NA NA NA NA NA Blow Count(6"-6"-6"-6")3-5-6-7 7-10-12-14 5-6-8-9 3-7-9-13 5-6-7-9 NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 41.7 - SAA 42.0 to 43.1 - SAA 44.0 to 46.0 - No recovery. 46.0 to 47.5 - Loose brown SAND & GRAVEL, wet, increased gravel. 48.0 to 49.2 - SAA 50.0 to 51.0 - SAA End of Boring Elev.: 729.95 Well: AMW-4D Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-4I was blank drilled adjacent to AMW-4D. See log of well AMW-4D for a description of soils. No soil samples from AMW-4I were submitted for laboratory analyses. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.61 LOG OF BORING AMW-4I (Page 1 of 2) G. Elev. (ft USGS) : 728.33 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 730.49 Well: AMW-4I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-4I was blank drilled adjacent to AMW-4D. See log of well AMW-4D for a description of soils. No soil samples from AMW-4I were submitted for laboratory analyses. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.61 LOG OF BORING AMW-4I (Page 2 of 2) G. Elev. (ft USGS) : 728.33 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 730.49 Well: AMW-4I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-4S was blank drilled adjacent to AMW-4D. See log of well AMW-4D for a description of soils. No soil samples from AMW-4S were submitted for laboratory analyses. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.88 LOG OF BORING AMW-4S (Page 1 of 2) G. Elev. (ft USGS) : 728.49 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 730.77 Well: AMW-4S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-4S was blank drilled adjacent to AMW-4D. See log of well AMW-4D for a description of soils. No soil samples from AMW-4S were submitted for laboratory analyses. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.88 LOG OF BORING AMW-4S (Page 2 of 2) G. Elev. (ft USGS) : 728.49 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 730.77 Well: AMW-4S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW5D:S160172 and SBI068:AMW5D:S220225 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 54' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.81 LOG OF BORING AMW-5D (Page 1 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/0.5 2.0/2.0 2.0/1.3 2.0/1.6 2.0/1.1 2.0/1.3 2.0/1.1 2.0/1.1 2.0/1.2 2.0/1.1 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")8-10-10-15 4-5-7-9 5-8-10-12 5-7-5-5 4-6-9-10 6-8-9-10 4-5-4-4 4-4-3-5 5-7-10-14 7-7-10-9 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - Loose dark brown TOPSOIL, dry. 2.0 to 4.0 - Loose dark brown SAND & GRAVEL, dry. 4.0 to 5.3 - Same as Above (SAA). 6.0 to 7.6 - SAA 8.0 to 9.1 - SAA 10.0 to 11.3 - SAA 12.0 to 13.1 - Loose light brown SAND, moist. 14.0 to 15.1 - SAA 16.0 to 17.2 - SAA 18.0 to 19.1 - SAA Elev.: 731.60 Well: AMW-5D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW5D:S160172 and SBI068:AMW5D:S220225 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 54' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.81 LOG OF BORING AMW-5D (Page 2 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.1 2.0/1.2 2.0/0.9 2.0/1.4 2.0/0.6 2.0/0.8 2.0/1.0 2.0/1.1 2.0/1.1 2.0/1.3 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")6-7-7-9 NA 5-5-4-5 4-7-9-8 7-7-10-12 6-7-7-12 5-5-6-8 6-6-6-9 4-6-5-6 5-7-7-10 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.1 - SAA 22.0 to 22.5 - SAA 22.5 to 23.2 - Coarse brown SAND & GRAVEL, trace cobble, wet 24.0 to 24.9 - SAA 26.0 to 27.4 - SAA 28.0 to 28.6 - SAA 30.0 to 30.8 - SAA 32.0 to 33.0 - SAA 34.0 to 35.1 - SAA 36.0 to 37.1 - Loose brown SAND & GRAVEL, wet 38.0 to 39.3 - SAA Elev.: 731.60 Well: AMW-5D Bentonite Seal 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW5D:S160172 and SBI068:AMW5D:S220225 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 54' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.81 LOG OF BORING AMW-5D (Page 3 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/0.8 2.0/0.7 2.0/0.8 2.0/1.4 2.0/0.4 2.0/0.9 2.0/0.8 Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 SP26/SS26 SP27/SS27 PID/FID (ppm)NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")5-7-7-9 4-6-6-8 4-6-6-8 5-7-8-11 4-4-6-8 5-8-5-9 5-6-5-9 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 40.8 - SAA 42.0 to 42.7 - SAA 44.0 to 44.8 - SAA 46.0 to 47.4 - SAA 48.0 to 48.4 - SAA 50.0 to 50.9 - SAA 52.0 to 52.8 - SAA End of Boring Elev.: 731.60 Well: AMW-5D Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5I was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.69 LOG OF BORING AMW-5I (Page 1 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 731.49 Well: AMW-5I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5I was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.69 LOG OF BORING AMW-5I (Page 2 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 731.49 Well: AMW-5I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5I