diff --git a/examples/uk_silvertown_tunnel_ags4/20110770-2021-02-16_1308-Final-6.ags b/examples/uk_silvertown_tunnel_ags4/20110770-2021-02-16_1308-Final-6.ags new file mode 100644 index 0000000..375d54a --- /dev/null +++ b/examples/uk_silvertown_tunnel_ags4/20110770-2021-02-16_1308-Final-6.ags @@ -0,0 +1,17797 @@ +"GROUP","PROJ" +"HEADING","PROJ_ID","PROJ_NAME","PROJ_LOC","PROJ_CLNT","PROJ_CONT","PROJ_ENG","PROJ_MEMO","FILE_FSET" +"UNIT","","","","","","","","" +"TYPE","X","X","X","X","X","X","X","X" +"DATA","20110770","Silvertown Tunnel","Bugsbys Reach (Silvertown/Greenwich) River Thames","Transport for London","Soil Engineering","Atkins","","" + +"GROUP","ABBR" +"HEADING","ABBR_HDNG","ABBR_CODE","ABBR_DESC","ABBR_LIST","ABBR_REM","FILE_FSET" +"UNIT","","","","","","" +"TYPE","X","X","X","X","X","X" +"DATA","DICT_TYPE","GROUP","Group","","","" +"DATA","DICT_TYPE","HEADING","Heading","","","" +"DATA","DICT_STAT","KEY","Key Field","","","" +"DATA","DICT_STAT","OTHER","Other 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+"DATA","G17","2.30","2.60","00:40","2014-12-08T12:40:00","","Chiselling","" +"DATA","G17","11.00","11.50","01:00","2014-12-09T12:30:00","","Chiselling","" +"DATA","G18","5.90","6.10","00:30","2014-11-19T12:30:00","","Chiselling","" +"DATA","G18","6.60","6.70","00:30","2014-11-19T13:30:00","","Chiselling","" +"DATA","G2","2.20","2.40","00:30","2015-01-23T10:30:00","","Chiselling","" +"DATA","G2","3.20","3.35","01:00","2015-01-23T12:00:00","","Chiselling","" +"DATA","G2","3.35","3.50","00:30","2015-01-23T13:10:00","","Chiselling","" +"DATA","G27A","1.50","1.70","00:40","","","Breaking through made ground","" +"DATA","G5","6.40","6.60","00:30","2014-11-28T00:00:00","","Chiselling","" +"DATA","G5","7.40","7.60","00:30","2014-11-28T00:00:00","","Chiselling","" +"DATA","G5","9.30","9.30","01:00","2014-11-28T00:00:00","","Chiselling","" +"DATA","G5","10.40","10.50","00:30","2014-11-28T00:00:00","","Chiselling","" 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Gravel is fine to coarse angular.","4.5KG","1 LITRE","6","23","#2.65","2.20","3.8","","","Sample passed through 20mm sieve. Separate batches tested. Test performed on specimen unsuitable due to gravel content. ","BS1377: Part 4: 1990: Clause 3","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","","" +"DATA","G5","6.00","10","B","","01","6.00","1","BS 1377-1:1990: Clause 7.6","Greyish brown sandy fine to coarse subangular GRAVEL","4.5KG","1 LITRE","4","26","#2.65","2.24","7.0","","","Sample passed through 20mm sieve. Separate batches tested. Test performed on specimen unsuitable due to gravel content. Water seepage occurred on all points","BS1377: Part 4: 1990: Clause 3","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","","" +"DATA","G6","7.80","32","AMAL","","01","8.10","1","BS 1377-1:1990: Clause 7.6","Brown sandy GRAVEL. Gravel is fine to coarse angular to subrounded.","4.5KG","1 LITRE","10","29","#2.65","2.20","6.2","","","Sample passed through 20mm sieve. Separate batches tested. Test performed on specimen unsuitable due to gravel content. ","BS1377: Part 4: 1990: Clause 3","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","","" +"DATA","G6","5.30","26","B","","01","5.30","1","BS 1377-1:1990: Clause 7.6","Brown slightly clayey sandy fine to coarse subangular GRAVEL","4.5KG","1 LITRE","4","30","#2.65","2.29","6.4","","","Sample passed through 20mm sieve. Separate batches tested. Test performed on specimen unsuitable due to gravel content. Water seepage occurred on all points wetter than nmc.","BS1377: Part 4: 1990: Clause 3","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","","" + +"GROUP","CMPT" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","CMPG_TESN","CMPT_TESN","CMPT_MC","CMPT_DDEN","CMPT_REM","FILE_FSET" +"UNIT","","m","","","","","m","","","","Mg/m3","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","X","MC","3DP","X","X" +"DATA","G4","6.20","21","B","","02","6.20","1","1","","2.070","","" +"DATA","G4","6.20","21","B","","02","6.20","1","2","","2.060","","" +"DATA","G4","6.20","21","B","","02","6.20","1","3","","2.080","","" +"DATA","G4","6.20","21","B","","02","6.20","1","4","","2.090","","" +"DATA","G4","6.20","21","B","","02","6.20","1","5","","2.070","","" +"DATA","G5","6.00","10","B","","01","6.00","1","1","","2.070","","" +"DATA","G5","6.00","10","B","","01","6.00","1","2","","2.080","","" +"DATA","G5","6.00","10","B","","01","6.00","1","3","","2.080","","" +"DATA","G5","6.00","10","B","","01","6.00","1","4","","2.120","","" +"DATA","G5","6.00","10","B","","01","6.00","1","5","","2.120","","" +"DATA","G5","6.00","10","B","","01","6.00","1","6","","2.090","","" +"DATA","G6","7.80","32","AMAL","","01","8.10","1","1","","2.040","","" +"DATA","G6","7.80","32","AMAL","","01","8.10","1","2","","2.030","","" +"DATA","G6","7.80","32","AMAL","","01","8.10","1","3","","2.020","","" +"DATA","G6","7.80","32","AMAL","","01","8.10","1","4","","2.030","","" +"DATA","G6","7.80","32","AMAL","","01","8.10","1","5","","2.040","","" +"DATA","G6","7.80","32","AMAL","","01","8.10","1","6","","2.050","","" +"DATA","G6","7.80","32","AMAL","","01","8.10","1","7","","2.050","","" +"DATA","G6","5.30","26","B","","01","5.30","1","1","","2.050","","" +"DATA","G6","5.30","26","B","","01","5.30","1","2","","2.100","","" +"DATA","G6","5.30","26","B","","01","5.30","1","3","","2.110","","" +"DATA","G6","5.30","26","B","","01","5.30","1","4","","2.170","","" +"DATA","G6","5.30","26","B","","01","5.30","1","5","","2.140","","" + +"GROUP","CONG" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","SPEC_DESC","SPEC_PREP","CONG_TYPE","CONG_COND","CONG_SDIA","CONG_HIGT","CONG_MCI","CONG_MCF","CONG_BDEN","CONG_DDEN","CONG_PDEN","CONG_SATR","CONG_SPRS","CONG_SATH","CONG_IVR","CONG_REM","CONG_METH","CONG_LAB","CONG_CRED","TEST_STAT","FILE_FSET" +"UNIT","","m","","","","","m","","","","","mm","mm","%","%","Mg/m3","Mg/m3","","%","kPa","%","","","","","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","X","PA","PA","2DP","2DP","X","X","2DP","2DP","XN","0DP","2SF","1DP","3DP","X","X","X","X","X","X" +"DATA","EB1","14.00","38","UT","SEN1150129011","01","14.36","Dark brown slightly clayey slightly sandy SILT.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","19.90","24.00","23.00","1.98","1.59","#2.65","96","","","0.662","Temperature 19.9degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","EB2","13.60","49","UT","","01","13.75","Fissured dark brown slightly sandy CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.90","21.00","21.00","2.02","1.66","#2.65","96","","","0.593","Temperature 19.8degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","EB4","2.70","15","UT","","01","2.78","Greyish brown CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.10","19.95","44.00","40.00","1.78","1.23","#2.65","102","","","1.152","Temperature 18.8degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","EB4","4.30","18","UT","","01","4.60","Laminated dark brown mottled grey clayey SAND.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.10","19.95","77.00","72.00","1.50","0.85","#2.65","96","","","2.128","Temperature 18.9degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","EB4","10.70","40","UT","","01","11.07","Fissured brown CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.10","19.95","31.00","30.00","1.93","1.47","#2.65","104","","","0.803","Temperature 18.8degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","EB5","12.00","44","UT","","01","12.33","Fissured dark brown CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.80","30.00","27.00","1.94","1.49","#2.65","102","","","0.775","Temperature 19.8degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","3.50","15","UT","","01","3.55","Grey CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.10","20.00","86.00","71.00","1.49","0.80","#2.65","99","","","2.322","Temperature 18.9degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","14.00","40","UT","","01","14.39","Fissured dark brown CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.90","28.00","26.00","1.94","1.52","#2.65","99","","","0.745","Temperature 19.8degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","11.50","21","UT","SEN1141124009","01","11.50","Fissured dark greenish brown CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.90","30.00","25.00","1.89","1.45","#2.65","97","","","0.830","Temperature 19.8degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","17.50","33","UT","SEN1141125004","01","17.69","Brown clayey SILT.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.90","23.00","24.00","1.95","1.58","#2.65","91","","","0.677","Temperature 19.8degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","14.50","41","UT","SEN1150126022","01","14.52","Brown slightly sandy CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.00","19.90","23.00","25.00","1.92","1.57","#2.65","86","","","0.692","Temperature 19.9degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","2.50","13","U","","01","2.52","Grey CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","19.15","47.00","44.00","1.71","1.16","#2.65","97","","","1.279","Temperature 18.3degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","3.50","18","U","","01","3.55","Dark brownish black organic CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.90","197.00","135.00","1.15","0.39","#2.65","90","","","5.839","Temperature 18.8degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","4.00","21","U","","01","4.05","Dark brown black PEAT.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.90","358.00","167.00","1.10","0.24","#2.65","94","","","10.078","Temperature 18.6degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","7.00","37","U","","01","7.05","Dark brown PEAT.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.90","215.00","131.00","1.16","0.37","#2.65","92","","","6.223","Temperature 18.6degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G27A","6.50","31","UT","","01","6.52","Dark brownish black PEAT.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","19.90","246.00","176.00","0.97","0.28","#2.65","77","","","8.415","Temperature 18.6degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","11.50","37","UT","","01","11.65","Fissured dark grey slightly sandy CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.00","19.95","28.00","28.00","1.93","1.51","#2.65","98","","","0.760","Temperature 19.9degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","20.50","55","UT","","01","20.50","Fissured brown CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.85","26.00","24.00","1.99","1.58","#2.65","101","","","0.680","Temperature 19.9degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","11.40","25","UT","","01","11.50","Fissured brown CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.10","19.95","28.00","27.00","1.94","1.51","#2.65","100","","","0.750","Temperature 18.7degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","3.50","3","UT","","01","3.55","Dark brown PEAT.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.90","180.00","154.00","1.15","0.41","#2.65","88","","","5.427","Temperature 19.6degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","14.50","31","UT","","01","14.90","Fissured brown sandy CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","74.90","18.90","25.00","25.00","2.01","1.61","#2.65","101","","","0.643","Temperature 19.9degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","3.40","17","UT","","02","3.47","Dark brown PEAT.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.00","18.95","113.00","97.00","1.30","0.61","#2.65","90","","","3.332","Temperature 18.6degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","4.00","19","UT","","02","4.11","Dark brown PEAT.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.00","18.95","237.00","233.00","0.95","0.28","#2.65","75","","","8.394","Temperature 18.6degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","13.40","47","UT","","02","13.80","Brown CLAY.","Horizontal orientation","OEDOMTER","UNDISTURBED","75.00","18.90","30.00","29.00","1.94","1.49","#2.65","101","","","0.777","Temperature 18.6degC. Specimen cut and tested with longest axis in an horizontal orientation. ","BS1377: Part 5: 1990: 3.0","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" + +"GROUP","CONS" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","CONS_INCN","CONS_IVR","CONS_INCF","CONS_INCE","CONS_INMV","CONS_INSC","CONS_CVRT","CONS_CVLG","CONS_TEMP","CONS_REM","FILE_FSET" +"UNIT","","m","","","","","m","","","kPa","","m2/MN","","m2/yr","m2/yr","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","3DP","0DP","2DP","2SF","2SF","2SF","2SF","1DP","X","X" +"DATA","EB1","14.00","38","UT","SEN1150129011","01","14.36","01","0.662","100","0.64","0.13","","","","19.9","","" +"DATA","EB1","14.00","38","UT","SEN1150129011","01","14.36","02","0.641","200","0.63","0.041","","7.1","12","19.9","","" +"DATA","EB1","14.00","38","UT","SEN1150129011","01","14.36","03","0.634","400","0.61","0.067","","4.3","8.3","19.9","","" +"DATA","EB1","14.00","38","UT","SEN1150129011","01","14.36","04","0.612","800","0.58","0.043","","5.6","9.2","19.9","","" +"DATA","EB1","14.00","38","UT","SEN1150129011","01","14.36","05","0.584","400","0.59","","","","","19.9","","" +"DATA","EB1","14.00","38","UT","SEN1150129011","01","14.36","06","0.594","800","0.58","0.019","","6.4","9.4","19.9","","" +"DATA","EB1","14.00","38","UT","SEN1150129011","01","14.36","07","0.582","1600","0.54","0.031","","4.0","10","19.9","","" +"DATA","EB2","13.60","49","UT","","01","13.75","01","0.593","100","0.58","0.11","","","","19.8","","" +"DATA","EB2","13.60","49","UT","","01","13.75","02","0.576","200","0.56","0.090","","5.1","3.6","19.8","","" +"DATA","EB2","13.60","49","UT","","01","13.75","03","0.562","400","0.54","0.073","","2.5","3.1","19.8","","" +"DATA","EB2","13.60","49","UT","","01","13.75","04","0.539","200","0.54","","","","","19.8","","" +"DATA","EB2","13.60","49","UT","","01","13.75","05","0.544","400","0.54","0.022","","5.4","8.2","19.8","","" +"DATA","EB2","13.60","49","UT","","01","13.75","06","0.537","800","0.51","0.043","","2.5","3.9","19.8","","" +"DATA","EB4","2.70","15","UT","","01","2.78","01","1.152","50","1.12","0.30","","3.5","5.2","18.8","","" +"DATA","EB4","2.70","15","UT","","01","2.78","02","1.121","75","1.10","0.41","","1.2","1.1","18.8","","" +"DATA","EB4","2.70","15","UT","","01","2.78","03","1.099","100","1.08","0.42","","0.68","0.64","18.8","","" +"DATA","EB4","2.70","15","UT","","01","2.78","04","1.077","150","1.04","0.33","","0.95","0.77","18.8","","" +"DATA","EB4","2.70","15","UT","","01","2.78","05","1.043","200","1.01","0.31","","0.56","0.50","18.8","","" +"DATA","EB4","4.30","18","UT","","01","4.60","01","2.128","20","2.07","0.92","","16","18","18.9","","" +"DATA","EB4","4.30","18","UT","","01","4.60","02","2.074","40","2.03","0.76","","12","12","18.9","","" +"DATA","EB4","4.30","18","UT","","01","4.60","03","2.027","80","1.95","0.67","","8.4","11","18.9","","" +"DATA","EB4","4.30","18","UT","","01","4.60","04","1.946","40","1.96","","","","","18.9","","" +"DATA","EB4","4.30","18","UT","","01","4.60","05","1.964","80","1.94","0.23","","21","","18.9","","" +"DATA","EB4","4.30","18","UT","","01","4.60","06","1.937","160","1.76","0.76","","4.7","6.1","18.9","","" +"DATA","EB4","10.70","40","UT","","01","11.07","01","0.803","100","0.78","0.12","","","","18.8","","" +"DATA","EB4","10.70","40","UT","","01","11.07","02","0.782","200","0.78","0.030","","","","18.8","","" +"DATA","EB4","10.70","40","UT","","01","11.07","03","0.777","300","0.77","0.067","","1.1","1.1","18.8","","" +"DATA","EB4","10.70","40","UT","","01","11.07","04","0.765","400","0.75","0.085","","0.57","0.58","18.8","","" +"DATA","EB4","10.70","40","UT","","01","11.07","05","0.750","300","0.76","","","","","18.8","","" +"DATA","EB4","10.70","40","UT","","01","11.07","06","0.756","400","0.75","0.041","","1.1","1.1","18.8","","" +"DATA","EB4","10.70","40","UT","","01","11.07","07","0.749","800","0.69","0.080","","0.41","0.40","18.8","","" +"DATA","EB5","12.00","44","UT","","01","12.33","01","0.775","100","0.76","0.071","","","","19.8","","" +"DATA","EB5","12.00","44","UT","","01","12.33","02","0.762","200","0.76","0.024","","2.5","1.9","19.8","","" +"DATA","EB5","12.00","44","UT","","01","12.33","03","0.758","400","0.73","0.089","","0.72","0.78","19.8","","" +"DATA","EB5","12.00","44","UT","","01","12.33","04","0.727","800","0.68","0.063","","0.56","0.57","19.8","","" +"DATA","EB5","12.00","44","UT","","01","12.33","05","0.683","400","0.70","","","","","19.8","","" +"DATA","EB5","12.00","44","UT","","01","12.33","06","0.702","800","0.68","0.035","","0.72","0.79","19.8","","" +"DATA","EB5","12.00","44","UT","","01","12.33","07","0.678","1600","0.62","0.045","","0.38","0.69","19.8","","" 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No fissures","","" +"DATA","EB3A","15.00","15.45","below 15.00m clay is very stiff","","" +"DATA","EB4","4.75","4.75","at 4.75m grey in colour slightly organic","","" +"DATA","EB5","3.80","3.80","at 3.80m tyre","","" +"DATA","EB6","5.50","5.50","at 5.50m very sandy clayey silt. Rare rounded medium gravel of flint","","" +"DATA","EB6","8.50","9.00","from 8.50m to 9.00m very sandy gravel","","" +"DATA","EB6","13.00","13.00","at 13.00m sandy clay. Bioturbated with occasional fine sand to fine gravel sized fragments of white shell","","" +"DATA","EB6","14.00","15.00","below 14.00m with occasional indistinct pockets and thin partings of dark grey silty fine sand","","" +"DATA","EB7","1.10","1.10","at 1.10m concrete block 0.05m thickness","","" +"DATA","ET10","0.50","0.50","at 0.50m asbestos. Sample taken","","" +"DATA","ET10","1.90","1.90","at 1.90m water ingress rising (0.30m) in 20 minutes","","" +"DATA","ET11","1.90","1.90","at 1.90m water ingress rising (0.20m) in 10 minutes. Pit stopped due to high volume of water at 2.00m","","" +"DATA","ET12","0.90","0.90","at 0.90m orange mesh geomembrane","","" +"DATA","ET12","2.10","2.10","at 2.10m water ingress","","" +"DATA","ET14","1.80","1.80","at 1.80m concrete pad","","" +"DATA","ET14A","1.80","1.80","at 1.80m concrete pad","","" +"DATA","ET17","2.50","2.50","at 2.50m becoming dark green and green","","" +"DATA","ET18","1.60","1.60","at 1.60m cobbled limestone surface exposed","","" +"DATA","ET18","1.80","1.80","at 1.80m layer of cobbled surface","","" +"DATA","ET20","1.60","1.60","at 1.60m concrete slab exposed","","" +"DATA","ET20","2.50","2.50","at 2.50m water ingress","","" +"DATA","ET24","0.45","0.45","at 0.45m black plastic mesh","","" +"DATA","ET24","0.75","0.75","at 0.75m black plastic mesh","","" +"DATA","ET24","1.70","2.00","from 1.70m to 2.00m brick wall with concrete top","","" +"DATA","ET27","1.60","1.60","at 1.60m brick sewer exposed","","" +"DATA","ET29","0.90","0.90","at 0.90m 2 No clay pipe 200mm diameter (empty)","","" +"DATA","ET29","1.90","1.90","at 1.90m 2 No clay pipe 200mm diameter (empty)","","" +"DATA","ET29","1.90","3.70","from 1.90m to 3.70m becomes bluish grey","","" +"DATA","ET29","3.60","3.60","at 3.60m peat pocket","","" +"DATA","ET30","0.40","0.40","at 0.40m gravel sized pocket of green staining","","" +"DATA","ET31","0.70","0.70","at 0.70m slight water seepage","","" +"DATA","ET31","1.60","1.60","at 1.60m boulder of concrete <0.60m","","" +"DATA","ET32","0.75","0.75","at 0.75m subangular concrete boulder <0.50m","","" +"DATA","ET37","0.40","0.40","at 0.40m 1 No large subangular boulder of concrete","","" +"DATA","ET37","1.50","3.00","below 1.50m with occasional cobbles and boulder sized fragments","","" +"DATA","ET37","2.00","2.50","from 2.00m to 2.50m clayey sandy gravel","","" +"DATA","ET37","3.00","3.00","at 3.00m very gravelly fine to coarse sand. Gravel sized fragments are subangular fine to coarse of clinker and ash","","" +"DATA","ET7","0.30","0.30","at 0.30m light brown sandy gravelly clay. Sand is fine to coarse","","" +"DATA","ET7","0.35","0.35","at 0.35m BT cable exposed and caught on the excavator bucket. Cable outer cover was breached and one of the internal wires was broken","","" +"DATA","ET8","0.30","0.30","at 0.30m high voltage cable exposed (photographs taken)","","" +"DATA","ET9","0.40","0.40","at 0.40m geo-net","","" +"DATA","ET9","4.00","4.00","at 4.00m trial pit collapsed due to water ingress","","" +"DATA","G10","0.20","0.20","at 0.20m geotextile membrane","","" +"DATA","G10","1.25","1.25","at 1.25m blue plastic water pipe approximately 200mm diameter running E/W","","" +"DATA","G10A","8.00","8.40","from 8.00m dark greyish brown","","" +"DATA","G10A","8.50","9.00","from 8.50m with occasional fine to coarse gravel sized pockets of brown fibrous locally pseudo fibrous peat","","" +"DATA","G10A","12.50","13.00","from 12.50m to 13.00m sand and gravel","","" +"DATA","G10A","17.20","17.20","at 17.20m sandy","","" +"DATA","G10A","18.70","19.15","from 18.70m to 19.15m with occasional brown silt filled burrows (<35mm x 2mm)","","" +"DATA","G10A","20.40","20.40","at 20.40m occasional lenses of silty fine sand","","" +"DATA","G10A","23.00","23.00","at 23.00m slightly gravelly. Gravel is rounded medium of black flint. With occasional fine to medium gravel sized pockets of hard greenish brown silty clay","","" +"DATA","G10A","28.00","28.00","at 28.00m dark grey very silty","","" +"DATA","G10A","30.00","30.00","at 30.00m with a few fine to medium gravel sized white shell fragments","","" +"DATA","G11A","1.50","2.00","below 1.50m medium dense","","" +"DATA","G11A","3.00","3.45","from 3.00m to 3.45m very loose","","" +"DATA","G11A","3.50","3.50","at 3.50m sandy slightly gravelly clay","","" +"DATA","G11A","5.80","6.30","from 5.80m to 6.30m 30mm x 40mm x 200mm piece of wood","","" +"DATA","G11A","7.50","8.00","from 7.50m to 8.,00m with occasional coarse gravel sized pockets of firm fibrous peat","","" +"DATA","G11A","11.50","12.00","from 11.50m to 12.00m slightly silty very sandy","","" +"DATA","G11A","14.50","14.50","at 14.50m slightly sandy","","" +"DATA","G11A","16.45","16.45","at 16.45m locally fine gravel present","","" +"DATA","G11A","18.50","18.62","from 18.50m to 18.62m assumed zone of core loss","","" +"DATA","G11A","18.62","19.11","from 18.62m to 19.11m drilling disturbed (recovered as soft to firm)","","" +"DATA","G11A","19.25","19.45","from 19.25m to 19.45m assumed zone of core loss","","" +"DATA","G11A","19.66","19.71","from 19.66m to 19.71m with some fine to coarse gravel sized lenses of brown silty fine sand","","" +"DATA","G11A","20.08","21.06","from 20.08m with extremely closely to closely spaced fine to coarse gravel sized predominantly 0-20 degrees lenses of brown silty fine sand","","" +"DATA","G11A","20.62","20.62","at 20.62m 2 No 0 degrees lenses of brown silty fine sand (<85mm x 6mm)","","" +"DATA","G11A","20.69","20.69","at 20.69m 1 No subrounded medium gravel sized fragment of pyritised lignite","","" +"DATA","G11A","20.97","21.06","from 20.97m to 21.06m slightly gravelly. Gravel is subrounded to rounded medium of black flint","","" +"DATA","G11A","23.60","24.00","from 23.60m to 24.00m predominantly medium","","" +"DATA","G11A","27.65","27.73","from 27.65m slightly sandy. Sand is fine to medium","","" +"DATA","G11A","27.90","27.90","at 27.90m 1 No fine gravel sized white shell fragment","","" +"DATA","G11A","27.95","28.00","from 27.95m brown slightly silty","","" +"DATA","G11A","28.50","28.64","from 28.50m to 28.64m slightly gravelly. Gravel is subangular to rounded predominantly rounded medium of black and brown predominantly black flint","","" +"DATA","G11A","28.74","28.81","from 28.74m with some locally frequent fine to medium gravel sized white shell fragments","","" +"DATA","G11A","29.60","29.74","from 29.60m to 29.74m with very closely to closely spaced coarse gravel sized lenses of brown silty fine sand","","" +"DATA","G11A","29.74","29.78","from 29.74m to 29.78m 1 No very thin bed of very stiff light brown silty clay","","" +"DATA","G11A","30.88","31.00","from 30.88m to 31.00m recovered as non intact core (angular coarse gravel and cobble sized fragments)","","" +"DATA","G11A","31.00","31.07","from 31.00m to 31.07m assumed zone of core loss","","" +"DATA","G11A","31.07","31.39","from 31.07m to 31.39m recovered as non intact core (angular fine to coarse gravel sized fragments)","","" +"DATA","G11A","31.68","31.90","from 31.68m locally mottled greyish brown","","" +"DATA","G11A","31.90","31.90","at 31.90m clay lenses","","" +"DATA","G11A","32.50","32.67","from 32.50m to 32.67m assumed zone of core loss","","" +"DATA","G11A","32.85","32.85","at 32.85m 1 No subrounded medium gravel of brown flint","","" +"DATA","G11A","33.50","33.57","from 33.50m to 33.57m 1 No thin bed of bluish grey mottled orangish brown slightly sandy locally sandy silty clay","","" +"DATA","G11A","33.50","33.70","from 33.50m to 33.70m assumed zone of core loss","","" +"DATA","G12","1.60","2.50","from 1.60m to 2.50m clay is brown","","" +"DATA","G12","7.50","8.00","from 7.50m to 8.00m silty sandy gravel","","" +"DATA","G12","16.50","17.00","from 16.50m to 17.00m: slightly sandy.","","" +"DATA","G12","19.00","20.00","from 19.00m to 20.00m: greenish blue and dark brown.","","" +"DATA","G12","21.50","22.00","from 21.50m to 22.00m with distinct pockets/laminations of brown silty sand","","" +"DATA","G13","4.50","4.50","at 4.50m laminations are thin to thick","","" +"DATA","G13","21.00","21.22","from 21.00m to 21.22m very clayey very sandy gravel. Gravel is rounded medium to coarse of flint","","" +"DATA","G14","5.00","11.00","below 5.00m clay is dark grey","","" +"DATA","G14","7.50","11.00","below 7.50m clay is thinly laminated. Selenite is occasional","","" +"DATA","G14","9.00","11.00","below 9.00m clay is very stiff","","" +"DATA","G14","12.00","12.50","from 12.00m to 12.50m occasional 2mm x 3mm white shell fragments not clayey","","" +"DATA","G15","5.45","5.70","below 5.45m clayey","","" +"DATA","G15","11.00","11.50","from 11.00m to 11.50m with occasional grey subrounded cobbles of flint","","" +"DATA","G15","12.45","12.45","at 12.45m with a vertically orientated planar smooth fissure","","" +"DATA","G15","13.60","14.00","from 13.60m to 14.00m drilling disturbed. Recovered as soft to firm","","" +"DATA","G15","14.43","14.75","from 14.43m to 14.75m indistinctly fissured sandy with extremely closely to very closely spaced predominantly 0-20 degrees. Fine to coarse gravel sized lenses of brown silty fine sand","","" +"DATA","G15","14.60","14.77","from 14.60m to 14.77m assumed zone of core loss","","" +"DATA","G15","15.25","15.25","at 15.25m 1 No coarse gravel sized pocket of dark grey sandy clay","","" +"DATA","G15","15.60","15.75","from 15.60m to 15.75m assumed zone of core loss","","" +"DATA","G15","15.60","16.05","from 15.60m to 16.05m locally with frequent white silt tubes (<1mm x 6mm)","","" +"DATA","G15","15.60","16.20","from 15.60m to 16.20m driller notes peat traces","","" +"DATA","G15","15.75","16.08","from 15.75m to 16.08m drilling disturbed. Recovered as soft to firm","","" +"DATA","G15","16.37","17.32","from 16.37m to 17.32m sandy","","" +"DATA","G15","16.45","16.45","at 16.45m 1 No fragment of black lignite (2mm x 6mm)","","" +"DATA","G15","16.54","16.60","from 16.54m to 16.60m assumed zone of core loss","","" +"DATA","G15","16.60","17.05","from 16.60m to 17.05m very stiff with a few gravel sized fragments of black lignite (<5mm x 2mm)","","" +"DATA","G15","17.52","17.60","from 17.52m to 17.60m with extremely closely spaced 0-10 degrees lenses of light grey silt (<6mm x 20mm)","","" +"DATA","G15","18.12","18.47","from 18.12m to 18.47m fissures randomly orientated frequently polished","","" +"DATA","G15","19.10","19.25","from 19.10m to 19.25m assumed zone of core loss","","" +"DATA","G15","19.10","20.20","from 19.10m with a few burrow, infilled with light grey silt (2mm x 18mm)","","" +"DATA","G15","19.78","19.85","from 19.78m to 19.85m 1 No fissure 45 degrees planar smooth highly polished","","" +"DATA","G15","20.60","20.81","from 20.60m to 20.81m assumed zone of core loss","","" +"DATA","G15","21.72","22.34","from 21.72m to 22.34m with some locally frequent white silt tubes (<1mm x 8mm)","","" +"DATA","G15","21.90","21.90","at 21.90m 1 No coarse gravel sized fragment of black lignite","","" +"DATA","G15","22.28","22.31","from 22.28m to 22.31m 1 No very thin bed of weak light brown claystone","","" +"DATA","G15","23.10","23.15","from 23.10m to 23.15m drilling disturbed. Recovered as soft to firm","","" +"DATA","G15","23.15","23.37","from 23.15m very sandy with frequent fine to coarse gravel sized white shells and shell fragments","","" +"DATA","G15","27.14","27.14","at 27.14m 1 No subrounded coarse gravel sized fragment of black flint","","" +"DATA","G15","27.20","27.33","from 27.20m to 27.33m assumed zone of core loss","","" +"DATA","G15","27.60","27.70","from 27.60m to 27.70m 1 No thin bed of light brown silty fine sand","","" +"DATA","G15","27.97","28.08","from 27.97m to 28.08m very sandy","","" +"DATA","G15","28.08","28.32","from 28.08m to 28.32m assumed zone of core loss","","" +"DATA","G15","28.70","28.84","from 28.70m to 28.84m assumed zone of core loss","","" +"DATA","G15","29.00","29.70","from 29.00m to 29.70m hard light brown clay","","" +"DATA","G15","29.18","30.80","from 29.18m locally with abundant shells and shelly fragments","","" +"DATA","G15","29.58","29.61","from 29.58m to 29.61m 1 No very thin bed of weak light brown claystone","","" +"DATA","G15","29.62","29.62","at 29.62m 1 No coarse gravel sized articulated bivalve","","" +"DATA","G15","29.66","30.80","from 29.66m with occasional fine to coarse gravel sized brown shell fragments","","" +"DATA","G15","30.34","30.37","from 30.34m to 30.37m 1 No very thin bed of light grey fine to medium clayey sand","","" +"DATA","G15","30.79","30.79","at 30.79m 1 No coarse gravel sized pocket of greyish blue silty fine sand","","" +"DATA","G15","31.50","31.67","from 31.50m to 31.67m assumed zone of core loss","","" +"DATA","G15","32.04","32.13","from 32.04m to 32.13m 1 No subangular cobble sized nodule of medium strong creamish white calcrete","","" +"DATA","G15","33.00","33.13","from 33.00m to 33.13m assumed zone of core loss","","" +"DATA","G15","33.13","33.20","from 33.13m to 33.20m and 33.31m to 33.50m 2 No thin beds of sandy silty clay","","" +"DATA","G15","33.79","33.93","from 33.79m to 33.93m 1 No thin bed of stiff multicoloured (bluish grey, orangish brown, yellowish brown and brownish green) slightly sandy silty clay. Sand is fine to medium (LAMBETH GROUP - LOWER MOTTLED BEDS)","","" +"DATA","G15","36.00","36.15","from 36.00m orangish brown locally mottled light greenish grey","","" +"DATA","G16","9.90","10.00","from 9.90m to 10.00m locally slightly clayey very sandy","","" +"DATA","G16","10.70","11.45","from 10.70m to 11.45m firm silty sandy gravelly clay","","" +"DATA","G16","24.50","25.00","from 24.50m to 25.00m locally very clayey gravelly sand","","" +"DATA","G16","27.50","28.80","below 27.50m sand is dark brown","","" +"DATA","G17","2.30","2.60","from 2.30m to 2.60m driller notes wood and concrete","","" +"DATA","G17","7.00","7.00","at 7.00m locally clayey very sandy","","" +"DATA","G17","10.50","11.00","below 10.50m medium dense","","" +"DATA","G17","11.90","12.01","from 11.90m to 12.01m slightly friable","","" +"DATA","G17","14.00","14.30","from 14.00m to 14.30m assumed zone of core loss","","" +"DATA","G18","6.00","6.00","at 6.00m gravelly fine to coarse sand","","" +"DATA","G18","6.50","6.50","at 6.50m sandy subangular to rounded fine to coarse gravel","","" +"DATA","G18","9.50","10.00","from 9.50m to 10.00m sandy clay. Bioturbated with medium gravel sized pockets of dark grey pyritised sand and thin partings of pyritised fine sand","","" +"DATA","G18","11.45","11.45","at 11.45m sandy clay. Bioturbated with rare medium gravel sized fragments of moderately strong claystone","","" +"DATA","G18","12.50","18.50","below 12.50m clay is very stiff. Frequent <1mm burrows infilled with white silt. Occasional partings of pyritised fine sand. Frequent dustings of fine to coarse sand sized selenite","","" +"DATA","G18","13.50","18.50","from 13.50m to 18.50m locally friable sandy to very sandy clay. Frequent dustings and partings of fine to medium brownish grey sand","","" +"DATA","G19","0.23","0.23","at 0.23m black plastic sheeting","","" +"DATA","G19B","8.50","8.50","at 8.50m occasional subangular coarse gravel of flint","","" +"DATA","G19B","8.50","24.00","from 8.50m extremely closely spaced fissuring planar to curviplanar with silt surfaces randomly orientated","","" +"DATA","G19B","9.00","9.00","at 9.00m becomes friable","","" +"DATA","G19B","10.00","22.50","below 10.00m clay is very stiff","","" +"DATA","G19B","13.00","13.00","at 13.00m becomes micaceous","","" +"DATA","G19B","15.50","15.50","at 15.50m with up to 5mm diameter pockets of dark brown silty clay","","" +"DATA","G19B","16.00","22.50","below 16.00m with some 1mm x 5mm lenses of light grey silt. Occasional fine to coarse sand sized selenite crystals","","" +"DATA","G19B","19.00","22.50","below 19.00m clay is thinly laminated","","" +"DATA","G19B","20.00","20.00","at 20.00m with occasional up to medium gravel sized lignite","","" +"DATA","G19B","22.00","22.00","at 22.00m with some subangular fine gravel sized fragments of claystone and <5mm shell fragments","","" +"DATA","G1B","5.40","6.20","from 5.40m to 6.20m slightly clayey","","" +"DATA","G1B","6.40","6.90","from 6.40m to 6.90m very sandy","","" +"DATA","G1B","7.20","7.90","from 7.20m to 7.90m silty","","" +"DATA","G1B","9.40","9.90","from 9.40m to 9.90m slightly clayey","","" +"DATA","G1B","24.20","24.70","from 24.20m to 24.70m locally clayey","","" +"DATA","G2","0.30","0.70","from 0.30m to 0.70m 1 No subangular cobble sized fragment of brick","","" +"DATA","G2","1.10","1.10","at 1.10m occasional shell fragments","","" +"DATA","G2","2.10","2.10","at 2.10m occasional shell fragments","","" +"DATA","G2","2.20","2.70","from 2.20m to 2.70m with rare subangular cobble sized fragments of concrete","","" +"DATA","G2","8.50","9.00","from 8.50m to 9.00m sandy","","" +"DATA","G20","9.50","10.00","below 9.50m with occasional pockets of brown clay","","" +"DATA","G22","0.30","0.30","at 0.30m orange membrane","","" +"DATA","G22","0.60","1.20","below 0.60m slightly clayey","","" +"DATA","G22","0.95","0.95","at 0.95m 40mm x 40mm black plastic mesh","","" +"DATA","G22","1.15","1.15","at 1.15m 40mm x 40mm black plastic mesh","","" +"DATA","G22","8.50","8.50","at 8.50m locally sandy","","" +"DATA","G23","7.00","7.00","becoming less clayey","","" +"DATA","G23","7.01","7.01","becoming brownish grey","","" +"DATA","G23","8.00","10.00","below 8.00m brownish grey sandy gravel","","" +"DATA","G25","0.50","0.50","at 0.50m concrete obstruction with cable running parallel","","" +"DATA","G25","7.00","8.00","below 7.00m clayey slightly sandy gravel","","" +"DATA","G25A","9.00","10.00","below 9.00m with black staining and bituminous odour","","" +"DATA","G26","3.50","3.50","at 3.50m with fragment of wood (200mm x 100mm x 50mm)","","" +"DATA","G27A","5.00","5.70","below 5.00m becoming very clayey","","" +"DATA","G3","12.50","12.50","at 12.50m with closely spaced randomly orientated planar smooth fissures","","" +"DATA","G3","14.00","14.00","at 14.00m with closely spaced randomly orientated planar smooth fissures","","" +"DATA","G3","15.00","15.00","at 15.00m with abundant 1mm x 5mm white tubular silt linings of foraminifera","","" +"DATA","G3","17.00","17.00","at 17.00m with closely spaced randomly orientated planar smooth fissures","","" +"DATA","G3","18.50","18.50","at 18.50m with closely spaced randomly orientated planar smooth fissures","","" +"DATA","G3","21.00","21.00","at 21.00m with occasional 1mm x 5mm white tubular silt linings of foraminifera","","" +"DATA","G4","16.00","17.00","from 16.00m to 17.00m lenses of grey silty sandy clay 1mm x 10mm (infilled burrows?)","","" +"DATA","G5","6.00","10.00","from 6.00m to 10.00m very sandy gravel","","" +"DATA","G5","13.00","13.50","from 13.00m to 13.50m no laminations","","" +"DATA","G5","17.95","17.95","at 17.95m thinly laminated clay with 1 No pink/white 20mm x 20mm x 3mm bivalve shell","","" +"DATA","G5","19.45","19.45","at 19.45m 1 No 80 degrees planar smooth fissure","","" +"DATA","G6","0.50","0.50","at 0.50m orange plastic netlon marker","","" +"DATA","G7","1.00","1.00","at 1.00m with occasional subangular to subrounded cobbles of concrete","","" +"DATA","G7","11.50","12.00","from 11.50m to 12.00m slightly sandy","","" +"DATA","G7","12.00","12.00","at 12.00m loose","","" +"DATA","G8","0.80","0.80","at 0.80m orange plastic netlon marker","","" +"DATA","G8","2.10","3.40","from 2.10m to 3.40m hydrocarbon odour notes (Atkins note)","","" +"DATA","G8","6.70","6.70","at 6.70m cobbles of flint <100mm","","" +"DATA","G8","8.50","14.40","below 8.50m yellowish grey very sandy gravel","","" +"DATA","G8","12.00","17.00","below 12.00m sand and gravel","","" +"DATA","G8","13.00","17.00","below 13.00m very dense","","" +"DATA","G8","14.00","14.40","from 14.00m to 14.40m sandy gravel","","" +"DATA","G8","17.00","17.00","at 17.00m laminations","","" +"DATA","G8","17.25","20.10","below 17.25m thinly laminated with rare up to 2mm diameter nodules of claystone","","" +"DATA","G9","0.95","0.95","at 0.95m orange plastic netlon marker","","" +"DATA","G9","1.25","1.31","from 1.25m to 1.31m concrete slab","","" +"DATA","G9","15.50","15.50","at 15.50m sandy gravel","","" +"DATA","G9","17.50","18.00","from 17.50m to 18.00m infilled burrows (1mm x 5mm) with light grey silty clay","","" +"DATA","G9","18.00","18.20","from 18.00m to 18.20m drilling disturbed (recovered as soft to firm)","","" +"DATA","G9","18.48","18.52","from 18.48m to 18.52m 2 No fragments of black lignite (<2mm x 6mm)","","" +"DATA","G9","18.52","19.00","from 18.52m sandy","","" +"DATA","G9","19.68","19.71","from 19.68m to 19.71m with some fine to coarse gravel sized white shell fragments","","" +"DATA","G9","20.20","20.40","from 20.20m to 20.40m assumed zone of core loss","","" +"DATA","G9","20.50","20.75","from 20.50m to 20.75m slightly gravelly","","" +"DATA","G9","20.72","20.72","at 20.72m 1 No white bivalve shell ribbed (58mm x 30mm)","","" +"DATA","G9","25.42","26.00","from 25.42m with 2 No subangular to subrounded fine to medium gravel sized fragments of black lignite and pyritised lignite","","" +"DATA","G9","25.91","26.00","from 25.91m to 26.00m assumed zone of core loss","","" +"DATA","G9","26.90","26.94","from 26.90m to 26.94m 1 No very thin bed of thinly and thickly laminated dark brownish grey silty clay with extremely closely spaced thin interlaminations of brown sandy clay","","" +"DATA","G9","27.38","28.03","from 27.38m with very closely to closely spaced thin and thick laminations of dark brown clay","","" +"DATA","G9","30.65","30.73","from 30.65m to 30.73m with 2 No angular coarse gravel sized inclusions of dark grey clay with a few medium gravel sized white shell fragments","","" +"DATA","G9","30.72","30.72","at 30.72m 1 No coarse gravel sized nodule of creamish white calcrete","","" +"DATA","G9","31.03","31.06","from 31.03m to 31.06m 1 No subangular coarse gravel sized nodule of creamish white calcrete","","" +"DATA","G9","31.15","31.23","from 31.15m to 31.23m with frequent subangular fine to coarse gravel sized nodules of creamish white calcrete","","" +"DATA","G9","31.50","31.69","from 31.50m to 31.69m assumed zone of core loss","","" +"DATA","G9","32.28","33.70","from 32.28m locally glauconitic","","" +"DATA","G9","32.45","32.70","from 32.45m to 32.70m assumed zone of core loss","","" +"DATA","G9","32.70","33.70","from 32.70m with very closely thick laminations of stiff indistinctly fissured bluish grey clay","","" +"DATA","G9","33.25","33.25","at 33.25m 1 No rounded fine gravel of brown flint","","" +"DATA","G9","33.60","33.70","from 33.60m to 33.70m 1 No thin bed of orangish brown very silty fine sand","","" +"DATA","G9","34.05","34.22","from 34.05m to 34.22m 1 No thin bed of sandy locally very sandy clay","","" +"DATA","G9","34.25","34.25","at 34.25m 1 No rounded medium gravel of brown flint","","" +"DATA","G9","34.38","35.20","from 34.38m orangish brown mottled bluish grey","","" +"DATA","G9","35.06","35.11","from 35.06m to 35.11m slightly gravelly. Gravel is rounded fine to coarse of brown flint","","" +"DATA","ST1","0.70","0.70","at approximately 0.70m orange netlon fencing","","" +"DATA","ST1","1.10","1.10","from 1.10m approximately 0.40m diameter reinforced concrete pile","","" +"DATA","ST10","2.60","2.60","at 2.60m metal plate with raised edges","","" +"DATA","ST8","0.90","0.90","at 0.90m fibre optic cable casing and warning tape","","" + +"GROUP","DREM" +"HEADING","LOCA_ID","DREM_TOP","DREM_BASE","DREM_REM","FILE_FSET" +"UNIT","","m","m","","" +"TYPE","ID","2DP","2DP","X","X" +"DATA","EB1","3.60","4.80","Water added to assist drilling.","" +"DATA","EB2","2.00","3.00","Bentonite seal.","" +"DATA","EB2","5.00","13.20","Water added to assist drilling.","" +"DATA","EB3A","4.00","4.00","Contamination encountered? hole suspended.","" +"DATA","EB3A","5.00","6.00","Bentonite seal.","" +"DATA","EB3A","6.00","13.10","Water added to assist drilling.","" +"DATA","EB4","6.10","10.40","Water added to assist drilling.","" +"DATA","EB6","3.20","4.20","Bentonite seal.","" +"DATA","ET32","1.45","1.45","Slow seepage of water.","" +"DATA","ET5","0.75","0.75","Concrete.","" +"DATA","ET7","0.35","0.35","BT cable encountered.","" +"DATA","G10A","17.70","19.20","Bentonite seal.","" +"DATA","G10A","19.20","19.20","Attempted falling head test - failed due to inadequate seal in borehole with casing.","" +"DATA","G11A","6.00","6.00","Falling head test.","" +"DATA","G11A","10.00","10.00","Falling head test.","" +"DATA","G11A","10.00","11.00","Bentonite seal.","" +"DATA","G11A","16.00","16.00","Falling head test.","" +"DATA","G12","6.50","7.50","Bentonite seal.","" +"DATA","G15","7.90","10.00","Water added to assist drilling.","" +"DATA","G15","10.00","10.00","Falling head test.","" +"DATA","G15","12.00","12.00","Falling head test.","" +"DATA","G16","6.60","10.70","Water added to assist drilling.","" +"DATA","G16","19.00","20.00","Install bentonite seal.","" +"DATA","G16","22.70","30.00","Water added to assist drilling.","" +"DATA","G17","2.30","2.60","Slow progress due to Concrete / Wood for 40 minutes from 12:40","" +"DATA","G18","4.70","7.60","Water added to assist drilling.","" +"DATA","G19","0.53","0.73","Brick wall.","" +"DATA","G19","0.73","","Concrete slab.","" +"DATA","G19B","9.00","10.00","Bentonite seal.","" +"DATA","G1B","4.40","9.00","Water added to assist drilling.","" +"DATA","G1B","17.90","25.00","Water added to assist drilling.","" +"DATA","G1B","18.00","19.00","Bentonite seal.","" +"DATA","G2","4.70","6.50","Water added to assist drilling.","" +"DATA","G20","18.00","20.00","Bentonite seal.","" +"DATA","G21","1.15","1.15","Concrete slab.","" +"DATA","G22","1.20","","UXO Test performed.","" +"DATA","G22","3.00","","UXO Test performed.","" +"DATA","G22","5.00","","UXO Test performed.","" +"DATA","G23","4.50","5.50","Bentonite seal.","" +"DATA","G25","0.50","0.50","Concrete obstruction with cable. Pit widened.","" +"DATA","G27","0.50","0.50","2 No plastic pipes encountered.","" +"DATA","G27A","1.20","8.70","Water added to assist boring.","" +"DATA","G5","4.00","12.00","Water added to assist drilling.","" +"DATA","G6","5.10","20.00","Water added to assist drilling.","" +"DATA","G6","14.00","15.00","Bentonite seal.","" +"DATA","G7","14.20","16.20","Bentonite seal.","" +"DATA","G8","6.70","14.00","Water added to assist drilling.","" +"DATA","G8","15.40","16.40","Bentonite seal.","" +"DATA","G9","0.95","0.95","Geotextile membrane.","" +"DATA","G9","1.25","1.25","60mm concrete slab.","" +"DATA","G9","1.25","1.31","60mm concrete slab.","" +"DATA","ST8","0.90","0.90","Fibre optic cable running NW/SE.","" + +"GROUP","FLSH" +"HEADING","LOCA_ID","FLSH_TOP","FLSH_BASE","FLSH_TYPE","FLSH_RETN","FLSH_RETX","FLSH_COL","FLSH_REM","FILE_FSET" +"UNIT","","m","m","","%","%","","","" +"TYPE","ID","2DP","2DP","PA","0DP","0DP","X","X","X" +"DATA","G11A","18.50","19.25","WATER MUD","85","","Grey","","" +"DATA","G11A","19.25","20.75","WATER MUD","90","","Grey","","" +"DATA","G11A","20.75","22.25","WATER MUD","60","","Grey","","" +"DATA","G11A","22.25","24.00","WATER MUD","75","","Grey","","" +"DATA","G11A","22.25","28.00","WATER MUD","75","","Grey","","" +"DATA","G11A","24.00","25.00","WATER MUD","0","","NA","","" +"DATA","G11A","25.00","28.00","WATER MUD","75","","Grey","","" +"DATA","G11A","28.00","28.50","MUD","80","","Grey","","" +"DATA","G11A","28.50","30.00","MUD","85","","Grey","","" +"DATA","G11A","30.00","31.50","MUD","90","","Grey","","" +"DATA","G11A","31.50","33.50","MUD","90","","Grey/Green","","" +"DATA","G11A","31.50","35.00","WATER MUD","90","","Grey/Green","","" +"DATA","G11A","33.50","35.00","MUD","90","","Green","","" +"DATA","G15","13.60","20.60","MUD","90","","Grey","","" +"DATA","G15","20.60","23.40","MUD","80","","Grey","","" +"DATA","G15","23.40","25.40","MUD","75","","Grey","","" +"DATA","G15","25.40","26.20","MUD","80","","Grey","","" +"DATA","G15","26.20","27.20","MUD","75","","Grey","","" +"DATA","G15","27.20","28.20","MUD","80","","Grey","","" +"DATA","G15","28.20","28.70","MUD","70","","Grey","","" +"DATA","G15","28.70","29.30","MUD","75","","Grey","","" +"DATA","G15","29.30","38.50","MUD","80","","Grey","","" +"DATA","G15","33.00","36.00","MUD","80","","Grey","","" +"DATA","G17","11.70","13.60","MUD","90","","Grey","","" +"DATA","G17","13.60","14.00","MUD","60","","Grey","","" +"DATA","G17","14.00","14.85","MUD","75","","Grey","","" +"DATA","G17","14.85","15.05","MUD","90","","Grey","","" +"DATA","G9","18.00","19.00","MUD","95","","Grey","","" +"DATA","G9","19.00","20.20","MUD","35","","Grey","","" +"DATA","G9","20.20","20.50","MUD","30","","Grey","","" +"DATA","G9","20.50","21.50","MUD","0","","NA","","" +"DATA","G9","21.50","22.00","MUD","20","","Grey","","" +"DATA","G9","22.00","23.00","MUD","80","","Grey","","" +"DATA","G9","23.00","24.00","MUD","75","","Grey","","" +"DATA","G9","24.00","26.00","MUD","60","","Grey","","" +"DATA","G9","26.00","27.00","MUD","30","","Grey","","" +"DATA","G9","27.00","29.30","MUD","90","","Grey","","" +"DATA","G9","29.30","29.65","MUD","80","","Grey","","" +"DATA","G9","29.65","30.65","MUD","60","","Grey","","" +"DATA","G9","30.65","32.00","MUD","80","","Grey","","" +"DATA","G9","32.00","32.70","MUD","90","","Grey","","" +"DATA","G9","32.70","35.20","MUD","80","","Grey","","" + +"GROUP","FRAC" +"HEADING","LOCA_ID","FRAC_FROM","FRAC_TO","FRAC_SET","FRAC_IMAX","FRAC_IAVE","FRAC_IMIN","FRAC_FI","FRAC_REM","FILE_FSET" +"UNIT","","m","m","","mm","mm","mm","","","" +"TYPE","ID","2DP","2DP","X","XN","XN","XN","XN","X","X" +"DATA","G11A","18.50","30.88","","","","NA","","","" +"DATA","G11A","30.88","31.39","","","","NI","","","" +"DATA","G11A","31.39","31.90","","90","40","10","","","" +"DATA","G11A","31.90","35.00","","","","NA","","","" +"DATA","G15","13.60","38.50","","","","NA","","","" +"DATA","G9","18.00","35.20","","","","NA","","","" + +"GROUP","GCHM" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","GCHM_CODE","GCHM_METH","GCHM_TTYP","GCHM_RESL","GCHM_UNIT","GCHM_NAME","SPEC_DESC","SPEC_PREP","GCHM_REM","GCHM_LAB","GCHM_CRED","TEST_STAT","FILE_FSET","GCHM_RTXT","GCHM_DLM" +"UNIT","","m","","","","","m","","","","","","","","","","","","","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","PA","X","PA","U","PA","X","X","X","X","X","X","X","X","X","U" +"DATA","ET6","2.50","10","B","","TM243_11194857","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","8.90","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","ET6","2.50","10","B","","TM243_11194857","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","4.52","g/l","Nitrate","","Building Research Est Anion Extn","","ALcontrol","","Authorised","","","" +"DATA","ET6","2.50","10","B","","TM282_11194857","","WMG","Extraction of Magnesium by BRE Method","SOLID_21 WATER EXTRACT","","g/l","Magnesium (BRE)","","","Result is <8","ALcontrol","","Authorised","","","" +"DATA","ET6","2.50","10","B","","TM243_11194857","","WS","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","61.90","g/l","Soluble Sulphate 2:1 extract as SO4 BRE","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","ET6","2.50","10","B","","TM133_11194857","","PH","Determination of pH in Soil and Water using the GLpH pH Meter","SOLID_21 WATER EXTRACT","8.27","pH Units","pH","","Anion Extraction","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G10A","12.00","33","D","SEN1150109006","TM243_11194854","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","63.30","g/l","Chloride","","","","ALcontrol","UKAS","Authorised","","","" +"DATA","G10A","12.00","33","D","SEN1150109006","TM243_11194854","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","13.00","g/l","Nitrate","","Building Research Est Anion Extn","","ALcontrol","","Authorised","","","" +"DATA","G10A","12.00","33","D","SEN1150109006","TM282_11194854","","WMG","Extraction of Magnesium by BRE Method","SOLID_21 WATER EXTRACT","","g/l","Magnesium (BRE)","","","Result is <8","ALcontrol","","Authorised","","","" +"DATA","G10A","12.00","33","D","SEN1150109006","TM243_11194854","","WS","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","355.00","g/l","Soluble Sulphate 2:1 extract as SO4 BRE","","","","ALcontrol","UKAS","Authorised","","","" +"DATA","G10A","12.00","33","D","SEN1150109006","TM133_11194854","","PH","Determination of pH in Soil and Water using the GLpH pH Meter","SOLID_21 WATER EXTRACT","6.63","pH Units","pH","","Anion Extraction","","ALcontrol","UKAS","Authorised","","","" +"DATA","G10A","2.20","6","D","SEN1150106006","TM243_11000436","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","22.70","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G10A","2.20","6","D","SEN1150106006","TM243_11000436","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","41.30","g/l","Nitrate","","Building Research Est Anion Extn","","ALcontrol","","Authorised","","","" +"DATA","G10A","2.20","6","D","SEN1150106006","TM282_11000436","","WMG","Extraction of Magnesium by BRE Method","SOLID_21 WATER EXTRACT","","g/l","Magnesium (BRE)","","","Result is <8","ALcontrol","","Authorised","","","" +"DATA","G10A","2.20","6","D","SEN1150106006","TM243_11000436","","WS","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","1520.00","g/l","Soluble