was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.69 LOG OF BORING AMW-5I (Page 3 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 731.49 Well: AMW-5I Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5S was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5S were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.88 LOG OF BORING AMW-5S (Page 1 of 2) G. Elev. (ft USGS) : 729.40 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 731.67 Well: AMW-5S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5S was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5S were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.88 LOG OF BORING AMW-5S (Page 2 of 2) G. Elev. (ft USGS) : 729.40 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 731.67 Well: AMW-5S Sandpack2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW6I:S040053 and SBI068:AMW6I:S200210 were submitted to laboratory for analysis. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6I (Page 1 of 3) G. Elev. (ft USGS) : 726.70 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.5 2.0/1.0 2.0/1.3 2.0/1.0 2.0/0.5 2.0/1.0 2.0/1.3 2.0/0.7 2.0/1.0 2.0/1.0 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")10-10-8-5 6-6-4-4 4-4-5-5 2-3-4-3 1-2-2-4 3-2-2-4 2-3-3-3-4 6-7-9-10 6-6-9-8 9-9-10-11 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 1.5 - Loose brown SAND, trace silt, dry 2.0 to 3.0 - Loose light brown SAND, trace gravel, dry. 4.0 to 5.3 - Same as Above (SAA). 6.0 to 7.0 - SAA 8.0 to 8.5 - SAA 10.0 to 11.0 - SAA 12.0 to 13.3 - SAA 14.0 to 14.7 - Loose light brown SAND & GRAVEL, dry. 16.0 to 17.0 - SAA 18.0 to 19.0 - SAA Elev.: 728.84 Well: AMW-6I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW6I:S040053 and SBI068:AMW6I:S200210 were submitted to laboratory for analysis. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6I (Page 2 of 3) G. Elev. (ft USGS) : 726.70 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.3 2.0/0.8 2.0/1.2 2.0/0.7 2.0/0.7 2.0/1.0 2.0/0.5 2.0/1.0 2.0/1.3 2.0/1.0 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")5-6-8-8 6-6-8-4 4-3-6-6 3-4-6-6 4-4-5-7 4-6-6-7 4-4-4-5 3-3-4-6 4-4-5-8 4-4-6-8 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.3 - SAA, slightly moist. 22.0 to 22.8 - SAA, very moist. 24.0 to 24.6 - SAA 24.6 to 25.2 - SAA, wet 26.0 to 26.7 - SAA 28.0 to 28.7 - SAA 30.0 to 31.0 - SAA 32.0 to 32.5 - SAA 34.0 to 35.0 36.0 to 37.3 - SAA 38.0 to 38.6 - SAA 38.6 to 39.0 - Loose dark gray SAND & GRAVEL, slight odor, wet. Elev.: 728.84 Well: AMW-6I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW6I:S040053 and SBI068:AMW6I:S200210 were submitted to laboratory for analysis. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6I (Page 3 of 3) G. Elev. (ft USGS) : 726.70 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/1.0 Sampler Type/Sample NumberSP21/SS21 PID/FID (ppm)NA Blow Count(6"-6"-6"-6")3-3-4-4 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 41.0 - SAA End of Boring Elev.: 728.84 Well: AMW-6I Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-6S was blank drilled adjacent to AMW-6I. See log of well AMW-6I for a description of soils. No soil samples from AMW-6S were submitted for laboratory analyses. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6S (Page 1 of 2) G. Elev. (ft USGS) : 726.69 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 728.85 Well: AMW-6S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-6S was blank drilled adjacent to AMW-6I. See log of well AMW-6I for a description of soils. No soil samples from AMW-6S were submitted for laboratory analyses. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6S (Page 2 of 2) G. Elev. (ft USGS) : 726.69 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 728.85 Well: AMW-6S Sandpack2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW7I:S040055 and SBI068:AMW7I:S200211 were submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.96 LOG OF BORING AMW-7I (Page 1 of 3) G. Elev. (ft USGS) : 726.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery2.0/1.1 2.0/1.5 2.0/1.5 2.0/1.1 2.0/0.8 2.0/0.8 2.0/1.2 2.0/1.0 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 PID/FID (ppm)NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")7-8-10-10 4-4-6-4 4-5-5-7 3-3-4-4 2-3-3-3 4-4-6-6 4-6-8-11 4-6-7-4 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.3 - Loose dark brown TOPSOIL, dry. 0.3 to 1.1 - Loose dark brown SAND, trace silt, trace gravel, dry. 2.0 to 2.3 - Same as Above (SAA). 2.3 to 3.5 - Loose light brown SAND & GRAVEL, dry. 4.0 to 5.5 - SAA 6.0 to 7.1 - SAA 8.0 to 8.8 - SAA 10.0 to 10.8 - SAA 12.0 to 13.2 - SAA 14.0 to 15.0 - SAA Elev.: 728.63 Well: AMW-7I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW7I:S040055 and SBI068:AMW7I:S200211 were submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.96 LOG OF BORING AMW-7I (Page 2 of 3) G. Elev. (ft USGS) : 726.