Sulphate 2:1 extract as SO4 BRE","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G10A","2.20","6","D","SEN1150106006","TM133_11000436","","PH","Determination of pH in Soil and Water using the GLpH pH Meter","SOLID_21 WATER EXTRACT","9.67","pH Units","pH","","Anion Extraction","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G10A","25.00","72","D","SEN1150114016","TM221_11000437","","AS","Determination of Acid extractable Sulphate in Soils by IRIS Emission Spectrometer","SOLID_ACID EXTRACT","0.37","%","Sulphate, acid soluble (total)","","","","ALcontrol","","Authorised","","","" +"DATA","G10A","25.00","72","D","SEN1150114016","TM132_11000437","","TS","ELTRA CS800 Operators Guide","SOLID_TOTAL","1.21","%","Sulphur","","None","","ALcontrol","UKAS","Authorised","","","" +"DATA","G10A","25.00","72","D","SEN1150114016","TM243_11000437","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","286.00","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G10A","25.00","72","D","SEN1150114016","TM243_11000437","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","","g/l","Nitrate","","Building Research Est Anion Extn","Result is <0.3","ALcontrol","","Authorised","","","" +"DATA","G10A","25.00","72","D","SEN1150114016","TM282_11000437","","WMG","Extraction of Magnesium by BRE Method","SOLID_21 WATER EXTRACT","47.10","g/l","Magnesium (BRE)","","","","ALcontrol","","Authorised","","","" +"DATA","G10A","25.00","72","D","SEN1150114016","TM243_11000437","","WS","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","1020.00","g/l","Soluble Sulphate 2:1 extract as SO4 BRE","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G10A","25.00","72","D","SEN1150114016","TM133_11000437","","PH","Determination of pH in Soil and Water using the GLpH pH Meter","SOLID_21 WATER EXTRACT","7.66","pH Units","pH","","Anion Extraction","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G10A","29.00","83","D","","TM221_11000438","","AS","Determination of Acid extractable Sulphate in Soils by IRIS Emission Spectrometer","SOLID_ACID EXTRACT","0.11","%","Sulphate, acid soluble (total)","","","","ALcontrol","","Authorised","","","" +"DATA","G10A","29.00","83","D","","TM132_11000438","","TS","ELTRA CS800 Operators Guide","SOLID_TOTAL","0.40","%","Sulphur","","None","","ALcontrol","UKAS","Authorised","","","" +"DATA","G10A","29.00","83","D","","TM243_11000438","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","199.00","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G10A","29.00","83","D","","TM243_11000438","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","","g/l","Nitrate","","Building Research Est Anion Extn","Result is <0.3","ALcontrol","","Authorised","","","" +"DATA","G10A","29.00","83","D","","TM282_11000438","","WMG","Extraction of Magnesium by BRE Method","SOLID_21 WATER EXTRACT","","g/l","Magnesium (BRE)","","","Result is <8","ALcontrol","","Authorised","","","" +"DATA","G10A","29.00","83","D","","TM243_11000438","","WS","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","127.00","g/l","Soluble Sulphate 2:1 extract as SO4 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using the GLpH pH Meter","SOLID_21 WATER EXTRACT","6.69","pH Units","pH","","Anion Extraction","","ALcontrol","UKAS","Authorised","","","" +"DATA","G9","16.10","45","D","","TM221_11000462","","AS","Determination of Acid extractable Sulphate in Soils by IRIS Emission Spectrometer","SOLID_ACID EXTRACT","0.27","%","Sulphate, acid soluble (total)","","","","ALcontrol","","Authorised","","","" +"DATA","G9","16.10","45","D","","TM132_11000462","","TS","ELTRA CS800 Operators Guide","SOLID_TOTAL","0.63","%","Sulphur","","None","","ALcontrol","UKAS","Authorised","","","" +"DATA","G9","16.10","45","D","","TM243_11000462","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","253.00","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","16.10","45","D","","TM243_11000462","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","0.92","g/l","Nitrate","","Building Research Est Anion Extn","","ALcontrol","","Authorised","","","" 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Operators Guide","SOLID_TOTAL","0.39","%","Sulphur","","None","","ALcontrol","UKAS","Authorised","","","" +"DATA","G9","26.00","59","D","","TM243_11026669","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","132.00","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","26.00","59","D","","TM243_11026669","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","1.07","g/l","Nitrate","","Building Research Est Anion Extn","","ALcontrol","","Authorised","","","" +"DATA","G9","26.00","59","D","","TM282_11026669","","WMG","Extraction of Magnesium by BRE Method","SOLID_21 WATER EXTRACT","18.10","g/l","Magnesium (BRE)","","","","ALcontrol","","Authorised","","","" +"DATA","G9","26.00","59","D","","TM243_11026669","","WS","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","605.00","g/l","Soluble Sulphate 2:1 extract as SO4 BRE","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","26.00","59","D","","TM133_11026669","","PH","Determination of pH in Soil and Water using the GLpH pH Meter","SOLID_21 WATER EXTRACT","7.01","pH Units","pH","","Anion Extraction","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","29.65","63","D","","TM221_11026667","","AS","Determination of Acid extractable Sulphate in Soils by IRIS Emission Spectrometer","SOLID_ACID EXTRACT","0.58","%","Sulphate, acid soluble (total)","","","","ALcontrol","","Authorised","","","" +"DATA","G9","29.65","63","D","","TM132_11026667","","TS","ELTRA CS800 Operators Guide","SOLID_TOTAL","0.78","%","Sulphur","","None","","ALcontrol","UKAS","Authorised","","","" +"DATA","G9","29.65","63","D","","TM243_11026667","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","242.00","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","29.65","63","D","","TM243_11026667","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER 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(total)","","","","ALcontrol","","Authorised","","","" +"DATA","G9","31.50","67","D","","TM132_11026668","","TS","ELTRA CS800 Operators Guide","SOLID_TOTAL","0.06","%","Sulphur","","None","","ALcontrol","UKAS","Authorised","","","" +"DATA","G9","31.50","67","D","","TM243_11026668","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","20.60","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","31.50","67","D","","TM243_11026668","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","4.72","g/l","Nitrate","","Building Research Est Anion Extn","","ALcontrol","","Authorised","","","" +"DATA","G9","31.50","67","D","","TM282_11026668","","WMG","Extraction of Magnesium by BRE Method","SOLID_21 WATER EXTRACT","","g/l","Magnesium (BRE)","","","Result is <8","ALcontrol","","Authorised","","","" +"DATA","G9","31.50","67","D","","TM243_11026668","","WS","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","98.50","g/l","Soluble Sulphate 2:1 extract as SO4 BRE","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","31.50","67","D","","TM133_11026668","","PH","Determination of pH in Soil and Water using the GLpH pH Meter","SOLID_21 WATER EXTRACT","8.63","pH Units","pH","","Anion Extraction","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","35.20","73","D","","TM221_11026671","","AS","Determination of Acid extractable Sulphate in Soils by IRIS Emission Spectrometer","SOLID_ACID EXTRACT","","%","Sulphate, acid soluble (total)","","","Result is <0.02","ALcontrol","","Authorised","","","" +"DATA","G9","35.20","73","D","","TM132_11026671","","TS","ELTRA CS800 Operators Guide","SOLID_TOTAL","0.03","%","Sulphur","","None","","ALcontrol","UKAS","Authorised","","","" +"DATA","G9","35.20","73","D","","TM243_11026671","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","8.50","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","35.20","73","D","","TM243_11026671","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","3.48","g/l","Nitrate","","Building Research Est Anion Extn","","ALcontrol","","Authorised","","","" +"DATA","G9","35.20","73","D","","TM282_11026671","","WMG","Extraction of Magnesium by BRE Method","SOLID_21 WATER EXTRACT","","g/l","Magnesium (BRE)","","","Result is <8","ALcontrol","","Authorised","","","" +"DATA","G9","35.20","73","D","","TM243_11026671","","WS","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","20.00","g/l","Soluble Sulphate 2:1 extract as SO4 BRE","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","35.20","73","D","","TM133_11026671","","PH","Determination of pH in Soil and Water using the GLpH pH Meter","SOLID_21 WATER EXTRACT","8.88","pH Units","pH","","Anion Extraction","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","1.50","8","D","","TM243_11000459","","CL","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","32.60","g/l","Chloride","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","1.50","8","D","","TM243_11000459","","NO3","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","76.50","g/l","Nitrate","","Building Research Est Anion Extn","","ALcontrol","","Authorised","","","" +"DATA","G9","1.50","8","D","","TM282_11000459","","WMG","Extraction of Magnesium by BRE Method","SOLID_21 WATER EXTRACT","","g/l","Magnesium (BRE)","","","Result is <8","ALcontrol","","Authorised","","","" +"DATA","G9","1.50","8","D","","TM243_11000459","","WS","Mixed Anions In Soils By Kone","SOLID_21 WATER EXTRACT","898.00","g/l","Soluble Sulphate 2:1 extract as SO4 BRE","","","","ALcontrol","UKAS_MCERTS","Authorised","","","" +"DATA","G9","1.50","8","D","","TM133_11000459","","PH","Determination of pH in Soil and Water using the GLpH pH Meter","SOLID_21 WATER EXTRACT","8.27","pH Units","pH","","Anion Extraction","","ALcontrol","UKAS_MCERTS","Authorised","","","" + +"GROUP","GEOL" +"HEADING","LOCA_ID","GEOL_TOP","GEOL_BASE","GEOL_DESC","GEOL_LEG","GEOL_GEOL","GEOL_GEO2","GEOL_STAT","GEOL_BGS","GEOL_FORM","GEOL_REM","FILE_FSET","GEOL_GEO3" +"UNIT","","m","m","","","","","","","","","","" +"TYPE","ID","2DP","2DP","X","PA","PA","PA","X","PA","X","X","X","PA" +"DATA","EB1","0.00","1.00","MADE GROUND: Firm brown sandy gravelly clay. Gravel sized fragments are subangular fine to medium of brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB1","1.00","3.00","MADE GROUND: Firm brown sandy clay. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB1","3.00","3.30","MADE GROUND: Firm dark brown with patches of black ashy sandy gravelly clay. Gravel sized fragments are angular to subangular fine to coarse of brick, concrete and timber. Timber fragments are 60mm x 20mm x 20mm. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB1","3.30","3.60","MADE GROUND: Concrete.","102","MG","","","","","","","" +"DATA","EB1","3.60","10.20","Loose to medium dense dark grey, brown and white very sandy GRAVEL. Gravel is subrounded to rounded fine to coarse of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","EB1","10.20","11.00","Firm grey silty sandy CLAY. Sand is fine.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","EB1","11.00","12.00","Stiff grey sandy CLAY. Sand is fine.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","EB1","12.00","15.45","Stiff grey slightly sandy CLAY. Sand is fine.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","EB2","0.00","0.20","MADE GROUND: Tarmacadam (asphalt).","102","HS","","","","","","","" +"DATA","EB2","0.20","0.70","MADE GROUND: Soft black/dark grey very gravelly clay. Gravel sized fragments are angular to subrounded fine to coarse of coal, clinker, brick and ash.","102","MG","","","","","","","" +"DATA","EB2","0.70","1.20","MADE GROUND: Soft to firm black mottled dark grey and cream gravelly sandy clay. Gravel sized fragments are angular to subangular fine to coarse of coal, clinker, pot ash, brick and coke. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB2","1.20","3.70","MADE GROUND: Firm brown/grey sandy gravelly clay. Gravel sized fragments are angular to subrounded fine to coarse of brick, clinker and coke. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB2","3.70","4.50","Firm brown/grey slightly sandy CLAY. Sand is fine to coarse. Black/brown organic peat comprising wood and vegetable matter.","203","AL","","","","(ALLUVIUM)","","","" +"DATA","EB2","4.50","4.90","Brown very gravelly fine to coarse SAND. Gravel is fine to medium subangular to subrounded of flint.","404","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","EB2","4.90","5.00","Dark grey silty fine to coarse SAND.","403","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","EB2","5.00","13.20","Medium dense dark brown mottled grey and white very sandy angular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","EB2","13.20","15.20","Firm brownish grey CLAY.","201","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","EB2","15.20","15.60","Very dense brown and grey fine SAND with occasional shell fragments.","401","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","EB3","0.00","0.10","MADE GROUND: Block paving.","102","HS","","","","","","","" +"DATA","EB3","0.10","0.30","MADE GROUND: Grey subangular medium gravel sized fragments of brick and ballast.","102","MG","","","","","","","" +"DATA","EB3","0.30","1.00","MADE GROUND: Brown clayey sandy subangular to subrounded fine to coarse gravel size fragments of brick and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB3","1.00","2.00","MADE GROUND: Dense black clayey sandy ashy subangular to subrounded fine to coarse gravel size fragments of brick, flint and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB3A","0.00","0.05","MADE GROUND: Block paving.","102","HS","","","","","","","" +"DATA","EB3A","0.05","0.10","MADE GROUND: Yellow fine to coarse sand.","102","MG","","","","","","","" +"DATA","EB3A","0.10","1.00","MADE GROUND: Brown silty sandy angular to subrounded fine to coarse gravel size fragments of brick, flint, concrete, granite and rare ceramics. Occasional subangular cobble size fragments of concrete and brick.","102","MG","","","","","","","" +"DATA","EB3A","1.00","1.20","MADE GROUND: Black locally clayey gravelly fine to coarse sand. Gravel sized fragments are angular to subrounded fine to coarse of brick, concrete, flint, ceramics and rare possible ACM.","102","MG","","","","","","","" +"DATA","EB3A","1.20","3.30","MADE GROUND: Black locally clayey gravelly fine to coarse sand. Gravel sized fragments are subangular to subrounded fine to coarse of brick, flint, concrete, coal, slag and possible ACM. Occasional fine to coarse gravel sized pockets of grey and black clay. Hydrocarbon odour and black and brown tar staining.","102","MG","","","","","","","" +"DATA","EB3A","3.30","4.00","MADE GROUND: Grey and black locally stained brown slightly sandy slightly gravelly clayey silt. Frequent pockets of brown staining and low viscosity hydrocarbon/tar. Gravel sized fragments are subangular to subrounded fine to coarse of brick, slag and concrete. Strongly contaminated with hydrocarbons.","102","MG","","","","","","","" +"DATA","EB3A","4.00","4.80","PEAT. (Driller's description)","601","AL","","","","(ALLUVIUM)","","","" +"DATA","EB3A","4.80","5.70","Soft grey locally black slightly gravelly silty organic rich CLAY. Gravel is subangular to subrounded fine to coarse of flint. Occasional medium to coarse gravel sized pockets of peat.","208","AL","","","","(ALLUVIUM)","","","" +"DATA","EB3A","5.70","13.10","Medium dense multicoloured slightly silty very sandy subangular to subrounded fine to coarse gravel of flint and chert (locally with hydrocarbon contamination). Sand is fine to coarse.","520","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","EB3A","13.10","15.45","Stiff fissured thinly laminated brownish grey slightly sandy CLAY. Fissures are extremely closely to very closely spaced randomly orientated planar rough and smooth. Occasional thin partings of grey fine sand. Occasional patches of black staining on fissures. Rare fine to coarse sand sized selenite crystals. Frequent 2mm x 5mm burrows infilled with grey silt.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","EB4","0.00","0.55","MADE GROUND: Brown yellow sandy very gravelly clay with low cobble content. Gravel sized fragments are subangular fine to coarse of brick and concrete. Sand sized fragments are fine to coarse. Cobble sized fragments are subangular of brick.","102","MG","","","","","","","" +"DATA","EB4","0.55","1.10","MADE GROUND: Dark brown clayey sandy subangular fine to coarse gravel sized fragments of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB4","1.10","2.50","MADE GROUND: Brown sandy gravelly clay. Gravel sized fragments are subangular fine to medium of brick, concrete and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB4","2.50","3.70","Firm brown mottled grey slightly sandy CLAY. Sand is fine to medium.","203","AL","","","","(ALLUVIUM)","","","" +"DATA","EB4","3.70","6.10","Soft brown very sandy CLAY. Sand is fine to coarse.","203","AL","","","","(ALLUVIUM)","","","" +"DATA","EB4","6.10","10.40","Medium dense dark grey, brown and white very sandy subangular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse predominantly coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","EB4","10.40","15.45","Stiff fissured grey CLAY. Fissures are closely spaced randomly orientated planar smooth.","201","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","EB5","0.00","0.30","TOPSOIL.","101","TOP","","","","","","","" +"DATA","EB5","0.30","1.00","MADE GROUND: Dark brown clayey sandy subangular to subrounded fine to coarse gravel size fragments of chert, concrete and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB5","1.00","1.50","MADE GROUND: Dark brown very clayey sandy subangular to subrounded fine to coarse gravel sized fragments of chert, concrete and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB5","1.50","3.50","MADE GROUND: Dark brown sandy silty very gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of chert, concrete and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB5","3.50","4.30","MADE GROUND; Dark grey silty very sandy subangular to subrounded fine to coarse gravel sized fragments of concrete, chert and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","EB5","4.30","6.00","MADE GROUND: Dark grey very sandy slightly silty subangular to subrounded fine to coarse gravel sized fragments of flint. Sand sized fragments are fine.","102","MG","","","","","","","" +"DATA","EB5","6.00","8.50","MADE GROUND: Dark grey silty clayey subangular to subrounded fine to coarse gravel sized fragments of concrete.","102","MG","","","","","","","" +"DATA","EB5","8.50","9.70","Very dense dark grey silty sandy subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","520","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","EB5","9.70","12.00","Soft dark grey slightly sandy slightly gravelly silty CLAY. Gravel is subangular to subrounded fine to medium of flint. Sand is fine.","211","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","EB5","12.00","15.00","Very stiff fissured thinly laminated dark grey slightly sandy silty CLAY with abundant fine to medium sand sized selenite crystals. Fissures are closely spaced randomly orientated. Sand is fine.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","EB6","0.00","0.30","MADE GROUND: Strong grey reinforced concrete.","102","HS","","","","","","","" +"DATA","EB6","0.30","2.10","MADE GROUND: Dark brown gravelly fine to coarse sand. Gravel sized fragments are angular to subrounded fine to medium occasionally coarse of brick, flint, concrete, tile and occasional ceramics, wood, plastic and glass.","102","MG","","","","","","","" +"DATA","EB6","2.10","3.30","MADE GROUND: Black and dark brown locally clayey gravelly fine to coarse sand. Gravel sized fragments are angular to subrounded fine to coarse of brick, flint, concrete, slag, clinker, occasional ceramics, wood, plastic and glass. Occasional fine to coarse gravel sized pockets of light brown clay.","102","MG","","","","","","","" +"DATA","EB6","3.30","4.50","MADE GROUND: Light brown and dark brown stained reddish brown slightly sandy gravelly clay. Gravel sized fragments are subangular fine to coarse of red brick and occasional flint. Locally occasional fine to coarse pockets of dark grey and black organic rich silty clay. Sand is fine to coarse.","102","MG","","","","(REWORKED ALLUVIUM)","","","" +"DATA","EB6","4.50","6.80","Soft dark grey speckled black thinly laminated sandy SILT/CLAY. Occasional 4mm x 20mm lenses of grey clay. Frequent partings of grey silty fine sand. Occasional fine to medium gravel sized pockets of black decaying organic matter.","302","AL","","","","(ALLUVIUM)","","","" +"DATA","EB6","6.80","11.20","Dense greyish brown fine to coarse SAND and subangular to rounded fine to coarse GRAVEL of brown, black, red and white flint.","430","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","EB6","11.20","15.00","Stiff fissured brownish grey slightly sandy CLAY. Fissures are extremely closely spaced randomly orientated planar rough and smooth. Frequent dustings of fine sand sized selenite crystals. Occasional fine to medium gravel sized pockets and thin partings of grey silty fine sand. Occasional <2mm x 20mm burrows infilled with grey silt.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","EB7","0.00","0.05","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","EB7","0.05","0.40","MADE GROUND: Dark brownish grey sandy clayey subangular to subrounded fine to coarse gravel size fragments of concrete, brick and flint.","102","MG","","","","","","","" +"DATA","EB7","0.40","2.60","MADE GROUND: Grey sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and flint.","102","MG","","","","","","","" +"DATA","ET1","0.00","1.40","MADE GROUND: Dark grey clayey sandy subangular to subrounded fine to coarse gravel size fragments of brick, metal and concrete with high cobble content. Cobble sized fragments are subangular to subrounded of concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET1","1.40","2.00","MADE GROUND: Yellow clayey very sandy subangular to subrounded fine to coarse gravel sized fragments of flint, concrete and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET1","2.00","3.00","MADE GROUND: Grey and red subangular to subrounded cobble sized fragments of bricks and concrete.","102","MG","","","","","","","" +"DATA","ET10","0.00","0.20","MADE GROUND: Asphalt.","102","HS","","","","","","","" +"DATA","ET10","0.20","0.40","MADE GROUND: Light brown sandy slightly clayey angular to subrounded fine to coarse gravel size fragments of brick, flint, sandstone, coke, coal, concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET10","0.40","1.20","MADE GROUND: Geo-net overlying dark grey/black sandy angular to subrounded fine to coarse gravel size fragments of brick, clinker, coke, coal and sandstone.","102","MG","","","","","","","" +"DATA","ET10","1.20","1.90","MADE GROUND: Orange/brown mottled black sandy angular to subangular fine to coarse gravel sized fragments of clinker, ferrous metal, coal, coke, brick and sandstone. Sand size fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET10","1.90","2.00","MADE GROUND: Off white/bluish white unstructured lime/chalk.","102","MG","","","","","","","" +"DATA","ET11","0.00","0.20","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","ET11","0.20","0.30","MADE GROUND: Light brown sandy slightly clayey angular to subrounded fine to coarse gravel size fragments of concrete, asphalt, brick and flint. With occasional subangular cobbles of concrete and brick.","102","MG","","","","","","","" +"DATA","ET11","0.30","1.90","MADE GROUND: Geo netting overlying dark grey/black sandy angular to subrounded fine to coarse gravel size fragments of brick, shell fragments, clinker, coke, coal, slate, sandstone, flint. With frequent subangular cobbles of brick and clinker.","102","MG","","","","","","","" +"DATA","ET11","1.90","2.00","MADE GROUND: Firm grey/off white sandy gravelly clay. Gravel sized fragments are angular to subrounded fine to coarse of brick, flint, clinker, ferrous metal. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET12","0.00","0.20","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","ET12","0.20","0.50","MADE GROUND: Brown gravelly fine to coarse sand. Gravel sized fragments are subangular to subrounded fine to coarse of flint and brick.","102","MG","","","","","","","" +"DATA","ET12","0.50","0.90","MADE GROUND: Brown sandy angular to subrounded fine to coarse gravel sized fragments of clinker, cement, concrete and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET12","0.90","1.90","MADE GROUND: Reddish brown very sandy angular to subrounded fine to coarse gravel sized fragments of clinker, coke, brick, ferrous metal, sandstone and coal. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET12","1.90","2.10","MADE GROUND: Reddish brown mottled white and blue sandy angular to subangular fine to coarse gravel sized fragments of lime, clinker, coke, coal and sandstone. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET12","2.10","3.40","MADE GROUND: Very soft black/dark grey sandy gravelly clay. Gravel sized fragments are angular to subrounded fine to coarse of clinker, coke and ferrous metal. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET12","3.40","4.20","MADE GROUND: Firm dark grey and dark green gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of coal and flint.","102","MG","","","","","","","" +"DATA","ET12","4.20","4.50","MADE GROUND: Dark brown mottled red peaty gravel sized fragments of rotting decaying timber.","102","MG","","","","(Possible MADE GROUND)","","","" +"DATA","ET14","0.00","0.10","MADE GROUND: Concrete.","102","HS","","","","","","","" +"DATA","ET14","0.10","0.20","MADE GROUND: Brown sandy angular to subrounded fine to coarse gravel sized fragments of flint and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET14","0.20","0.50","MADE GROUND: Soft dark green sandy gravelly clay. With occasional cobbles and boulders of concrete and brick. Gravel sized fragments are angular to subrounded fine to coarse of brick sand flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET14","0.50","1.00","MADE GROUND: Brown sandy clayey angular to subrounded fine to coarse gravel and cobbles size fragments of brick, ceramics, concrete, slate and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET14","1.00","1.80","MADE GROUND: Brown sandy clayey angular to subrounded fine to coarse gravel and cobbles size fragments of brick, ceramics, concrete, slate and flint. Sand sized fragments are fine to coarse. With cobble and boulder sized timbers.","102","MG","","","","","","","" +"DATA","ET14A","0.00","0.10","MADE GROUND: Concrete.","102","HS","","","","","","","" +"DATA","ET14A","0.10","0.20","MADE GROUND: Brown sandy angular to subrounded fine to coarse gravel sized fragments of flint and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET14A","0.20","0.50","MADE GROUND: Soft dark green sandy gravelly clay. With occasional subangular cobbles and boulder of concrete and brick. Gravel sized fragments are angular to subrounded fine to coarse of brick sand flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET14A","0.50","1.00","MADE GROUND: Brown sandy clayey angular to subrounded fine to coarse gravel and cobbles of brick, ceramics, concrete, slate and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET14A","1.00","1.80","MADE GROUND: Brown sandy clayey angular to subrounded fine to coarse gravel and cobbles size fragments of brick, ceramics, concrete, slate and flint. Sand sized fragments are fine to coarse. With cobble and boulder sized timbers.","102","MG","","","","","","","" +"DATA","ET16","0.00","0.10","MADE GROUND: Concrete.","102","HS","","","","","","","" +"DATA","ET16","0.10","0.30","MADE GROUND: Dark brown sandy clayey angular to subrounded fine to coarse gravel size fragments of brick, concrete, flint, ceramic and timber.","102","MG","","","","","","","" +"DATA","ET16","0.30","0.50","MADE GROUND: Very dark grey/black sandy slightly gravelly silt/clay. Gravel sized fragments are angular to subrounded fine to coarse of brick and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET16","0.50","1.30","Soft dark grey/black sandy SILT/CLAY. Sand is fine to coarse. Olfactory aroma of possible hydrocarbons detected.","302","AL","","","","(Possible ALLUVIUM)","","","" +"DATA","ET16","1.30","4.50","Soft dark green mottled grey silty CLAY.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","ET17","0.00","1.40","MADE GROUND: Brown gravelly sandy clayey angular to subrounded fine to coarse cobbles of brick, sandstone, clinker, metal, timber and flint. Gravel sized fragments are angular to subrounded fine to coarse of brick, clinker, cloth, metal, timber and flint. Sand sized fragments are fine to coarse. Occasional boulders of concrete and brick.","102","MG","","","","","","","" +"DATA","ET17","1.40","1.80","MADE GROUND: Brown very sandy cobbly angular to subrounded medium to coarse gravel size fragments of flint, brick, sandstone and clinker. Cobbles are subangular to subrounded fine to coarse of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET17","1.80","3.20","MADE GROUND: Firm green/brown sandy gravelly clay. Gravel sized fragments are angular to subangular fine to coarse of slate, flint, brick, sandstone, metal, clinker, plastic and ceramic. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET18","0.00","0.30","MADE GROUND: Reinforced concrete.","102","HS","","","","","","","" +"DATA","ET18","0.30","1.90","MADE GROUND: Black/brown sandy gravelly angular to subrounded cobbles of concrete and brick. Gravel sized fragments are angular to subrounded fine to coarse of concrete, brick, metal and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET18","1.90","2.00","MADE GROUND: Black/brown sandy angular to subangular gravel size fragments of slate, flint, clinker, coke, metal, plastic and flint.","102","MG","","","","","","","" +"DATA","ET18","2.00","3.00","MADE GROUND: Brown firm sandy gravelly clay. Gravel sized fragments are angular to subangular fine to coarse of brick, concrete, limestone, flint and metal. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET18","3.00","4.50","MADE GROUND: Firm black sandy gravelly clay. Gravel sized fragments are angular to subrounded fine to coarse of brick, flint, sandstone, limestone, clinker, metal, plastic and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET19","0.00","0.30","MADE GROUND: Screed.","102","HS","","","","","","","" +"DATA","ET19","0.30","0.40","MADE GROUND: Reinforced concrete. Metal pipe 20mm diameter between screed and concrete pad.","102","MG","","","","","","","" +"DATA","ET19","0.40","0.80","MADE GROUND: Firm brown very gravelly sandy clay. Gravel sized fragments are angular to subangular fine to coarse of concrete, brick, sandstone, clinker, metal, flint and timber. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET19","0.80","1.00","MADE GROUND: Firm brown gravelly sandy clay. Gravel sized fragments are angular to subrounded fine to coarse of brick, flint and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET19","1.00","1.90","Firm brown mottled orange sandy firm CLAY. Sand is fine to coarse.","203","AL","","","","(ALLUVIUM)","","","" +"DATA","ET19","1.90","4.10","Soft dark grey mottled green and black laminated highly organic SILT/CLAY. Organic aroma detected.","302","AL","","","","(ALLUVIUM)","","","" +"DATA","ET2","0.00","2.00","MADE GROUND: Soft dark brown sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of concrete, flint and brick. Sand sized fragments are fine to coarse. High organic content.","102","MG","","","","","","","" +"DATA","ET20","0.00","0.30","MADE GROUND: Reinforced concrete.","102","HS","","","","","","","" +"DATA","ET20","0.30","1.90","MADE GROUND: Dark brown very sandy clayey gravelly angular to subangular fine to coarse cobbles of concrete, brick, metal and flint. Gravel sized fragments are angular to subrounded fine to coarse of brick, concrete, flint, timber and metal. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET20","1.90","2.60","MADE GROUND: Dark grey/black sandy clayey angular to subangular fine to coarse gravel size fragments of flint, slate, brick, concrete, clinker and plastic. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET20","2.60","3.10","MADE GROUND: Soft grey/black gravelly sandy very clay. Gravel sized fragments are angular to subrounded fine to coarse of flint, brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET23","0.00","0.30","MADE GROUND: Reinforced concrete.","102","HS","","","","","","","" +"DATA","ET23","0.30","1.15","MADE GROUND: Dark brown gravelly clayey fine to coarse sand with occasional subangular cobbles sized fragments of concrete. Gravel sized fragments are angular to subangular fine to coarse of concrete, flint and brick. Water seepage at 0.30m. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET23","1.15","1.45","MADE GROUND: Grey and red subangular cobble and boulder sized fragments of brick and concrete.","102","MG","","","","","","","" +"DATA","ET23","1.45","2.00","MADE GROUND: Clayey sandy angular to subangular fine to coarse gravel sized fragments of concrete and brick with occasional subangular cobbles of concrete and brick.","102","MG","","","","","","","" +"DATA","ET23","2.00","3.00","MADE GROUND: Grey black gravelly sandy clay. Gravel sized fragments are angular to subangular fine to coarse. With occasional large pockets of clay. Fragment of asbestos.","102","MG","","","","","","","" +"DATA","ET23","3.00","3.50","MADE GROUND: Firm green grey sandy gravelly clay. Gravel sized fragments are angular to subangular fine to medium of concrete and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET23","3.50","4.00","Soft green grey sandy CLAY . Sand is coarse.","203","AL","","","","(Possible ALLUVIUM)","","","" +"DATA","ET24","0.00","0.15","MADE GROUND: Black tarmacadam.","102","HS","","","","","","","" +"DATA","ET24","0.15","0.80","MADE GROUND: Brownish grey slightly clayey fine to coarse sand and subangular to subrounded fine to coarse gravel sized fragments of brick, concrete and flint.","102","MG","","","","","","","" +"DATA","ET24","0.80","2.00","MADE GROUND: Brownish grey sandy gravelly clay with low cobble content and rare boulders. Gravel and cobble sized fragments are subangular to subrounded fine to coarse of brick and concrete. Boulder sized fragments are subangular of concrete.","102","MG","","","","","","","" +"DATA","ET27","0.00","0.30","MADE GROUND: Dark brown slightly clayey sandy subangular to subrounded fine to coarse gravel sized fragments of concrete, brick and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET27","0.30","0.45","MADE GROUND: Concrete slab.","102","HS","","","","","","","" +"DATA","ET27","0.45","0.55","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","ET27","0.55","1.40","MADE GROUND: Yellowish orange sandy subangular to subrounded fine gravel with high cobble content. Cobble sized fragments are subangular to subrounded of brick. Gravel sized fragments are to coarse of brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET27","1.40","1.50","MADE GROUND: Black angular to subrounded fine to coarse gravel of clinker.","102","MG","","","","","","","" +"DATA","ET27","1.50","1.60","MADE GROUND: Grey sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET28","0.00","0.30","MADE GROUND: Dark brown sandy clayey gravel. Gravel sized fragments are subangular to subrounded fine to coarse of timber, brick, concrete and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET28","0.30","0.40","MADE GROUND: Concrete slab.","102","MG","","","","","","","" +"DATA","ET28","0.40","0.50","MADE GROUND: Dark brown sandy clayey subangular to subrounded fine to coarse gravel sized fragments of timber, brick, concrete and flint, Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET28","0.50","1.50","MADE GROUND: Dark brown sandy clayey subangular to subrounded fine to coarse gravel sized fragments of timber, brick, concrete, metal and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET28","1.50","2.00","MADE GROUND: Dark grey sandy very clayey subangular to subrounded fine to coarse gravel sized fragments of flint, metal, brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET28","2.00","2.50","Yellow sandy clayey subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","509","AL","","","","(Possible ALLUVIUM)","","","" +"DATA","ET28","2.50","3.50","Soft to firm dark grey sandy CLAY. Sand is fine to coarse.","203","AL","","","","","","","" +"DATA","ET29","0.00","0.15","MADE GROUND: Concrete and brick.","102","MG","","","","","","","" +"DATA","ET29","0.15","1.10","MADE GROUND: Black gravelly fine to coarse sand. Gravel sized fragments are subangular to subrounded fine to coarse of brick and concrete.","102","MG","","","","(FILL)","","","" +"DATA","ET29","1.10","3.70","MADE GROUND: Brownish grey sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of concrete, brick and flint. Sand sized fragments are fine to coarse.","102","MG","","","","(REWORKED)","","","" +"DATA","ET29","3.70","4.00","MADE GROUND: Loose wet bluish grey sandy clayey subangular to subrounded fine to coarse GRAVEL.","102","MG","","","","(Possible MADE GROUND)","","","" +"DATA","ET3","0.00","1.00","MADE GROUND: Yellow and brown very sandy subangular to subrounded fine to coarse gravel sized fragments of concrete with high cobble content. Cobble sized fragments are subangular to subrounded of concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET3","1.00","3.00","MADE GROUND: Grey subangular to subrounded cobble sized fragments of concrete.","102","MG","","","","","","","" +"DATA","ET30","0.00","0.50","MADE GROUND: Dark grey ashy sandy clayey subangular to subrounded fine to coarse gravel sized fragments of wood, metal, brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET30","0.50","1.50","MADE GROUND: Dark brown/grey sandy very clayey subangular to subrounded fine to coarse gravel sized fragments of wood, metal, brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET30","1.50","3.00","MADE GROUND: Firm dark brown sandy very gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of wood, brick, metal, flint and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET31","0.00","0.10","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","ET31","0.10","0.65","MADE GROUND: Dark brownish grey sandy clayey subangular to subrounded fine to coarse gravel of brick and concrete with medium content of cobbles. Cobble sized fragments are subangular to subrounded of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET31","0.65","3.30","MADE GROUND: Dark brownish grey sandy gravelly clay with medium cobble content. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and flint. Cobble sized fragments are subangular to subrounded of brick and concrete.","102","MG","","","","","","","" +"DATA","ET32","0.00","0.05","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","ET32","0.05","0.60","MADE GROUND: Dark brownish grey sandy clayey subangular to subrounded fine to coarse gravel of brick, concrete and flint. Sand is fine to coarse.","102","MG","","","","","","","" +"DATA","ET32","0.60","4.80","MADE GROUND: Dark brownish grey sandy gravelly clay with medium cobble content. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and flint. Cobble sized fragments are subangular to subrounded brick and concrete. Sand sized fragments are fine to coarse","102","MG","","","","","","","" +"DATA","ET35","0.00","0.50","MADE GROUND: Reinforced concrete layers.","102","HS","","","","","","","" +"DATA","ET35","0.50","1.00","MADE GROUND: Reddish brown clayey sandy gravel with high cobble content. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and flint. Cobble sized fragments are subangular to subrounded of brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET35","1.00","4.00","Soft dark grey silty CLAY with abundant red stained rootlets.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","ET35","4.00","4.50","Firm dark brown clayey sandy fibrous PEAT. Sand is fine to coarse.","608","AL","","","","(ALLUVIUM)","","","" +"DATA","ET37","0.00","3.00","MADE GROUND: Dark brown locally clayey sandy to very sandy gravel with high cobble and boulder content. With frequent fragments of plastic pipe, metal cables, wire, rope and up to 1.00m x 0.10m x 0.10m metal. Gravel sized fragments are predominantly subangular medium to coarse of brick and concrete with occasional subangular to subrounded fine to coarse flint, clinker, wood and green crystalline slag (possible blue billy). Cobble sized fragments are subangular of brick and concrete. Boulder sized fragments are subangular of concrete.","102","MG","","","","","","","" +"DATA","ET38","0.00","3.20","MADE GROUND: Dark brown clayey sandy gravel with high cobble content and boulder content. Gravel sized fragments are subangular to subrounded fine to coarse of brick and concrete. Sand sized fragments are fine to coarse. Cobble sized fragments are subangular of brick and concrete. Boulder sized fragments are subangular of concrete.","102","MG","","","","","","","" +"DATA","ET4","0.00","1.00","MADE GROUND: Dark brown clayey sandy gravel with high cobble and boulder content. Gravel sized fragments are subangular to subrounded fine to coarse of concrete and brick. Cobble and boulder sized fragments are subangular to subrounded of concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET4","1.00","4.50","MADE GROUND: Soft reddish brown sandy gravelly clay with high fibrous peat content. Gravel sized fragments are fine to coarse subangular to subrounded of flint. Sand sized fragments are fine to coarse.","102","MG","","","","(Possible MADE GROUND)","","","" +"DATA","ET5","0.00","0.05","Grass over TOPSOIL.","101","TOP","","","","","","","" +"DATA","ET5","0.05","0.40","MADE GROUND: Pale brownish grey fine sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of flint, brick and concrete.","102","MG","","","","(FILL)","","","" +"DATA","ET5","0.40","0.75","MADE GROUND: Brown clayey fine to coarse sandy subangular to subrounded fine to coarse gravel of brick, flint and limestone with low cobble content. Cobble sized fragments are subangular to subrounded of brick.","102","MG","","","","(FILL)","","","" +"DATA","ET6","0.00","0.20","MADE GROUND: Paving comprising cobble sized granite sets.","102","HS","","","","","","","" +"DATA","ET6","0.20","0.60","MADE GROUND: Grey concrete.","102","HS","","","","","","","" +"DATA","ET6","0.60","1.00","MADE GROUND: Reddish brown clayey very sandy gravel. Gravel sized fragments are subangular to subrounded fine to coarse of brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET6","1.00","2.80","Soft reddish brown sandy clay. With abundant red stained rootlets. Sand sized fragments are fine to coarse.","203","AL","","","","(Possible ALLUVIUM)","","","" +"DATA","ET6","2.80","3.00","Dark brown clayey fibrous PEAT.","602","AL","","","","(ALLUVIUM)","","","" +"DATA","ET7","0.00","0.35","TOPSOIL: Turf (0.20m) overlying imported topsoil.","101","TOP","","","","","","","" +"DATA","ET8","0.00","0.10","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","ET8","0.10","0.30","MADE GROUND: Light brown sandy clayey angular to subrounded fine to coarse gravel of concrete, brick, asphalt, flint and sandstone.","102","MG","","","","","","","" +"DATA","ET8A","0.00","0.10","MADE GROUND: Black tarmacadam.","102","HS","","","","","","","" +"DATA","ET8A","0.10","0.60","MADE GROUND: Grey gravelly fine to coarse sand. Gravel sized fragments are subangular to subrounded fine to coarse of concrete, brick and flint.","102","MG","","","","","","","" +"DATA","ET8A","0.60","0.70","MADE GROUND: Concrete.","102","MG","","","","","","","" +"DATA","ET8A","0.70","0.90","MADE GROUND: Grey gravelly fine to coarse sand. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and flint.","102","MG","","","","","","","" +"DATA","ET8A","0.90","1.60","MADE GROUND: Black fine sand and angular to subangular fine to coarse gravel of ash and clinker.","102","MG","","","","","","","" +"DATA","ET8A","1.60","1.80","Grey silty sandy clay. Sand is fine to coarse.","207","AL","","","","(Possible ALLUVIUM)","","","" +"DATA","ET8A","1.80","1.95","Light grey sandy clay. (Atkins field note: Subangular coarse gravel sized fragment of unknown substance present). Sand sized fragments are fine to coarse. Slight hydrocarbon odour.","203","AL","","","","(Possible ALLUVIUM)","","","" +"DATA","ET8A","1.95","3.50","Firm grey slightly silty CLAY.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","ET9","0.00","0.20","MADE GROUND: Asphalt","102","HS","","","","","","","" +"DATA","ET9","0.20","0.50","MADE GROUND: Brown slightly gravelly fine to coarse sand. Gravel sized fragments are angular to subrounded fine to coarse of brick, clinker and flint.","102","MG","","","","","","","" +"DATA","ET9","0.50","2.10","MADE GROUND: Black/dark grey sandy angular to subrounded fine to coarse gravel sized fragments of coal, coke, ferrous metal, clinker, sandstone, brick and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ET9","2.10","2.50","MADE GROUND: White/light grey subangular to subrounded fine to coarse gravel sized fragments of limestone.","102","MG","","","","","","","" +"DATA","ET9","2.50","4.00","MADE GROUND: Soft light grey/dark grey gravelly clay. Gravel sized fragments are angular to subrounded fine to coarse of limestone, sandstone and flint.","102","MG","","","","","","","" +"DATA","G1","0.00","0.70","MADE GROUND: Dark brown clayey sandy gravel. Gravel sized fragments are angular to subangular fine to coarse of brick, granite, concrete and flint. Sand sized fragments are fine to coarse. With low cobble content. Cobbles are subangular of concrete.","102","MG","","","","","","","" +"DATA","G1","0.70","2.90","MADE GROUND: Dark grey sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and granite. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G10","0.00","1.10","MADE GROUND: Topsoil of fine sandy clayey subangular to subrounded fine to coarse gravel size fragments of flint, granite and brick. Sand sized fragments are fine to coarse","102","MG","","","","","","","" +"DATA","G10","1.10","1.30","MADE GROUND: Yellowish grey fine to coarse sand. (Sharp Sand)","102","MG","","","","","","","" +"DATA","G10A","0.00","0.10","TOPSOIL: (Driller's description)","101","TOP","","","","","","","" +"DATA","G10A","0.10","0.75","MADE GROUND: Brown slightly clayey fine to coarse sand sized fragments and angular fine to coarse gravel sized fragments of concrete, brick, flint and ash.","102","MG","","","","","","","" +"DATA","G10A","0.75","1.00","MADE GROUND: Grey locally greenish grey slightly silty slightly gravelly sandy clay. Gravel sized fragments are angular fine to coarse of concrete, chert, siltstone and rare brick. Sand sized fragments are fine to coarse. (Slight solvent odour noticed).","102","MG","","","","","","","" +"DATA","G10A","1.00","1.75","MADE GROUND: Greyish brown slightly sandy slightly gravelly silty clay. Gravel sized fragments are angular fine to coarse of brick, concrete and ash. Sand sized fragments are fine to coarse. (Slight solvent odour noted).","102","MG","","","","","","","" +"DATA","G10A","1.75","2.60","MADE GROUND: Medium dense greyish brown fine to coarse sand sized fragments and angular to subrounded fine to coarse gravel sized fragments of ash, brick, concrete, flint and rare clinker.","102","MG","","","","","","","" +"DATA","G10A","2.60","3.50","MADE GROUND: Firm dark brown and black slightly sandy slightly gravelly silty clay. Gravel sized fragments are subangular fine to coarse of chert and rare ash. Sand sized fragments are fine to coarse. (Very strong solvent odour noted - possible creosote).","102","MG","","","","","","","" +"DATA","G10A","3.50","4.50","MADE GROUND: Greyish brown locally mottled black slightly sandy slightly gravelly silty clay. Gravel sized fragments are subangular fine of flint. Sand sized fragments are fine to coarse. (Strong solvent odour noted - possible creosote).","102","MG","","","","","","","" +"DATA","G10A","4.50","6.00","Soft to firm greyish brown silty CLAY.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","G10A","6.00","6.80","Firm brownish grey silty CLAY with occasional medium to coarse gravel sized pockets of dark grey organic clay.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","G10A","6.80","7.40","Firm brownish grey silty CLAY with frequent medium to coarse gravel sized pockets of brown pseudo fibrous peat.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","G10A","7.40","8.40","Firm brown pseudo fibrous and fibrous PEAT locally with some coarse gravel sized pockets of brown amorphous peat. (Moderate solvent odour noted - possible creosote).","601","AL","","","","(ALLUVIUM)","","","" +"DATA","G10A","8.40","9.00","Firm dark grey slightly silty sandy CLAY with frequent fine to coarse gravel sized pockets of brown fibrous locally pseudo fibrous peat. Sand is fine to medium.","207","AL","","","","(ALLUVIUM)","","","" +"DATA","G10A","9.00","11.00","Medium dense multicoloured (black, white, grey and brown) sandy to very sandy locally slightly sandy angular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G10A","11.00","14.00","Medium dense brown and grey slightly gravelly fine to coarse predominantly medium to coarse SAND. Gravel is subangular to rounded fine to coarse of grey, white and brown flint.","404","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G10A","14.00","15.50","Medium dense brown very sandy angular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse. (Slight solvent odour noted).","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G10A","15.50","15.80","Medium dense brown slightly silty gravelly fine to coarse SAND. Gravel is subangular to subrounded fine to coarse of brown, white and grey flint.","412","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G10A","15.80","23.20","Stiff fissured brown silty locally slightly sandy locally sandy CLAY with rare locally occasional white silt tubes (<1mm x 1mm). Fissures are extremely closely to very closely spaced randomly orientated planar smooth locally with dustings of light brown silt.