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample Recovery2.0/1.0 2.0/0.9 2.0/1.1 2.0/1.3 2.0/0.9 2.0/1.3 2.0/0.9 2.0/0.9 Sampler Type/Sample NumberSP9/SS9 SP10/SS10 SP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 PID/FID (ppm)NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")7-9-10-14 7-8-10-12 4-6-8-10 6-7-10-12 5-6-6-6 8-14-8-8 6-6-7-10 5-5-8-8 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 16.0 to 17.0 - SAA 18.0 to 18.9 - SAA 20.0 to 21.1 - SAA 22.0 to 23.3 - Loose light brown SAND & GRAVEL, very moist. 24.0 to 24.9 - Loose brown SAND & GRAVEL, wet. 26.0 to 27.3 - SAA 28.0 to 28.9 - SAA 30.0 to 30.9 - SAA Elev.: 728.63 Well: AMW-7I Bentonite Seal Sandpack 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW7I:S040055 and SBI068:AMW7I:S200211 were submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.96 LOG OF BORING AMW-7I (Page 3 of 3) G. Elev. (ft USGS) : 726.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Sample Interval/Sample Recovery2.0/1.0 2.0/0.9 2.0/1.3 2.0/0.9 2.0/1.1 Sampler Type/Sample NumberSP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 SP21/SS21 PID/FID (ppm)NA NA NA NA NA Blow Count(6"-6"-6"-6")4-4-5-6 5-5-6-7 5-5-7-9 5-7-9-13 6-6-6-7 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 32.0 to 33.0 - SAA 34.0 to 34.9 - SAA 36.0 to 37.3 - SAA 38.0 to 38.7 - SAA 38.7 to 38.9 - Loose dark gray SAND & GRAVEL, strong odor, wet. 40.0 to 41.1 - SAA End of Boring Elev.: 728.63 Well: AMW-7I Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-7S was blank drilled adjacent to AMW-7I. See log of well AMW-7I for a description of soils. No soil samples from AMW-7S were submitted for laboratory analyses. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.20 LOG OF BORING AMW-7S (Page 1 of 2) G. Elev. (ft USGS) : 726.02 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 728.37 Well: AMW-7S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-7S was blank drilled adjacent to AMW-7I. See log of well AMW-7I for a description of soils. No soil samples from AMW-7S were submitted for laboratory analyses. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.20 LOG OF BORING AMW-7S (Page 2 of 2) G. Elev. (ft USGS) : 726.02 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 728.37 Well: AMW-7S Sandpack2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil sample SBI068:AMW8I:S200212 was submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 41' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.30 LOG OF BORING AMW-8I (Page 1 of 3) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery2.0/1.0 2.0/1.0 2.0/0.9 2.0/1.3 2.0/1.1 2.0/1.0 2.0/1.2 2.0/1.2 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 PID/FID (ppm)NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")10-12-15-19 5-7-9-13 11-13-13-15 2-5-8-8 5-5-7-9 4-4-3-3 7-7-9-8 6-6-7-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.2 - Loose brown TOPSOIL, dry. 0.2 to 1.0 - Loose dark brown SAND, trace silt, dry. 2.0 to 3.0 - Same as Above (SAA). 4.0 to 4.9 - Loose light brown SAND & GRAVEL, dry. 6.0 to 7.3 - SAA 8.0 to 9.1 - SAA 10.0 to 11.0 - SAA 12.0 to 13.2 - SAA 14.0 to 15.2 - SAA Elev.: 727.38 Well: AMW-8I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil sample SBI068:AMW8I:S200212 was submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 41' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.30 LOG OF BORING AMW-8I (Page 2 of 3) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample Recovery2.0/0.8 2.0/1.1 2.0/1.2 2.0/1.0 2.0/1.3 2.0/0.4 2.0/1.3 2.0/0.9 Sampler Type/Sample NumberSP9/SS9 SP10/SS10 SP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 PID/FID (ppm)NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")6-7-10-14 6-6-7-9 4-5-7-7 7-7-7-9 5-5-7-8 4-4-6-6 6-7-5-7 6-6-6-7 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 16.0 to 16.8 - SAA 18.0 to 19.1 - SAA 20.0 to 20.5 - SAA 20.5 to 21.2 - Loose light brown SAND & GRAVEL, wet. 22.0 to 23.0 - SAA 24.0 to 25.3 - SAA 26.0 to 26.9 - SAA 28.0 to 29.3 - SAA 30.0 to 30.4 - SAA Elev.: 727.38 Well: AMW-8I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil sample SBI068:AMW8I:S200212 was submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 41' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.30 LOG OF BORING AMW-8I (Page 3 of 3) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Sample Interval/Sample Recovery2.0/1.0 2.0/0.6 2.0/1.3 2.0/1.5 2.0/1.0 Sampler Type/Sample NumberSP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 SP21/SS21 PID/FID (ppm)NA NA NA NA NA Blow Count(6"-6"-6"-6")6-9-9-7 4-4-9-7 4-4-6-7 6-6-6-7 6-5-8-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 32.0 to 33.0 - SAA 34.0 to 34.6 - SAA 36.0 to 36.8 - SAA 36.8 to 37.3 - Loose dark gray SAND & GRAVEL, strong odor, wet. 38.0 to 39.5 - SAA 40.0 to 41.0 - SAA End of Boring Elev.: 727.38 Well: AMW-8I Sandpack 2" PVC Screen