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G10A","23.20","24.00","Firm to stiff grey slightly gravelly silty CLAY locally slightly sandy with some fine gravel sized white shell fragments. Sand is fine. Gravel is subangular to rounded medium to coarse of black flint.","208","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G10A","24.00","24.50","Stiff fissured grey silty slightly sandy CLAY. Occasional partings of light brown silt and occasional white and brown fine to medium gravel sized shell fragments. Fissures are very closely spaced predominantly 0-25 degrees planar smooth.","207","WLB","","","","(LAMBETH GROUP -WOOLWICH FORMATION - LAMINATED BEDS)","","","" +"DATA","G10A","24.50","26.60","Stiff to very stiff fissured grey locally brown silty CLAY. Fissures are predominantly 0-20 degrees planar smooth with dustings of brown silt.","202","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS)","","","" +"DATA","G10A","26.60","27.00","Very dense brownish grey fine to medium SAND.","401","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS)","","","" +"DATA","G10A","27.00","28.00","Firm dark grey silty CLAY with abundant lenses of brown sandy silt and silty sand. Sand is fine.","202","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS)","","","" +"DATA","G10A","28.00","30.00","Very dense brown silty fine to medium SAND.","403","WLB","","","","(LAMBETH GROUP - WOOLWICH BEDS - LAMINATED BEDS - Possible CHANNEL SAND)","","","" +"DATA","G10A","30.00","32.00","Firm brownish grey CLAY with frequent locally abundant fine to medium gravel sized white shell fragments.","201","WLS","","","","(LAMBETH GROUP - LOWER SHELLY BEDS)","","","" +"DATA","G10A","32.00","32.70","Stiff to very stiff fissured yellowish brown locally orangish brown silty CLAY. Fissures are extremely closely to very closely spaced randomly orientated planar. Driller notes band of calcrete.","201","RLM","","","","(LAMBETH GROUP - LOWER MOTTLED BEDS)","","","" +"DATA","G11","0.00","0.20","TOPSOIL: (Driller's description)","101","TOP","","","","","","","" +"DATA","G11","0.20","1.10","MADE GROUND: Sand/gravel clayey fill. (Driller's description)","102","MG","","","","","","","" +"DATA","G11","1.10","1.50","MADE GROUND: Sand and gravel. (Driller's description)","102","MG","","","","","","","" +"DATA","G11A","0.00","1.00","MADE GROUND: Dark brown slightly gravelly locally clayey silty fine to coarse sand. Gravel sized fragments are subangular to subrounded fine to medium of flint, brick, occasional tile and concrete. Occasional indistinct pockets of brownish grey clay.","102","MG","","","","","","","" +"DATA","G11A","1.00","1.20","MADE GROUND: Brown slightly sandy gravelly clay. Gravel sized fragments are subangular to rounded fine to coarse of flint, brick, concrete, clinker, sandstone with rare ceramics and glass. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G11A","1.20","2.00","MADE GROUND: Brown sandy gravelly ashy clay. Gravel sized fragments are subangular to subrounded fine to medium of sandstone, chert and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G11A","2.00","3.00","MADE GROUND: Brown sandy clayey subangular to subrounded fine to coarse gravel sized fragments of sandstone, chert and brick rubble. Sand sized fragments are fine.","102","MG","","","","","","","" +"DATA","G11A","3.00","4.50","MADE GROUND: Brown sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to medium of sandstone, chert and brick rubble. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G11A","4.50","6.50","Soft grey silty sandy slightly organic CLAY. Sand is fine to coarse. With abundant 10mm x 10mm with varying lengths (30-150mm) wood fibres.","207","AL","","","","","","","" +"DATA","G11A","6.50","9.80","Soft dark grey silty slightly organic CLAY.","202","AL","","","","","","","" +"DATA","G11A","9.80","10.00","Medium dense dark grey clayey sandy subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","509","RTD","","","","","","","" +"DATA","G11A","10.00","16.30","Medium dense dark grey, white and brown slightly silty sandy subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","520","RTD","","","","","","","" +"DATA","G11A","16.30","18.50","Stiff brownish grey slightly sandy silty CLAY. Rare relict rootlets. Sand is fine to coarse.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G11A","18.50","21.06","Firm to stiff fissured greyish brown slightly sandy silty CLAY with occasional white silt tubes (<1mm x 6mm). Fissures are randomly orientated extremely closely to very closely spaced planar locally curved smooth locally polished.","207","LC","","","","","","","" +"DATA","G11A","21.06","22.25","Assumed zone of core loss.","","","","","","","","","" +"DATA","G11A","22.25","22.75","Black subangular to rounded predominantly rounded fine to coarse GRAVEL of flint.","501","HCH","","","","","","","" +"DATA","G11A","22.75","23.60","Assumed zone of core loss.","","HCH","","","","","","","" +"DATA","G11A","23.60","24.38","Black subangular to rounded predominantly rounded fine to coarse GRAVEL of flint.","501","HCH","","","","","","","" +"DATA","G11A","24.38","25.47","Assumed zone of core loss.","","HCH","","","","","","","" +"DATA","G11A","25.47","26.15","Black subangular to rounded predominantly rounded fine to coarse predominantly medium to coarse GRAVEL of flint.","501","HCH","","","","","","","" +"DATA","G11A","26.15","27.52","Assumed zone of core loss.","","HCH","","","","","","","" +"DATA","G11A","27.52","27.73","Black subangular to rounded predominantly rounded medium to coarse GRAVEL of flint.","501","HCH","","","","","","","" +"DATA","G11A","27.73","28.00","Indistinctly laminated greyish brown and brown silty locally very silty fine to medium SAND.","403","WLB","","","","","","","" +"DATA","G11A","28.00","28.50","Greyish brown gravelly silty fine to medium SAND. Gravel is rounded medium of black flint.","412","WLB","","","","","","","" +"DATA","G11A","28.50","28.81","Indistinctly laminated greyish brown and brown silty locally very silty fine to medium SAND.","403","WLB","","","","","","","" +"DATA","G11A","28.81","29.50","Assumed zone of core loss.","","WLB","","","","","","","" +"DATA","G11A","29.50","29.88","Stiff to very stiff fissured locally firm brownish grey slightly sandy silty CLAY with occasional fine to coarse gravel sized white shelly fragments. Fissures are randomly orientated predominantly 0-20 degrees extremely closely spaced planar locally curved smooth locally polished.","207","WLB","","","","","","","" +"DATA","G11A","29.88","30.00","Firm to stiff brownish grey silty CLAY with frequent locally abundant fine to coarse gravel sized white locally brown shells and shell fragments.","202","WLS","","","","","","","" +"DATA","G11A","30.00","30.61","Very stiff brownish grey CLAY with abundant fine to coarse gravel sized white and brown shelly fragments. Description from SPT sample.","201","WLS","","","","","","","" +"DATA","G11A","30.61","30.88","Stiff brownish grey CLAY with frequent fine to coarse gravel sized white and brown shells and shell fragments.","201","WLS","","","","","","","" +"DATA","G11A","30.88","31.90","Weak to medium strong creamish white CALCRETE.","804","RLM","","","","","","","" +"DATA","G11A","31.90","32.50","Bluish grey mottled orangish brown very silty fine to medium predominantly fine SAND with frequent randomly orientated fine to coarse gravel sized burrow features infilled with light grey silty fine sand.","403","RLM","","","","","","","" +"DATA","G11A","32.50","32.98","Stiff friable creamish white SILT/CLAY with some subangular fine to medium gravel sized nodules of calcrete.","302","RLM","","","","","","","" +"DATA","G11A","32.98","35.00","Stiff bluish grey mottled orangish brown very sandy SILT with closely spaced very thin and thin beds of very silty fine to medium sand.","303","RLM","","","","","","","" +"DATA","G12","0.00","0.70","MADE GROUND: Black, dark grey and brown slightly sandy ashy very angular to subangular fine to medium gravel sized fragments of concrete, brick and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G12","0.70","1.60","Medium dense multi-coloured sandy very angular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G12","1.60","7.50","Stiff to very stiff fissured thinly to thickly laminated grey slightly sandy CLAY with occasional partings of silt and/or sandy silt. Occasional fine to medium sand sized selenite. Sand is fine.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G12","7.50","9.00","Very dense grey silty gravelly fine to medium SAND. Gravel is well rounded fine to medium of flint.","208","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G12","9.00","14.50","Very dense indistinctly laminated/bedded grey silty fine to medium SAND with some thin to thick laminations, pockets and lenses of soft grey sandy clay and very sandy silt. Sand is fine to medium.","403","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS)","","","" +"DATA","G12","14.50","16.50","Very stiff dark grey slightly sandy CLAY with abundant fine to coarse gravel sized shells and shell fragments of bivalves.","203","WLS","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LOWER SHELLY BEDS)","","","" +"DATA","G12","16.50","19.00","Very stiff light grey green, dark grey and light brown mottled sandy CLAY with very thin beds of weak to medium strong light brown calcrete. Sand is fine to coarse.","203","RLM","","","","(LAMBETH GROUP - READING FORMATION - LOWER MOTTLED BEDS)","","","" +"DATA","G12","19.00","22.00","Very stiff greenish blue and blue/grey mottled sandy CLAY with distinct laminations and pockets of clayey sand. Sand is fine to medium. Driller noted occasional gravel.","203","UPF","","","","(LAMBETH GROUP - Possible UPNOR FORMATION)","","","" +"DATA","G12","22.00","22.31","Very stiff green, dark brown and grey slightly sandy slightly gravelly CLAY. Gravel is angular to subrounded fine of flint.","220","UPF","","","","(LAMBETH GROUP - UPNOR FORMATION)","","","" +"DATA","G13","0.00","0.15","MADE GROUND: Black, grey and brown fine to coarse sand sized fragments and angular to rounded fine to medium gravel sized fragments of flint, brick, ash and concrete. (MADE GROUND)","102","MG","","","","(MADE GROUND)","","","" +"DATA","G13","0.15","6.50","Stiff grey fissured slightly sandy CLAY with indistinct thin laminations of sandy silt and silty sand.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G13","6.50","7.30","Stiff to very stiff grey CLAY with occasional pockets/laminations of slightly sandy silt. and some fine gravel sized fragments of shells.","201","HCH","","","","(Possible HARWICH FORMATION)","","","" +"DATA","G13","7.30","8.00","Very dense grey slightly gravelly silty fine to medium SAND. Gravel is well rounded fine to medium of black flint.","403","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G13","8.00","13.80","Very dense grey silty fine to medium SAND with indistinct laminations of soft to firm grey sandy clay.","403","WLB","","","","(Possible LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS)","","","" +"DATA","G13","13.80","16.00","Very stiff grey slightly sandy CLAY with abundant fine to coarse gravel sized fragments of cream and light brown shells (probably bivalve).","203","WLS","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LOWER SHELLY BEDS)","","","" +"DATA","G13","16.00","16.60","Stiff brown silty CLAY with abundant fine to medium gravel sized white shell fragments.","202","WLS","","","","","","","" +"DATA","G13","16.60","18.00","Stiff grey, brown, green and blue mottled silty CLAY with occasional fine to coarse gravel sized grey calcrete fragments.","202","RLM","","","","","","","" +"DATA","G13","18.00","18.50","Very dense green blue silty fine to coarse SAND with occasional coarse gravel sized pockets of grey calcrete.","403","UPF","","","","(LAMBETH GROUP - UPNOR FORMATION)","","","" +"DATA","G13","18.50","19.00","Stiff green and blue sandy CLAY with occasional coarse gravel sized pockets of grey calcrete.","203","UPF","","","","(LAMBETH GROUP - UPNOR FORMATION)","","","" +"DATA","G13","19.00","19.10","Dense dark grey silty gravelly fine to coarse SAND. Gravel is rounded coarse of flint.","412","UPF","","","","(LAMBETH GROUP - UPNOR FORMATION)","","","" +"DATA","G13","19.10","19.60","Stiff green blue silty sandy CLAY. Sand is fine to coarse.","207","UPF","","","","(LAMBETH GROUP - UPNOR FORMATION)","","","" +"DATA","G13","19.60","21.50","Dense green and blue silty clayey fine to coarse SAND.","403","UPF","","","","(LAMBETH GROUP - UPNOR FORMATION)","","","" +"DATA","G13","21.50","21.80","Stiff green slightly sandy gravelly CLAY. Gravel is subrounded medium to coarse of black flint. Sand is fine to coarse.","211","UPF","","","","(LAMBETH GROUP - UPNOR FORMATION)","","","" +"DATA","G13","21.80","24.00","Very dense grey very silty fine to medium SAND.","403","THS","","","","(Possible THANET SAND)","","","" +"DATA","G13","24.00","27.00","Very dense green silty fine to medium SAND with indistinct pockets/laminations of firm greenish grey and brown sandy CLAY.","402","THS","","","","(Possible THANET SAND)","","","" +"DATA","G13","27.00","30.13","Very dense greenish grey silty fine to medium predominantly fine SAND.","403","THS","","","","(THANET SAND)","","","" +"DATA","G14","0.00","1.20","MADE GROUND: Dark grey, black, brown and grey sandy ashy locally clayey subangular to subrounded fine to coarse gravel sized fragments of flint, brick, concrete. wood and pottery. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G14","1.20","1.70","Loose to medium dense dark grey sandy silty very clayey subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","509","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G14","1.70","11.00","Stiff dark greyish brown sandy silty CLAY with abundant sand sized selenite crystals. Sand is fine to coarse.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G14","11.00","11.80","Stiff grey sandy silty CLAY with occasional 1mm x 2mm white shell fragments. Sand is fine to coarse.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G14","11.80","12.50","Very dense grey silty clayey fine to coarse SAND with abundant fine to coarse gravel sized white shell fragments.","402","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G14","12.50","13.00","Very dense grey silty gravelly fine to coarse SAND. Gravel is rounded to subrounded fine to coarse of flint.","412","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G14","13.00","18.00","Very dense dark grey very silty SAND. Sand is fine to coarse.","403","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS CHANNEL SAND)","","","" +"DATA","G14","18.00","18.50","Very dense grey silty fine to coarse SAND with bands of silty grey clay with white shell fragments.","403","WLB","","","","(Possible LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS)","","","" +"DATA","G14","18.50","20.00","Very stiff dark grey silty sandy CLAY with abundant medium gravel sized shell fragments. Sand is fine to coarse.","207","WLS","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LOWER SHELLY BEDS)","","","" +"DATA","G14","20.00","21.50","Very stiff friable greyish green sandy CLAY with abundant bands of white and grey cemented calcrete.","203","RLM","","","","(LAMBETH GROUP - READING FORMATION - LOWER MOTTLED BEDS)","","","" +"DATA","G14","21.50","21.75","Strong white/grey cemented CALCRETE.","802","RLM","","","","(LAMBETH GROUP - READING FORMATION - LOWER MOTTLED BEDS)","","","" +"DATA","G15","0.00","0.50","MADE GROUND: Reinforced concrete layers.","102","HS","","","","","","","" +"DATA","G15","0.50","1.00","MADE GROUND: Reddish brown clayey sandy subangular to subrounded fine to coarse gravel sized fragments of brick, concrete and flint. With high cobble content. Cobble sized fragments are subangular to subrounded of brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G15","1.00","4.00","Soft dark grey silty CLAY with abundant red stained rootlets.","202","AL","","","","","","","" +"DATA","G15","4.00","4.50","Firm dark brown clayey sandy fibrous PEAT. Sand is fine to coarse.","608","AL","","","","","","","" +"DATA","G15","4.50","5.70","Firm dark grey/black pseudo fibrous PEAT.","601","AL","","","","(ALLUVIUM)","","","" +"DATA","G15","5.70","7.90","Soft dark grey moderately organic CLAY.","201","AL","","","","(ALLUVIUM)","","","" +"DATA","G15","7.90","11.60","Medium dense dark grey brown and white very sandy subangular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G15","11.60","12.95","Stiff grey sandy CLAY. Sand is fine to medium.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G15","12.95","13.60","Stiff thinly laminated grey sandy CLAY. Fissures are closely spaced randomly orientated planar smooth. Sand is fine to coarse.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G15","13.60","17.60","Stiff fissured greyish brown slightly sandy silty micaceous CLAY with some white silt tubes (<1mm x 4mm). Sand is fine. Fissures are predominantly 70-90 degrees and 0-20 degrees very closely locally extremely closely spaced planar locally curved smooth locally polished.","207","LC","","","","(LONDON CLAY FORMATION A2)","","","" +"DATA","G15","17.60","20.20","Stiff fissured greyish brown silty micaceous CLAY with rare white silt tubes (<1mm x 5mm). Fissures are predominantly 70-90 degrees and 0-20 degrees planar locally curved smooth locally polished.","202","LC","","","","(LONDON CLAY FORMATION A2)","","","" +"DATA","G15","20.20","22.34","Stiff to very stiff fissured greyish brown slightly sandy to sandy silty micaceous CLAY with rare white silt tubes (<1mm x 8mm) and rare burrow features infilled with light grey silt (20mm x 1mm). Sand is fine. Fissures are predominantly 70-90 degrees and 0-20 degrees planar locally curved smooth locally polished locally with dusting of brown silty fine sand on fissure surfaces.","207","LC","","","","(LONDON CLAY FORMATION A2)","","","" +"DATA","G15","22.34","22.40","Very stiff grey CLAY with abundant fine to coarse gravel sized white shells and shell fragments.","201","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G15","22.40","23.10","Assumed zone of core loss. (Logged from SPT) Firm to stiff brown CLAY with some fine to coarse gravel sized fragments of white shell and pockets of greyish brown fine to medium sand.","201","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G15","23.10","23.37","Firm to stiff grey CLAY with a few fine to coarse gravel sized white shells and shell fragments.","201","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G15","23.37","23.55","Very dense greyish brown slightly silty fine to medium SAND.","403","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS)","","","" +"DATA","G15","23.55","24.00","Assumed zone of core loss.","","WLB","","","","","","","" +"DATA","G15","24.00","24.55","Very dense greyish brown silty fine to medium SAND.","403","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS - Possible CHANNEL SAND)","","","" +"DATA","G15","24.55","25.08","Assumed zone of core loss.","","WLB","","","","","","","" +"DATA","G15","25.08","25.54","Brownish grey locally brown silty fine to medium SAND.","403","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS - Possible CHANNEL SAND)","","","" +"DATA","G15","25.54","26.14","Assumed zone of core loss.","","WLB","","","","","","","" +"DATA","G15","26.14","26.30","Very dense greyish brown slightly gravelly slightly silty fine to medium SAND. Gravel is subrounded fine of multicoloured flint (white, grey and brown).","412","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS - Possible CHANNEL SAND)","","","" +"DATA","G15","26.30","27.14","Assumed zone of core loss.","","WLB","","","","","","","" +"DATA","G15","27.14","27.33","Very dense greyish brown slightly silty fine to medium SAND.","403","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS - Possible CHANNEL SAND)","","","" +"DATA","G15","27.33","27.97","Firm thinly to thickly laminated greyish brown silty CLAY with extremely closely to very closely spaced thin and thick laminations of brown silty fine sand.","202","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS)","","","" +"DATA","G15","27.97","30.80","Stiff to very stiff thinly laminated fissured brownish grey and dark grey CLAY with some locally frequent fine to coarse gravel sized white shells and shell fragments. Fissures are randomly orientated very closely spaced planar locally curved smooth rarely polished predominantly 70-90 degrees.","201","WLS","","","","(LAMBETH GROUP - LOWER SHELLY BEDS)","","","" +"DATA","G15","30.80","31.26","Medium strong to strong creamish white CALCRETE. Recovered as non intact core (angular fine to coarse gravel and angular cobble sized fragments).","804","RLM","","","","(LAMBETH GROUP - LOWER MOTTLED BEDS)","","","" +"DATA","G15","31.26","31.67","Very stiff greyish brown sandy silty CLAY. Sand is fine to medium.","207","RLM","","","","(LAMBETH GROUP - LOWER MOTTLED BEDS)","","","" +"DATA","G15","31.67","33.13","Stiff light bluish grey mottled orangish brown very sandy CLAY. With a few subangular fine to coarse gravel sized nodules of creamish white calcrete. Sand is fine to medium.","203","RLM","","","","(LAMBETH GROUP - LOWER MOTTLED BEDS)","","","" +"DATA","G15","33.13","34.12","Very dense light bluish green mottled orangish brown slightly clayey locally clayey fine to medium SAND.","402","RLM","","","","(LAMBETH GROUP - Possible LOWER MOTTLED BEDS)","","","" +"DATA","G15","34.12","36.15","Very dense light greenish grey orangish brown mottled clayey locally very clayey fine to medium glauconitic SAND.","402","UPF","","","","","","","" +"DATA","G15","36.15","36.75","Assumed zone of core loss.","","UPF","","","","","","","" +"DATA","G15","36.75","37.65","Brown locally greenish brown slightly gravelly silty fine to medium glauconitic SAND. Gravel is angular fine of multicoloured flint (brown, red and white).","208","UPF","","","","(LAMBETH GROUP - UPNOR FORMATION)","","","" +"DATA","G15","37.65","38.50","Very dense brownish grey slightly silty fine to medium SAND.","403","THS","","","","(THANET SAND FORMATION)","","","" +"DATA","G16","0.00","0.40","MADE GROUND: Grey reinforced concrete.","102","HS","","","","","","","" +"DATA","G16","0.40","1.40","MADE GROUND: Dark brown slightly clayey sandy subangular to subrounded fine to coarse gravel sized fragments of bricks, concrete and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G16","1.40","1.80","MADE GROUND: Dark brown sandy very clayey subangular to subrounded fine to coarse gravel sized fragments of brick, concrete and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G16","1.80","3.90","Soft dark grey silty sandy slightly gravelly CLAY. Gravel is subangular to subrounded fine to coarse of flint. Sand is fine to coarse.","211","AL","","","","(ALLUVIUM)","","","" +"DATA","G16","3.90","5.70","Dark grey and black clayey spongy pseudo fibrous PEAT.","602","AL","","","","(ALLUVIUM)","","","" +"DATA","G16","5.70","6.60","Firm dark grey slightly sandy silty CLAY. Sand is fine to coarse.","207","AL","","","","(ALLUVIUM)","","","" +"DATA","G16","6.60","10.70","Medium dense grey slightly clayey sandy subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","509","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G16","10.70","22.70","Stiff fissured thinly laminated dark grey sandy CLAY. Fissures are closely spaced randomly orientated. Sand is fine to coarse.","203","LC","","","","","","","" +"DATA","G16","22.70","25.60","Very dense grey clayey sandy subangular to subrounded fine to coarse GRAVEL of flint. With abundant shell fragments. Sand is fine to coarse.","509","HCH","","","","","","","" +"DATA","G16","25.60","28.80","Very dense dark grey clayey to very clayey fine to medium SAND.","402","WLB","","","","(Possible LAMBETH GROUP - LAMINATED BEDS, Possible CHANNEL SANDS)","","","" +"DATA","G16","28.80","30.30","Very stiff dark grey sandy CLAY with abundant up to 2mm x 2mm x 3mm white to pinkish orange shell fragments. Sand is fine to coarse.","203","WLS","","","","(Possible LAMBETH GROUP - LAMINATED BEDS)","","","" +"DATA","G17","0.00","0.05","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","G17","0.05","0.65","MADE GROUND: Dense dark brownish grey sandy clayey subangular to subrounded fine to coarse gravel sized fragments of brick, concrete and flint with low cobble content. Cobble sized fragments are subangular to subrounded of brick, concrete and flint. Sand sized fragments are fine to medium.","102","MG","","","","","","","" +"DATA","G17","0.65","1.20","MADE GROUND: Dark brownish grey sandy gravelly clay with low cobble content. Gravel and cobble sized fragments are subangular to subrounded fine to coarse of concrete and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G17","1.20","3.00","MADE GROUND: Medium dense dark brown sandy silty very clayey subangular to subrounded fine to coarse gravel sized fragments of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G17","3.00","4.00","MADE GROUND: Medium dense brown clayey silty very sandy subangular to subrounded fine to coarse gravel sized fragments of brick, concrete and metal. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G17","4.00","9.00","MADE GROUND: Loose to medium dense brown clayey sandy subangular to subrounded fine to coarse gravel sized fragments of brick, wood, concrete and metal. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G17","9.00","10.00","MADE GROUND: Loose to medium dense brown and grey sandy silty very clayey subangular to subrounded fine to coarse gravel sized fragments of brick, concrete, wood and metal. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G17","10.00","11.00","MADE GROUND: Multicoloured slightly silty slightly clayey sandy subangular to subrounded fine to coarse gravel sized fragments of concrete, chert and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G17","11.00","11.70","MADE GROUND: Dark grey very clayey sandy subrounded to subangular fine to coarse gravel sized fragments of brick, concrete, chert, flint and wood. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G17","11.70","11.86","Assumed zone of core loss. (Driller noted broken concrete).","","MG","","","","","","","" +"DATA","G17","11.86","11.90","MADE GROUND: 1 No fragment of 40mm ribbed rebar.","102","MG","","","","","","","" +"DATA","G17","11.90","12.75","MADE GROUND: Light grey concrete 45-55% angular to rounded fine to coarse gravel sized fragments of multicoloured flint (brown, grey and white). Voids <3% (<12mm x 6mm x 6mm)","102","MG","","","","","","","" +"DATA","G17","12.75","12.85","MADE GROUND: Brown gravelly silty sand sized fragments. Gravel sized fragments are angular to rounded fine to coarse of multicoloured flint (brown, white and grey).","102","MG","","","","","","","" +"DATA","G17","12.85","12.90","MADE GROUND: Multicoloured angular to rounded medium to coarse gravel sized fragments of brown, grey and white flint.","102","MG","","","","","","","" +"DATA","G17","12.90","13.05","MADE GROUND: Multicoloured (brown, white, grey, red and black) slightly sandy angular to rounded fine to coarse gravel sized fragments of flint with low cobble content. Cobble sized fragments are angular of concrete with 2 No cobble sized fragments of timber (<120mm x 100mm x 55mm).","102","MG","","","","","","","" +"DATA","G17","13.05","13.71","MADE GROUND: Light grey concrete 40-55% angular to rounded fine to coarse gravel sized fragments of multicoloured flint (brown, white and grey). Voids <3% (<15mm x 5mm x 8mm).","102","MG","","","","","","","" +"DATA","G17","13.71","13.72","MADE GROUND: Brownish grey silty clay.","102","MG","","","","","","","" +"DATA","G17","13.72","14.30","MADE GROUND: Brownish grey indistinctly fissured silty micaceous clay with rare white silt tubes (<1mm x 5mm).","102","MG","","","","","","","" +"DATA","G17","14.30","14.81","MADE GROUND: Grey slightly gravelly locally slightly sandy silty clay. Gravel sized fragments are angular to rounded fine to coarse of multicoloured flint (brown, white and grey). Sand sized fragments are fine to medium.","102","MG","","","","","","","" +"DATA","G17","14.81","14.85","MADE GROUND: Brown and grey angular fine gravel sized fragments of steel.,","102","MG","","","","","","","" +"DATA","G17","14.85","15.05","Zone of no recovery. Solid steel. (Driller's description)","102","MG","","","","","","","" +"DATA","G18","0.00","0.50","MADE GROUND: Brown gravelly fine to coarse sand with low cobble content. Gravel sized fragments are subangular to rounded fine to coarse of brick, flint, concrete, clinker, ash with rare ceramic and glass. Cobble sized fragments are subangular of yellow brick. 1 No subangular 70mm x 15mm x 10mm fragment of possible asbestos containing material noted.","102","MG","","","","","","","" +"DATA","G18","0.50","1.10","MADE GROUND: Dark brown locally grey slightly gravelly sandy clay. Gravel sized fragments are subangular to subrounded occasionally rounded fine to coarse of brick, flint, concrete, clinker with rare glass and ceramics. Locally fine to medium gravel sized pockets of dark grey silty clay. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G18","1.10","1.20","Soft to firm orangish brown slightly sandy silty CLAY. Abundant <1mm reddish orange veining. Occasional grey gleying. Rare fine to medium gravel sized pockets of soft grey clay. Sand is fine to medium.","207","AL","","","","(ALLUVIUM)","","","" +"DATA","G18","1.20","2.00","Soft to firm greyish brown mottled orangish brown slightly sandy silty CLAY. Abundant up to <1mm reddish orange veining. Rare grey gleying . Rare coarse sand sized pockets of cream silt. Rare up to 2mm x 10mm pockets of black organic material. Sand is fine to medium.","207","AL","","","","(ALLUVIUM)","","","" +"DATA","G18","2.00","4.70","Soft grey locally black slightly sandy clayey SILT. Some up to 5mm x 20mm pockets of light grey clay. Rare subrounded fine to medium gravel of flint. Occasional thin laminations of light grey silt. Locally stained black with decaying organic matter.","303","AL","","","","(ALLUVIUM)","","","" +"DATA","G18","4.70","5.50","Dense grey locally black slightly silty sandy subangular to rounded fine to coarse GRAVEL of black, brown, red and white flint. Rare up to 20mm x 20mm x 80mm decayed wood fragments. Sand is fine to coarse.","520","RTD","","","","(Possible ALLUVIUM)","","","" +"DATA","G18","5.50","7.60","Dense dark grey, brown, black occasionally white and grey sandy to very sandy subangular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G18","7.60","18.50","Stiff fissured thinly laminated grey slightly sandy CLAY. Fissures are extremely closely spaced planar randomly orientated smooth locally clay smeared. Occasional partings of brown and grey fine sand. Abundant fine sand sized selenite crystals. Rare up to 15mm x 5mm x 25mm black pyritised burrow. Occasional up to <1mm x 15mm burrows infilled with grey silt.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G18","18.50","23.45","Very stiff fissured thinly laminated grey slightly sandy CLAY. Fissures are very closely spaced randomly orientated planar rough smooth. Occasional partings of brown and grey fine sand. Frequent dustings of fine sand sized selenite crystals. Occasional up to <1mm burrow infilled with grey silt.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G18","23.45","24.30","Very dense grey locally gravelly silty fine to coarse SAND. Gravel is subrounded to rounded fine to coarse of black flint. Rare up to 2mm x 5mm x 20mm pinkish white shell fragments. 1 No 60mm x 20mm x 35mm nodule of pyritised sand.","412","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G19","0.00","0.23","MADE GROUND: Strong grey concrete.","102","HS","","","","","","","" +"DATA","G19","0.23","0.53","MADE GROUND: Brown very gravelly fine to coarse sand. Gravel sized fragments are angular to subangular fine to coarse of concrete, brick, flint, tile, rare ceramics and glass.","102","MG","","","","","","","" +"DATA","G19","0.53","0.73","MADE GROUND: Recovered as angular to subangular fine to coarse gravel and cobbles sized fragments of red brick. (Brick Wall)","102","MG","","","","","","","" +"DATA","G19A","0.00","0.25","MADE GROUND: Strong grey concrete.","102","HS","","","","","","","" +"DATA","G19A","0.25","0.40","MADE GROUND: Strong grey reinforced concrete.","102","HS","","","","","","","" +"DATA","G19A","0.40","1.20","MADE GROUND: Soft brown sandy gravelly clay. Gravel sized fragments are angular to subrounded fine to coarse of brick, concrete, flint and slate. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G19B","0.00","0.30","MADE GROUND: Screed.","102","HS","","","","","","","" +"DATA","G19B","0.30","0.40","MADE GROUND: Reinforced concrete. Metal pipe 20mm diameter between screed and concrete pad.","102","MG","","","","","","","" +"DATA","G19B","0.40","0.80","MADE GROUND: Firm brown very gravelly sandy clay. Gravel sized fragments are angular to subangular fine to coarse of concrete, brick, sandstone, clinker, metal, flint and timber. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G19B","0.80","1.00","MADE GROUND: Firm brown gravelly sandy clay. Gravel sized fragments are angular to subrounded fine to coarse of brick, flint and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G19B","1.00","1.90","Firm brown mottled orange sandy CLAY. Sand is fine to coarse.","203","AL","","","","","","","" +"DATA","G19B","1.90","4.10","Firm dark grey mottled green and black laminated highly organic SILT/CLAY. Organic aroma detected.","302","AL","","","","","","","" +"DATA","G19B","4.10","7.30","Medium dense dark grey slightly clayey to clayey sandy subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","509","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G19B","7.30","7.70","Medium dense brownish grey coarse SAND.","401","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G19B","7.70","8.00","Medium dense brownish grey slightly gravelly coarse SAND. Gravel is subangular to subrounded fine of flint.","404","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G19B","8.00","22.50","Stiff to very stiff fissured very dark brownish grey slightly silty CLAY. Fissures are extremely closely spaced planar to curviplanar randomly orientated with silt dusting of fissure surfaces. Occasional up to 2mm diameter x 13mm burrows infilled with grey silt.","202","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G19B","22.50","23.00","Black clayey rounded fine to coarse GRAVEL.","502","HCH","","","","(Possible HARWICH FORMATION)","","","" +"DATA","G19B","23.00","24.10","Grey very clayey subrounded fine to coarse GRAVEL of flint.","204","HCH","","","","(Possible HARWICH FORMATION)","","","" +"DATA","G19B","24.10","25.20","Very dense grey clayey fine to coarse SAND.","402","WLB","","","","","","","" +"DATA","G19B","25.20","25.47","Very dense grey silty fine to coarse SAND with rare 1mm x 2mm white shelly fragments.","403","WLB","","","","","","","" +"DATA","G1A","0.00","0.70","MADE GROUND: Dark brown clayey sandy angular to subangular fine to coarse gravel sized fragments of brick, granite, concrete and flint. With low cobble content. Cobbles are subangular of concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G1A","0.70","2.70","MADE GROUND: Dark grey sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and granite. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G1B","0.00","0.50","MADE GROUND: Dark brown clayey sandy subangular to subrounded fine to coarse gravel sized fragments of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G1B","0.50","1.20","MADE GROUND: Brown very clayey sandy angular to subrounded fine to coarse gravel sized fragments of flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G1B","1.20","2.80","MADE GROUND: Soft brown sandy slightly gravelly clay. Gravel sized fragments are angular to subrounded fine to coarse of flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G1B","2.80","3.50","Firm brown mottled green sandy CLAY. Sand is fine to medium.","203","AL","","","","","","","" +"DATA","G1B","3.50","4.00","Firm dark grey clayey pseudo fibrous PEAT.","602","AL","","","","","","","" +"DATA","G1B","4.00","4.40","Medium dense brown gravelly fine to coarse SAND. Gravel is angular to subangular fine to coarse of brown, grey, white flint.","404","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G1B","4.40","5.40","Medium dense dark grey, brown, white sandy angular to subangular fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G1B","5.40","10.00","Medium dense dark grey, brown and white sandy angular to subangular fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G1B","10.00","17.90","Stiff fissured thinly laminated dark grey sandy CLAY. Fissures are closely spaced randomly orientated planar. Sand is fine to coarse.","203","LC","","","","","","","" +"DATA","G1B","17.90","19.00","Very dense dark brown gravelly fine to medium SAND. Gravel is rounded fine to coarse of grey/brown flint.","404","HCH","","","","","","","" +"DATA","G1B","19.00","25.30","Very dense dark brown slightly silty fine SAND with rare 2mm x 2mm x 1mm white shell fragments.","403","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - Possible LAMINATED BEDS CHANNEL SAND)","","","" +"DATA","G2","0.00","3.20","MADE GROUND: Firm dark brown sandy gravelly clay. Gravel sized fragments are subangular fine to coarse of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G2","3.20","3.50","MADE GROUND: Layer of strong concrete. Recovered as subangular cobble sized fragments.","102","MG","","","","","","","" +"DATA","G2","3.50","4.50","MADE GROUND: Loose dark brown slightly clayey sandy subangular to rounded fine to coarse gravel sized fragments of flint. Sand is fine to coarse.","102","MG","","","","(Possible MADE GROUND)","","","" +"DATA","G2","4.50","5.50","Brown, white and grey very gravelly fine to coarse SAND. Gravel is subangular to rounded fine to coarse of flint.","404","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G2","5.50","9.70","Loose brown, white and grey sandy subangular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse predominantly coarse (70%).","501","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G2","9.70","19.80","Stiff fissured grey silty sandy CLAY. Fissures are closely spaced randomly orientated planar smooth. Sand is fine.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G2","19.80","20.00","Stiff fissured grey silty sandy CLAY. Fissures are closely spaced randomly orientated planar smooth. With 1mm x 1mm x 2mm white shell fragments. Sand is fine to coarse.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G2","20.00","20.45","Dense grey silty fine to coarse SAND with 10mm x 5mm x 20mm white shell fragments.","403","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G20","0.00","0.20","MADE GROUND; Grey concrete.","102","HS","","","","","","","" +"DATA","G20","0.20","1.40","MADE GROUND: Dark brown slightly clayey slightly ashy sandy subangular to subrounded fine to coarse gravel sized fragments of flint, brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G20","1.40","2.50","MADE GROUND: Light brown clayey sandy subangular to subrounded fine to coarse gravel sized fragments of flint, brick, concrete, rare metal and sandstone. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G20","2.50","3.50","MADE GROUND: Dark grey sandy ashy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G20","3.50","6.30","Soft dark grey slightly sandy gravelly silty CLAY. Gravel is subangular to subrounded fine to medium of flint. Sand is fine.","211","AL","","","","(ALLUVIUM)","","","" +"DATA","G20","6.30","10.00","Medium dense dark grey sandy slightly clayey subangular to subrounded fine to coarse GRAVEL of flint and chert. Sand is fine to coarse.","509","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G20","10.00","10.10","Medium dense brown sandy very clayey subangular to subrounded fine to coarse GRAVEL of flint and chert. Sand is fine to coarse.","509","RTD","","","","","","","" +"DATA","G20","10.10","17.00","Stiff fissured thinly laminated dark grey slightly sandy silty CLAY. Fissures are closely spaced randomly orientated. Sand is fine to coarse.","207","LC","","","","","","","" +"DATA","G20","17.00","25.00","Stiff to very stiff fissured dark grey sandy silty CLAY. Fissures are closely spaced randomly orientated. Sand is fine to medium.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G21","0.00","1.15","MADE GROUND: Clayey sandy subangular to subrounded fine to coarse gravel size fragments of flint, concrete and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G22","0.00","0.25","MADE GROUND: Strong grey concrete with 4mm x 5mm x 12mm diameter rebar.","102","HS","","","","","","","" +"DATA","G22","0.25","1.20","MADE GROUND: Brown gravelly fine to coarse sand. Locally with fine to medium gravel sized pockets of brown sandy clay. Gravel sized fragments are angular to subrounded fine to medium rarely coarse of brick, concrete, flint, clinker with rare glass, plastic and ceramics, shells, nails, granite, slag.","102","MG","","","","","","","" +"DATA","G22","1.20","1.85","MADE GROUND: Medium dense dark brown slightly sandy clayey subangular to subrounded fine to coarse gravel sized fragments of chert, flint and brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G22","1.85","3.40","MADE GROUND: Loose slightly sandy clayey ashy subangular to subrounded fine to coarse gravel sized fragments of chert, brick rubble and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G22","3.40","4.30","Firm dark brownish grey slightly sandy silty CLAY. Sand is fine to coarse.","207","AL","","","","","","","" +"DATA","G22","4.30","7.10","Soft grey slightly sandy silty CLAY. Sand is fine.","207","AL","","","","(ALLUVIUM)","","","" +"DATA","G22","7.10","10.00","Medium dense multi-coloured slightly sandy subangular to subrounded fine to coarse GRAVEL of chert and flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G23","0.00","1.20","MADE GROUND: Light brown and brown silty sandy subangular to subrounded fine to coarse gravel sized fragments of brick, wood, concrete and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G23","1.20","2.50","MADE GROUND: Very loose to medium dense pale brown silty sandy subangular to subrounded fine to coarse gravel of brick, concrete and flint. Sand sized fragments are fine to coarse. Locally sandy gravelly clay.","102","MG","","","","","","","" +"DATA","G23","2.50","3.30","MADE GROUND: Brownish grey sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of brick, coal and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","Drillers Description","","" +"DATA","G23","3.30","4.00","Firm mottled brown and orangish brown CLAY.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","G23","4.00","6.00","Soft dark grey silty CLAY with medium organic content.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","G23","6.00","7.00","Loose grey fine to coarse SAND and subangular to subrounded fine to coarse GRAVEL of flint.","430","RTD","","","","(RIVER TERRACE DEPOSITS)","Drillers Description","","" +"DATA","G23","7.00","10.45","Medium dense dark grey slightly clayey sandy to very sandy subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","509","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G25","0.00","0.10","MADE GROUND: Light brown subangular medium gravel of flint over light brown fine to coarse sand.","102","MG","","","","","","","" +"DATA","G25","0.10","0.80","MADE GROUND: Grey very sandy angular to subangular medium to coarse gravel sized fragments of flint and occasional brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G25","0.80","1.20","MADE GROUND: Brown and grey slightly clayey sandy angular to subrounded fine to coarse gravel of flint, brick and concrete. Rare subrounded cobble size fragments of sandstone. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G25","1.20","8.00","MADE GROUND: Locally loose, medium dense greyish brown locally grey, dark grey and black slightly sandy slightly gravelly to gravelly locally silty clay. Gravel sized fragments are angular to subangular occasionally subrounded and rounded fine to coarse of brick, flint, concrete, tile, ceramics, sandstone, granite, clinker, slag and rare fragments of wood, metal and glass. With indistinct pockets of grey and black organic clay silt. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G25A","0.00","0.10","MADE GROUND: Light brown subangular medium gravel of flint over light brown fine to coarse sand.","102","MG","","","","","","","" +"DATA","G25A","0.10","0.80","MADE GROUND: Grey sandy to very sandy angular to subangular medium to coarse gravel of flint and occasional brick. Sand sized fragments are fine to coarse. Locally clayey.","102","MG","","","","","","","" +"DATA","G25A","0.80","1.20","MADE GROUND: Brown and grey slightly clayey sandy angular to subrounded fine to coarse gravel size fragments of flint, brick and concrete. Rare subangular cobble sized fragments of sandstone. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G25A","1.20","3.00","MADE GROUND: Medium dense light brown gravelly clayey fine to coarse sand. Gravel sized fragments are angular to rounded fine to coarse of brick, concrete, flint, tile, granite, sandstone with occasional ceramics and rare glass, wood and metal.","102","MG","","","","","","","" +"DATA","G25A","3.00","10.00","MADE GROUND: Loose and medium dense greyish brown locally grey, dark grey and black slightly sandy slightly gravelly to gravelly locally silty clay. Gravel sized fragments are angular to subangular occasionally angular to rounded fine to coarse of brick, flint, concrete and occasional tile, ceramics, wood, metal, glass, plastic, clinker and granite. Locally with indistinct pockets of grey stained black organic clayey silt. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G26","0.00","0.30","MADE GROUND: Concrete.","102","HS","","","","","","","" +"DATA","G26","0.30","1.00","MADE GROUND: Black ashy sandy slightly clayey subangular to subrounded fine to coarse gravel sized fragments of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G26","1.00","2.00","MADE GROUND: Dark grey slightly ashy sandy silty very clayey subangular to subrounded fine to coarse gravel sized fragments of brick, wood and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G26","2.00","2.50","MADE GROUND: Dark grey sandy silty gravelly clay with high organic content. Gravel sized fragments are subangular to subrounded fine to coarse of brick and concrete. Organic matter consists of plant fibres and woody matter to 50mm diameter. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G26","2.50","3.00","Firm dark grey sandy silty CLAY. Sand is fine.","207","AL","","","","(ALLUVIUM)","","","" +"DATA","G26","3.00","3.40","Plastic dark grey clayey amorphous PEAT with traces of partially decomposed plant material.","602","AL","","","","(ALLUVIUM)","","","" +"DATA","G26","3.40","4.00","Plastic low strength dark grey clayey amorphous PEAT.","602","AL","","","","(ALLUVIUM)","","","" +"DATA","G26","4.00","5.50","Spongy dark grey black silty clayey pseudo fibrous PEAT.","602","AL","","","","(ALLUVIUM)","","","" +"DATA","G26","5.50","8.30","Very soft dark grey/black silty organic CLAY.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","G26","8.30","10.00","Medium dense multicoloured sandy silty subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","520","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G27","0.00","0.20","MADE GROUND: Gravel fill. (Driller's description)","102","MG","","","","","","","" +"DATA","G27","0.20","0.50","MADE GROUND: Ash gravel brick fill. (Driller's description)","102","MG","","","","","","","" +"DATA","G27A","0.00","0.15","MADE GROUND: Concrete.","102","HS","","","","","","","" +"DATA","G27A","0.15","1.00","MADE GROUND: Dark brown sandy slightly clayey subangular to subrounded fine to coarse gravel of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G27A","1.00","2.50","MADE GROUND: Dark grey sandy very gravelly silty clay. Gravel sized fragments are subangular to subrounded fine to coarse of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G27A","2.50","3.90","MADE GROUND: Grey sandy gravelly very silty clay. Gravel sized fragments are subangular to subrounded of flint. Sand sized fragments are fine to coarse.","102","MG","","","","(Possible MADE GROUND)","","","" +"DATA","G27A","3.90","5.70","MADE GROUND: Medium dense dark grey slightly clayey sandy to very sandy subangular to subrounded fine to coarse gravel of flint. Sand is fine to coarse.","102","MG","","","","(Possible MADE GROUND)","","","" +"DATA","G27A","5.70","6.30","Soft grey sandy gravelly silty CLAY. Gravel is subangular to subrounded fine to coarse of flint. Sand is fine to coarse.","211","AL","","","","(Possible ALLUVIUM)","","","" +"DATA","G27A","6.30","7.50","Plastic dark grey amorphous PEAT with some fibrous plant remains.","601","AL","","","","(ALLUVIUM)","","","" +"DATA","G27A","7.50","8.70","Soft dark grey silty gravelly organic CLAY with some fibrous plant remains. Gravel is subangular to subrounded fine to coarse of flint.","208","AL","","","","(ALLUVIUM)","","","" +"DATA","G27A","8.70","9.70","Medium dense dark grey very silty sandy subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","208","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G27A","9.70","10.00","Medium dense multicoloured sandy subangular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G3","0.00","0.70","MADE GROUND: Dark brown ashy clayey sandy subangular to rounded fine to coarse gravel sized fragments of brick, concrete and timber. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G3","0.70","1.50","MADE GROUND: Firm dark brown/black sandy gravelly clay. Gravel sized fragments are subangular to rounded fine to medium of brick, concrete and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G3","1.50","3.00","Firm brown mottled grey slightly organic sandy CLAY. Sand is fine. Locally with occasional coarse gravel sized pockets of firm pseudo fibrous peat.","203","AL","","","","(ALLUVIUM)","","","" +"DATA","G3","3.00","4.00","Firm dark grey/black slightly clayey PEAT locally with occasional medium to coarse gravel sized pockets of soft grey clay.","602","AL","","","","(ALLUVIUM)","","","" +"DATA","G3","4.00","4.50","Grey and brown silty slightly gravelly fine to coarse SAND. Gravel is fine to medium.","208","RTD","","","","(ALLUVIUM)","","","" +"DATA","G3","4.50","5.10","Loose green/brown silty slightly gravelly fine to coarse SAND. Gravel is subangular fine to medium of flint. Sand is fine to coarse.","412","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G3","5.10","10.70","Medium dense brown, grey and white slightly sandy to sandy subangular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G3","10.70","21.40","Stiff grey silty sandy CLAY. Sand is fine. With abundant fine sand sized selenite crystals.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G3","21.40","21.80","Stiff grey silty CLAY with abundant 1mm x 3mm white shell fragments.","202","HCH","","","","(Possible HARWICH FORMATION)","","","" +"DATA","G3","21.80","22.80","Very dense grey silty fine to medium SAND with abundant 1mm x 3mm white shell fragments.","403","HCH","","","","(Possible HARWICH FORMATION)","","","" +"DATA","G3","22.80","23.30","Grey silty gravelly fine to coarse SAND. Gravel is subrounded to rounded fine to coarse of flint with abundant 1mm x 3mm white shell fragments.","412","HCH","","","","(Possible HARWICH FORMATION)","","","" +"DATA","G3","23.30","25.30","Very dense grey silty fine SAND with occasional 1mm x 5mm white shell fragments.","403","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - Possible LAMINATED BEDS CHANNEL SAND)","","","" +"DATA","G4","0.00","0.05","TOPSOIL.","101","TOP","","","","","","","" +"DATA","G4","0.05","1.40","MADE GROUND: Medium dense dark brown clayey gravelly fine to medium sand. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and ash.","102","MG","","","","","","","" +"DATA","G4","1.40","2.70","MADE GROUND: Stiff brown sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G4","2.70","3.20","Firm brownish grey silty sandy CLAY with rootlets.","207","AL","","","","(ALLUVIUM)","","","" +"DATA","G4","3.20","4.70","Spongy black fibrous PEAT.","601","AL","","","","(ALLUVIUM)","","","" +"DATA","G4","4.70","5.20","Dark grey silty clayey occasionally gravelly fine to medium SAND. Gravel is subangular to subrounded fine to coarse of flint.","412","RTD","","","","(Possible RIVER TERRACE DEPOSITS)","","","" +"DATA","G4","5.20","11.70","Medium dense brown sandy subangular to subrounded fine to coarse GRAVEL of flint with medium cobble content. Cobble sized fragments are subangular to subrounded of flint. Sand is fine to coarse.","525","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G4","11.70","20.00","Firm to stiff fissured grey slightly silty micaceous CLAY. Fissures are closely to extremely closely spaced randomly orientated planar to curviplanar with silty surfaces.","202","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G5","0.00","0.20","MADE GROUND: Paving comprising cobble sized granite sets.","102","HS","","","","","","","" +"DATA","G5","0.20","0.60","MADE GROUND: Grey concrete.","102","HS","","","","","","","" +"DATA","G5","0.60","1.00","MADE GROUND: Reddish brown clayey very sandy subangular to subrounded fine to coarse gravel sized fragments of brick. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G5","1.00","2.80","Soft reddish brown sandy CLAY with abundant red stained rootlets. Sand is fine to coarse.","203","AL","","","","","","","" +"DATA","G5","2.80","3.50","Firm dark brown clayey fibrous PEAT.","602","AL","","","","","","","" +"DATA","G5","3.50","3.70","Firm dark brown clayey pseudo fibrous PEAT.","602","AL","","","","","","","" +"DATA","G5","3.70","10.90","Medium dense grey brown and white sandy locally very sandy subangular to rounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","","","","" +"DATA","G5","10.90","12.50","Stiff dark grey slightly sandy CLAY. Sand is fine to medium.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G5","12.50","14.95","Stiff thinly laminated dark grey slightly sandy CLAY. Sand is fine to medium.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G5","14.95","17.00","Stiff dark grey slightly sandy CLAY. Sand is fine to medium. With rare fine to medium sand sized selenite crystals.","203","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G5","17.00","20.05","Very stiff fissured dark grey slightly sandy CLAY. Fissures are closely spaced randomly orientated planar. Sand is fine to coarse.","203","LC","","","","","","","" +"DATA","G6","0.00","0.30","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","G6","0.30","0.60","MADE GROUND: Grey sandy subangular to subrounded fine to coarse gravel sized fragments of brick, concrete and flint. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G6","0.60","1.20","MADE GROUND: Black sandy gravelly ash. Gravel sized fragments are subangular to subrounded fine to coarse of concrete and clinker. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G6","1.20","1.50","MADE GROUND: Firm dark grey/black gravelly clay. Gravel sized fragments are angular to subangular fine to medium of coal and ash.","102","MG","","","","","","","" +"DATA","G6","1.50","3.20","MADE GROUND: Soft to firm light brown/grey slightly gravelly clay. Gravel sized fragments are angular to subrounded fine to medium of coal and ash.","102","MG","","","","","","","" +"DATA","G6","3.20","5.10","Stiff dark grey and black highly organic CLAY. With occasional pockets of decayed wood and fibrous peat.","201","AL","","","","(ALLUVIUM)","","","" +"DATA","G6","5.10","12.90","Medium dense dark grey mottled white and black very sandy angular to subrounded fine to coarse GRAVEL of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G6","12.90","16.50","Firm to stiff thinly laminated dark brown CLAY.","201","LC","","","","","","","" +"DATA","G6","16.50","17.30","Very dense black/dark grey sandy subangular to rounded fine to coarse GRAVEL of flint. Rare fine gravel sized shell fragments. Sand is fine to medium.","504","HCH","","","","","","","" +"DATA","G6","17.30","20.00","Very dense dark grey/brown silty slightly clayey fine SAND.","402","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - Possible LAMINATED BEDS CHANNEL SAND)","","","" +"DATA","G7","0.00","1.20","MADE GROUND: Dark brown slightly clayey sandy subangular to subrounded fine to medium gravel of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G7","1.20","1.80","MADE GROUND: Black fine to coarse sand and subangular to subrounded fine to medium gravel of ash and clinker.","102","MG","","","","","","","" +"DATA","G7","1.80","4.10","Firm mottled brown grey slightly silty CLAY. Locally with orange staining and rootlets. Lenses of grey fine sand (2mm x 20mm). Occasional black plant material.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","G7","4.10","5.10","Soft to firm grey silty fine sandy CLAY with peat and plant fragments.","207","AL","","","","(ALLUVIUM)","","","" +"DATA","G7","5.10","5.40","Soft to firm blackish brown PEAT.","601","AL","","","","(ALLUVIUM)","","","" +"DATA","G7","5.40","13.70","Medium dense to dense grey fine to medium sandy subangular to subrounded fine to coarse GRAVEL of flint. Sand becomes yellowish brown.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G7","13.70","14.20","Grey fine to medium sandy subangular to subrounded fine to coarse GRAVEL of flint. Sand becomes yellowish brown. With pockets of firm grey silty clay.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G7","14.20","17.20","Firm dark grey slightly silty (becoming silty slightly fine sandy) fissured CLAY. Fissures are closely to extremely closely spaced randomly orientated planar to curviplanar with sometimes silty surfaces on larger fissures. Infilled burrows (1mm x 3mm) with light grey sandy clay.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G7","17.20","17.60","Grey silty fine to medium SAND with shelly fragments (<5mm).","403","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G7","17.60","18.10","Grey silty fine sandy subangular to subrounded fine to coarse GRAVEL of flint.","520","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G7","18.10","25.00","Very dense grey silty fine SAND. With occasional up to <5mm shell fragments.","403","WLB","","","","(LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS - Possible CHANNEL SAND)","","","" +"DATA","G8","0.00","1.00","MADE GROUND: Dark brown slightly silty gravelly fine to coarse sand. Gravel sized fragments are angular to subrounded fine to coarse of brick, flint, concrete, coal and rare ceramics.","102","MG","","","","","","","" +"DATA","G8","1.00","1.20","MADE GROUND: Dense black and brown gravelly ash. Gravel sized fragments are subangular to subrounded fine to coarse of brick, clinker, flint and concrete.","102","MG","","","","","","","" +"DATA","G8","1.20","3.90","MADE GROUND: Very dense dark brown black sandy gravelly ash. Gravel sized fragments are subangular to subrounded fine to coarse of brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","G8","3.90","5.00","MADE GROUND: Soft light brownish grey sandy gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of flint.","102","MG","","","","(ALLUVIUM)","","","" +"DATA","G8","5.00","6.20","MADE GROUND: Spongy very low strength dark brown slightly sandy slightly gravelly peat with thin to thick interlaminations of bluish grey silty clay. Gravel sized fragments are subangular to subrounded fine to medium of claystone and flint. Driller noted cobble sized fragments of concrete. Sand is fine to coarse.","102","MG","","","","(ALLUVIUM)","","","" +"DATA","G8","6.20","6.70","Firm mottled dark brown and dark grey silty sandy CLAY. Sand is fine to coarse. With occasional up to medium gravel sized fragments of wood.","207","AL","","","","(ALLUVIUM)","","","" +"DATA","G8","6.70","14.40","Medium dense to dense dark grey sandy subangular to subrounded fine to coarse GRAVEL of flints. Sand is coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G8","14.40","20.10","Very stiff fissured dark brownish grey silty sandy micaceous CLAY. Fissures are closely to extremely closely spaced planar to curviplanar with silty occasionally polished surfaces. Frequent lenses and burrows (<2mm) infilled with light grey silty clay.","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G8","20.10","21.90","Very stiff dark brownish grey slightly silty gravelly CLAY. With occasional shells and shell fragments. Gravel is subangular to subrounded fine to coarse of flint and claystone.","207","HCH","","","","(Possible HARWICH FORMATION)","","","" +"DATA","G8","21.90","25.00","Very dense grey silty fine SAND.","403","WLB","","","","(Possible LAMBETH GROUP - WOOLWICH FORMATION - LAMINATED BEDS - CHANNEL SAND)","","","" +"DATA","G9","0.00","0.20","TOPSOIL: Loose dark brown and black clayey fine to medium sand.","101","MG","","","","(TOPSOIL)","","","" +"DATA","G9","0.20","0.95","MADE GROUND: Yellowish brown gravelly fine to coarse sand. Gravel sized fragments are subangular to subrounded fine to coarse of concrete and flint.","102","MG","","","","","","","" +"DATA","G9","0.95","1.50","MADE GROUND: Brown clayey gravelly fine to coarse sand. Gravel sized fragments are subangular to subrounded fine to coarse of brick, flint and concrete.","102","MG","","","","","","","" +"DATA","G9","1.50","2.60","MADE GROUND: Medium dense brownish black slightly clayey sandy subangular to subrounded fine to coarse gravel sized fragments of brick, concrete, flint and ash. Sand sized fragments are fine to coarse.","102","MG","","","","(FILL)","","","" +"DATA","G9","2.60","4.00","Firm orangish brown friable silty CLAY.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","G9","4.00","5.90","Firm mottled orangish brown/grey silty clay with peat pockets.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","G9","5.90","7.30","Firm blackish brown PEAT.","601","AL","","","","(ALLUVIUM)","","","" +"DATA","G9","7.30","7.80","Loose dark grey very clayey slightly gravelly to gravelly fine to coarse SAND. Gravel is subrounded to subangular fine to coarse of flint.","410","RTD","","","","(Possible RIVER TERRACE DEPOSITS)","","","" +"DATA","G9","7.80","16.00","Medium dense greyish brown very sandy GRAVEL. Gravel is subangular to subrounded fine to coarse of flint. Sand is fine to coarse.","504","RTD","","","","(RIVER TERRACE DEPOSITS)","","","" +"DATA","G9","16.00","18.00","Firm to stiff grey slightly silty fissured laminated CLAY. Fissures are closely to extremely closely spaced planar to curviplanar with silty surfaces.","202","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G9","18.00","19.00","Stiff fissured greyish brown slightly sandy silty micaceous CLAY with rare white silt tubes (<1mm x 4mm). Fissures are predominantly 60-90 degrees and 0-20 degrees planar locally curved smooth locally polished. Sand is fine.","207","LC","","","","(LONDON CLAY FORMATION A2)","","","" +"DATA","G9","19.00","19.45","Assumed zone of core loss. (Logged from SPT sample) Stiff indistinctly fissured greyish brown sandy silty micaceous CLAY with rare locally some white silt tubes (<1mm x 5mm).","207","LC","","","","(LONDON CLAY FORMATION)","","","" +"DATA","G9","19.45","19.90","Stiff indistinctly fissured greyish brown sandy silty CLAY with a few rounded fine to coarse gravel sized fragments of pyritised lignite.","207","LC","","","","(LONDON CLAY FORMATION A2)","","","" +"DATA","G9","19.90","20.20","Very stiff brownish grey sandy CLAY with occasional fine to medium gravel sized white shells and shell fragments.","203","HCH","","","","(Possible HARWICH FORMATION)","","","" +"DATA","G9","20.20","20.75","Brownish grey gravelly very silty fine SAND. Gravel is subrounded to rounded fine to medium of black flint.","412","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G9","20.75","21.50","Assumed zone of core loss.","","HCH","","","","","","","" +"DATA","G9","21.50","22.00","Zone of no recovery from 21.50m to 21.74m. (Description from SPT sample) Very dense brownish grey slightly gravelly fine to medium SAND. Gravel is angular fine of black flint.","404","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G9","22.00","23.00","Zone of no recovery from 22.00m to 22.28m. (Description from SPT sample) Very dense brownish grey slightly gravelly silty fine to medium SAND. Gravel is angular fine to medium of black flint.","412","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G9","23.00","23.90","Assumed zone of core loss from 23.00m to 23.20m. (Description from SPT sample) Very dense brownish grey slightly gravelly slightly silty fine to medium SAND. Gravel is angular medium of black flint.","412","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G9","23.90","24.00","Very dense brownish grey slightly gravelly silty fine to medium SAND. Gravel is rounded fine of black flint.","412","HCH","","","","(HARWICH FORMATION)","","","" +"DATA","G9","24.00","24.85","Assumed zone of core loss from 24.00m to 24.17m. (Description from SPT sample) Very dense brownish grey slightly silty fine to medium SAND.","403","WLB","","","","(LAMBETH GROUP - Possible LAMINATED BEDS CHANNEL SAND)","","","" +"DATA","G9","24.85","25.00","Very dense brownish grey silty fine to medium SAND.","403","WLB","","","","(LAMBETH GROUP - Possible LAMINATED BEDS CHANNEL SAND)","","","" +"DATA","G9","25.00","25.22","Assumed zone of core loss from 25.00m to 25.22m. (Description from SPT sample) Very dense brownish grey clayey fine to medium SAND with rare fine gravel sized white shell fragments.","402","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS)","","","" +"DATA","G9","25.22","26.00","Very dense brownish grey clayey locally very clayey fine to medium SAND with a few fine to medium gravel sized white shell fragments.","402","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS)","","","" +"DATA","G9","26.00","26.70","Assumed zone of core loss from 26.00m to 26.34m. Description from SPT sample) Very dense indistinctly laminated brown and brownish grey clayey locally very clayey fine to medium SAND with some interlaminations of brown fine to medium sand with a few subrounded fine to medium gravel sized fragments of black lignite and rare fine to medium gravel sized white shell fragments.","402","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS)","","","" +"DATA","G9","26.70","28.03","Very dense locally indistinctly laminated silty locally very silty fine to medium SAND with rare fine gravel sized shell fragments.","403","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS)","","","" +"DATA","G9","28.03","28.51","Stiff locally indistinctly laminated dark grey slightly sandy locally sandy CLAY with some locally frequent fine to coarse gravel sized white shell fragments. Sand is fine to medium.","203","WLB","","","","(LAMBETH GROUP - LAMINATED BEDS)","","","" +"DATA","G9","28.51","28.99","Stiff locally firm brownish grey locally sandy CLAY with frequent locally abundant fine to coarse gravel sized white shell fragments. Sand is fine to medium.","203","WLS","","","","(LAMBETH GROUP - LOWER SHELLY BEDS)","","","" +"DATA","G9","28.99","29.30","Assumed zone of core loss.","","WLS","","","","","","","" +"DATA","G9","29.30","29.65","Assumed zone of core loss.","","WLS","","","","","","","" +"DATA","G9","29.65","30.59","Stiff fissured grey CLAY with abundant fine to coarse gravel sized white and brown shell fragments. Fissures are randomly orientated extremely closely to very closely spaced curved smooth locally polished.","201","WLS","","","","(LAMBETH GROUP - LOWER SHELLY BEDS)","","","" +"DATA","G9","30.59","31.32","Stiff light greenish brown mottled bluish green very sandy CLAY with occasional coarse gravel sized pockets of clayey fine to medium sand. Sand is fine to medium.","203","RLM","","","","(LAMBETH GROUP - LOWER MOTTLED BEDS)","","","" +"DATA","G9","31.32","33.70","Very dense orangish brown bluish green mottled silty locally very silty fine to medium predominantly fine SAND with a few locally some subangular fine to medium gravel sized nodules of creamish white calcrete.","403","RLM","","","","(LAMBETH GROUP - LOWER MOTTLED BEDS)","","","" +"DATA","G9","33.70","35.20","Very dense bluish grey locally mottled orangish brown silty locally very silty fine to medium predominantly fine SAND.","403","RLM","","","","(LAMBETH GROUP - LOWER MOTTLED BEDS)","","","" +"DATA","ST1","0.00","0.10","MADE GROUND: Black tarmacadam.","102","HS","","","","","","","" +"DATA","ST1","0.10","0.40","MADE GROUND: Grey concrete.","102","HS","","","","","","","" +"DATA","ST1","0.40","0.70","MADE GROUND: Brown gravelly clayey fine to medium sand. With low cobble content. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and flint. Cobble sized fragments are subangular to subrounded fine to coarse of brick, concrete and flint.","102","MG","","","","","","","" +"DATA","ST1","0.70","1.10","MADE GROUND: Grey reinforced concrete.","102","MG","","","","","","","" +"DATA","ST1","1.10","2.00","MADE GROUND: Black fine sand and angular to subangular fine to coarse gravel size fragments of ash and clinker. Concrete pile.","102","MG","","","","","","","" +"DATA","ST1","2.00","2.50","Firm grey slightly silty CLAY.","202","AL","","","","(ALLUVIUM)","","","" +"DATA","ST10","0.00","0.10","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","ST10","0.10","2.60","MADE GROUND: Dark brownish grey sandy gravelly clay with low cobble and low boulder content. Gravel sized fragments are subangular to subrounded fine to coarse of brick, concrete and flint. Cobble sized fragments are subangular to subrounded of brick and concrete. Boulder sized fragments are subangular to subrounded of brick and concrete. Frequent fragments of metal and wood.","102","MG","","","","","","","" +"DATA","ST8","0.00","0.30","MADE GROUND: Tarmacadam.","102","HS","","","","","","","" +"DATA","ST8","0.30","0.40","MADE GROUND: Light grey clayey fine to medium sand and subangular to subrounded fine to coarse gravel sized fragments of concrete and flint.","102","MG","","","","","","","" +"DATA","ST8","0.40","0.90","MADE GROUND: Dark grey slightly sandy slightly gravelly clay. Gravel sized fragments are subangular to subrounded fine to coarse of flint, brick and concrete. Sand sized fragments are fine to coarse.","102","MG","","","","","","","" +"DATA","ST9","0.00","0.05","MADE GROUND: Concrete.","102","HS","","","","","","","" +"DATA","ST9","0.05","0.70","MADE GROUND: Heavily reinforced concrete.","102","HS","","","","","","","" +"DATA","ST9","0.70","0.80","MADE GROUND: Concrete beam.","102","MG","","","","","","","" +"DATA","ST9","0.80","1.10","MADE GROUND: Brown and black fine to coarse sandy subangular to subrounded fine to coarse gravel sized fragments of brick, concrete and flint. Sand sized fragments are fine to coarse.","102","MG","","","","(FILL)","","","" + +"GROUP","GRAG" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","SPEC_DESC","SPEC_PREP","GRAG_UC","GRAG_VCRE","GRAG_GRAV","GRAG_SAND","GRAG_SILT","GRAG_CLAY","GRAG_FINE","GRAG_REM","GRAG_METH","GRAG_LAB","GRAG_CRED","TEST_STAT","FILE_FSET" +"UNIT","","m","","","","","m","","","","%","%","%","%","%","%","","","","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","X","1SF","1DP","1DP","1DP","1DP","1DP","1DP","X","X","X","X","X","X" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","Brownish grey sandy fine to coarse subangular GRAVEL.","","","0.0","73.0","25.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","Brown SAND and GRAVEL. Gravel is fine to coarse subangular.","","","0.0","47.0","51.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","Brown sandy fine to coarse subangular GRAVEL.","","","0.0","66.0","34.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","28.00","82","B","","01","28.00","Grey silty SAND.","","","0.0","0.0","79.0","11.0","10.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","3.50","16","B","","01","3.50","Brown sandy slightly gravelly CLAY. Gravel is fine to medium subangular.","","","0.0","11.0","39.0","23.0","27.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","11.50","47","B","","01","11.50","Brown sandy fine to coarse subangular GRAVEL.","","","0.0","74.0","25.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","14.50","55","B","","01","14.50","Brown slightly sandy fine to coarse subangular GRAVEL.","","","0.0","83.0","16.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","31.90","81","C","","01","31.90","Greenish grey SAND with dark grey clay lenses.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","43.0","40.0","17.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","33.83","85","C","","01","33.83","Bluish grey and greenish grey mottled slightly clayey silty SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","65.0","21.0","13.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","28.00","77","D","","01","28.00","Grey slightly clayey slightly gravelly SAND. Gravel is fine to medium rounded.","","","0.0","7.0","66.0","14.0","12.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","7.50","16","B","SEN1141203008","01","7.50","Brownish grey slightly sandy fine to coarse subangular GRAVEL.","","","0.0","72.0","17.0","","","11.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","10.00","22","B","SEN1141203014","02","10.00","Grey slightly clayey SAND with fine sized fragments of shell.","","","0.0","0.0","74.0","11.0","14.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","13.50","34","B","SEN1141203027","01","13.50","Grey clayey SAND.","","","0.0","1.0","60.0","21.0","18.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","8.00","21","B","SEN1141209002","01","8.00","Brownish grey slightly clayey SAND.","","","0.0","0.0","69.0","14.0","16.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","11.00","27","B","SEN1141209008","01","11.00","Grey clayey SAND.","","","0.0","0.0","73.0","12.0","15.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","12.50","30","B","SEN1141209011","01","12.50","Grey silty SAND.","","","0.0","0.0","73.0","12.0","15.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","21.00","54","B","SEN1141210013","01","21.00","Greyish brown slightly clayey sandy GRAVEL. Gravel is fine to medium subangular and subrounded.","","","0.0","45.0","35.0","9.0","10.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","22.50","59","B","SEN1141210018","01","22.50","Brownish grey silty SAND.","","","0.0","1.0","71.0","11.0","18.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","24.00","63","B","SEN1141211001","01","24.00","Greenish grey slightly clayey SAND.","","","0.0","0.0","68.0","12.0","19.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","25.50","68","B","SEN1141211006","01","25.50","Brownish grey slightly clayey SAND.","","","0.0","0.0","69.0","13.0","18.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","27.00","71","B","SEN1141211009","01","27.00","Grey clayey SAND.","","","0.0","0.0","76.0","10.0","14.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","28.50","74","B","SEN1141211012","01","28.50","Brownish grey slightly clayey SAND.","","","0.0","0.0","80.0","9.0","11.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","12.50","37","B","SEN1141216017","01","12.50","Grey sandy CLAY.","","","0.0","2.0","43.0","24.0","31.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","14.00","41","B","SEN1141216021","01","14.00","Grey very sandy CLAY.","","","0.0","1.0","59.0","18.0","23.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","17.00","47","B","SEN1141216027","01","17.00","Brownish grey clayey SAND.","","","0.0","0.0","59.0","19.0","21.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","8.90","18","B","","01","8.90","Brown sandy fine to coarse subangular GRAVEL.","","","0.0","71.0","27.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","11.00","22","B","","01","11.00","Brown sandy fine to coarse subangular GRAVEL with cobbles.","","","18.0","57.0","24.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","24.08","49","C","","01","24.08","Dark grey slightly silty slightly clayey SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","74.0","13.0","13.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","35.60","67","C","","01","25.60","Bluish grey and greenish grey slightly clayey slightly silty SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","63.0","20.0","16.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","38.18","69","C","","01","38.18","Dark grey slightly clayey slightly silty SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","77.0","10.0","13.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","37.50","68","D","","01","37.50","Greenish grey slightly clayey SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","70.0","12.0","19.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","6.90","30","B","","01","6.90","Grey slightly sandy GRAVEL. Gravel is fine to coarse angular to subangular.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","87.0","11.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","9.90","35","B","","01","9.90","Brown sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","7.0","65.0","27.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","24.50","87","B","","01","24.50","Grey slightly gravelly slightly clayey SAND. Gravel is fine to coarse subangular.","","","0.0","8.0","69.0","11.0","12.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","26.00","90","B","","02","26.00","Brownish grey slightly clayey SAND.","","","0.0","1.0","77.0","11.0","11.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","27.50","93","B","","01","27.50","Grey clayey SAND.","","","0.0","1.0","73.0","12.0","15.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G17","4.00","16","B","","01","4.00","Brown slightly sandy slightly clayey fine to coarse subangular GRAVEL.","","","0.0","65.0","21.0","8.0","7.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G17","7.00","31","B","","01","7.00","Brownish grey slightly sandy slightly clayey GRAVEL. Gravel is fine to coarse subangular.","","","0.0","61.0","23.0","10.0","6.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G17","11.00","51","B","","01","11.00","Brown sandy gravelly CLAY. Gravel is fine to medium subangular.","","","0.0","40.0","20.0","18.0","22.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G17","14.40","55","C","","01","14.30","Greyish brown CLAY.","","","0.0","0.0","6.0","43.0","52.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","5.00","20","B","","01","5.00","Grey slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","88.0","9.0","","","3.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","6.50","23","B","","01","6.50","Brown slightly sandy GRAVEL. Gravel is fine to coarse subangular.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","78.0","20.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","23.90","59","D","","01","23.90","Brown sandy fine to coarse GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","65.0","13.0","","","22.0","Dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","7.50","11","B","SEN1141121011","01","7.50","Brown slightly gravelly SAND. Gravel is fine to coarse subangular.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","18.0","81.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","4.50","4","B","SEN1141121004","01","4.50","Grey slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","84.0","11.0","","","4.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","2.20","12","B","","01","2.20","Greyish brown sandy slightly gravelly CLAY. Gravel is fine to medium subangular.","","","0.0","25.0","36.0","18.0","20.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","6.40","28","B","","01","6.50","Brown sandy fine to coarse subangular GRAVEL.","","","0.0","61.0","37.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","9.40","36","B","","01","9.40","Brown slightly sandy fine to coarse subangular GRAVEL","","","0.0","86.0","13.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","18.20","57","B","","01","18.20","Grey SAND.","","","0.0","0.0","85.0","7.0","7.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","19.20","59","B","","01","19.20","Brownish grey SAND.","","","0.0","0.0","89.0","","","11.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","21.20","65","B","","01","21.20","Brownish grey slightly silty SAND.","","","0.0","0.0","81.0","9.0","9.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","24.20","73","B","","01","24.20","Grey slightly clayey SAND.","","","0.0","0.0","81.0","8.0","10.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","7.00","25","B","SEN1150126006","01","7.00","Brown slightly sandy fine to coarse angular to subrounded GRAVEL. Gravel is mainly of flint.","","","0.0","80.0","19.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","8.50","28","B","SEN1150126009","01","8.50","Brown fine to coarse subangular GRAVEL.","","","0.0","93.0","6.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","4.10","16","D","SEN1150123016","01","4.10","Brown sandy fine to coarse angular to rounded GRAVEL.","","","0.0","57.0","37.0","","","5.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","5.00","20","D","SEN1150126001","01","5.00","Brown gravelly SAND. Gravel is fine to medium subangular to subrounded.","","","0.0","38.0","59.0","","","3.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","7.50","27","B","","01","7.50","Brownish grey fine to coarse subangular GRAVEL.","","","0.0","95.0","3.0","","","2.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","1.50","8","B","","01","1.50","MADE GROUND : Brown sandy gravelly clay. Gravel is fine to coarse subangular with brick fragments.","","","0.0","34.0","41.0","20.0","4.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","2.50","13","B","","01","2.50","MADE GROUND : Dark grey clayey sand and gravel. Gravel is fine to coarse angular with brick fragments.","","","0.0","43.0","39.0","10.0","8.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","8.50","41","B","","01","8.50","Brown slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","89.0","11.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G23","8.50","28","B","SEN1141117023","02","8.50","Brown sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","64.0","35.0","","","2.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G23","1.20","8","B","SEN1141114008","01","1.20","MADE GROUND : Dark brown sandy gravelly clay. Gravel is fine to coarse angular with brick fragments.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","44.0","35.0","11.0","10.0","","Dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G25A","0.50","4","B","","01","0.50","MADE GROUND : Brownish grey sandy fine to coarse gravel. Gravel is fine to coarse angular with concrete fragments.","","","1.0","63.0","29.0","","","7.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G25A","1.50","8","B","","01","1.50","MADE GROUND : Brown sandy gravelly clay. Gravel is fine to coarse subangular with brick fragments.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","43.0","33.0","12.0","13.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","2.00","9","B","","01","2.00","Brownish grey sandy gravelly CLAY. Gravel is fine to coarse angular.","","","0.0","38.0","35.0","13.0","15.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","9.00","45","D","","01","9.00","Dark brown slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","90.0","10.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G27A","4.50","23","B","","01","4.50","Dark grey sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","73.0","24.0","","","3.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G27A","9.00","41","B","","01","9.00","Dark grey slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","86.0","12.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","4.00","17","B","","01","4.00","Brown slightly gravelly SAND.","","","0.0","4.0","86.0","","","11.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","4.50","19","B","","01","4.50","Greyish brown slightly silty SAND.","","","0.0","2.0","86.0","","","12.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","6.00","24","B","","01","6.00","Grey slightly sandy fine to coarse very angular to rounded GRAVEL with occasional cobbles.","","","10.0","88.0","2.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","9.00","31","B","","01","9.00","Greyish brown fine to coarse subangular to rounded GRAVEL.","","","0.0","95.0","5.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","22.00","60","B","","01","22.00","Brownish grey slightly gravelly SAND. Gravel is fine to medium subangular.","","","0.0","13.0","75.0","","","12.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","23.50","62","B","","01","23.50","Grey silty SAND.","","","0.0","1.0","74.0","12.0","13.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","6.20","21","B","","01","6.20","Brown slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","10.0","78.0","11.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","9.20","30","B","","01","9.20","Brown slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","82.0","14.0","","","4.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","8.00","15","B","","01","8.00","Brown slightly sandy fine to coarse subangular GRAVEL.","","","0.0","85.0","14.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","10.00","20","B","","01","10.00","Brown slightly sandy fine to coarse subangular GRAVEL.","","","0.0","91.0","8.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","4.00","6","B","","01","4.00","Brown slightly sandy fine to coarse subangular GRAVEL.","","","2.0","79.0","17.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","9.80","37","B","","01","9.80","Brown sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","1.0","75.0","24.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","11.80","42","B","","01","11.80","Brown sandy GRAVEL. Gravel is fine to medium subangular.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","75.0","25.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","16.80","56","B","","01","16.80","Grey slightly silty slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","1.0","88.0","5.0","","","5.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","18.00","59","B","","01","18.00","Brownish grey slightly clayey slightly silty SAND with a few shell fragments.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","1.0","72.0","13.0","14.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","6.50","19","B","","01","6.50","Brown sandy GRAVEL. Gravel is fine to coarse subangular.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","79.0","20.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","11.50","30","B","","01","11.50","Grey slightly sandy fine to coarse angular to subrounded GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","96.0","4.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","19.00","51","B","","01","19.00","Brownish grey SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","1.0","87.0","","","13.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","23.00","59","B","","01","23.00","Brownish grey SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","92.0","","","8.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","17.50","47","D","","01","17.50","Grey silty SAND with occasional fine shell fragments.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","92.0","","","8.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","7.00","25","B","","01","7.00","Brownish grey slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","1.0","84.0","12.0","","","3.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","10.00","30","B","","01","10.00","Brown slightly sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","89.0","11.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","14.00","39","B","","01","14.00","Brown sandy fine to coarse subangular GRAVEL.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","61.0","38.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","21.90","65","B","","01","21.90","Grey slightly clayey slightly gravelly SAND. Gravel is fine to medium subangular.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","3.0","69.0","12.0","17.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","23.50","68","B","","01","23.50","Brownish grey slightly clayey SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","1.0","76.0","10.0","14.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","7.40","26","B","","01","7.40","Brownish grey sandy CLAY.","","","0.0","1.0","52.0","23.0","24.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","8.00","29","B","","01","8.00","Brown slightly sandy fine to coarse subangular GRAVEL.","","","0.0","78.0","21.0","","","2.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","12.50","38","B","","01","12.50","Brown sandy fine to coarse subangular GRAVEL.","","","0.0","68.0","32.0","","","0.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","15.50","43","B","","01","15.50","Brown slightly sandy fine to coarse subangular GRAVEL.","","","1.0","80.0","18.0","","","1.0","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","1.00","6","B","","01","1.00","MADE GROUND: Brown sandy gravelly clay. Gravel is fine to coarse subangular.","","","0.0","34.0","36.0","13.0","17.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","32.00","68","C","","01","32.08","Bluish grey slightly clayey SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","82.0","7.0","12.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","33.00","70","C","","01","33.00","Greenish brown and bluish grey mottled slightly clayey SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","74.0","12.0","13.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","34.38","72","C","","01","34.38","Green and bluish grey mottled slightly clayey slightly silty SAND.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","72.0","15.0","13.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","27.00","60","D","","01","27.00","Greyish brown clayey SILT.","BS 1377: Part 1: 1990: 7.3 and 7.4.5","","0.0","0.0","26.0","59.0","15.0","","No dispersant used when soaking specimen.","BS 1377: Part 2: 1990: 9.2, 9.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" + +"GROUP","GRAT" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","GRAT_SIZE","GRAT_PERP","GRAT_TYPE","GRAT_REM","FILE_FSET" +"UNIT","","m","","","","","m","mm","%","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","3SF","0DP","PA","X","X" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","0.0630","1","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","0.150","3","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","0.212","5","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","0.300","10","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","0.425","18","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","0.600","22","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","1.18","24","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","2.00","27","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","3.35","31","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","5.00","39","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","6.30","46","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","10.0","66","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","14.0","83","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","20.0","94","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","28.0","100","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","37.5","100","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","50.0","100","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","63.0","100","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","75.0","100","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","90.0","100","WS","","" +"DATA","G10A","9.50","30","B","SEN1150109003","01","9.50","125","100","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","0.0630","1","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","0.150","6","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","0.212","11","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","0.300","19","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","0.425","29","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","0.600","37","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","1.18","46","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","2.00","52","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","3.35","59","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","5.00","63","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","6.30","68","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","10.0","77","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","14.0","84","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","20.0","89","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","28.0","93","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","37.5","96","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","50.0","98","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","63.0","100","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","75.0","100","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","90.0","100","WS","","" +"DATA","G10A","12.50","34","B","SEN1150112001","01","12.50","125","100","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","0.0630","0","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","0.150","1","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","0.212","2","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","0.300","6","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","0.425","14","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","0.600","21","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","1.18","29","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","2.00","34","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","3.35","39","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","5.00","45","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","6.30","51","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","10.0","69","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","14.0","83","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","20.0","90","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","28.0","98","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","37.5","100","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","50.0","100","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","63.0","100","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","75.0","100","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","90.0","100","WS","","" +"DATA","G10A","14.00","36","B","SEN1150112003","01","14.00","125","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.00150","10","HY","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.00300","10","HY","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.00500","12","HY","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.00830","13","HY","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.0184","15","HY","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.0260","16","HY","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.0509","20","HY","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.0630","21","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.150","96","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.212","98","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.300","98","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.425","99","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","0.600","99","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","1.18","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","2.00","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","3.35","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","5.00","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","6.30","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","10.0","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","14.0","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","20.0","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","28.0","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","37.5","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","50.0","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","63.0","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","75.0","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","90.0","100","WS","","" +"DATA","G10A","28.00","82","B","","01","28.00","125","100","WS","","" +"DATA","G11A","3.50","16","B","","01","3.50","0.00140","26","HY","","" +"DATA","G11A","3.50","16","B","","01","3.50","0.00300","28","HY","","" +"DATA","G11A","3.50","16","B","","01","3.50","0.00530","32","HY","","" +"DATA","G11A","3.50","16","B","","01","3.50","0.00790","34","HY","","" +"DATA","G11A","3.50","16","B","","01","3.50","0.0172","41","HY","","" 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+"DATA","G7","0.00","3.00","","90","","" +"DATA","G7","0.00","25.00","","90","","" +"DATA","G7","3.18","25.00","","90","","" +"DATA","G8","0.00","25.00","","90","","" +"DATA","G8","4.09","25.00","","90","","" +"DATA","G9","0.00","7.00","","90","","" +"DATA","G9","0.00","18.00","","90","","" +"DATA","G9","0.00","35.20","","90","","" +"DATA","G9","4.41","18.00","","90","","" +"DATA","G9","4.41","35.20","","90","","" +"DATA","ST1","0.00","2.50","","90","","" +"DATA","ST1","5.27","2.50","","90","","" +"DATA","ST10","0.00","2.60","10","90","","" +"DATA","ST10","5.27","2.60","10","90","","" +"DATA","ST8","0.00","0.90","300","90","","" +"DATA","ST8","6.06","0.90","300","90","","" +"DATA","ST9","0.00","1.10","300","90","","" +"DATA","ST9","2.81","1.10","300","90","","" + +"GROUP","IPID" +"HEADING","LOCA_ID","IPID_DPTH","IPID_TESN","IPID_DATE","IPID_TEMP","IPID_RES","IPID_REM","IPID_ENV","IPID_METH","IPID_CONT","IPID_CRED","TEST_STAT","GEOL_STAT","FILE_FSET" +"UNIT","","m","","yyyy-mm-dd","","ppmv","","","","","","","","" +"TYPE","ID","2DP","X","DT","1DP","XN","X","X","X","X","X","X","X","X" +"DATA","EB1","0.30","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB1","1.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB1","10.50","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","0.30","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","0.50","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","1.00","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","1.50","1","2014-12-12","","6.70","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","2.30","1","2014-12-12","","5.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","3.30","1","2014-12-12","","7.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","3.70","1","2014-12-12","","0.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","4.70","1","2014-12-12","","0.80","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","6.70","1","2014-12-12","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","8.70","1","2014-12-15","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","10.70","1","2014-12-15","","1.10","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","12.70","1","2014-12-15","","0.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB2","13.50","1","2014-12-15","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3","1.80","1","2014-11-28","","830.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","0.30","1","2014-11-28","","140.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","0.50","1","2014-11-28","","590.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","1.00","1","2014-11-28","","110.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","2.00","1","2014-11-28","","50.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","3.00","1","2014-11-28","","290.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","4.00","1","2014-11-28","","190.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","4.80","1","2014-12-10","","16.70","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","7.00","1","2014-12-11","","7.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","8.50","1","2014-12-11","","5.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","10.50","1","2014-12-11","","8.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","12.50","1","2014-12-11","","26.70","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB3A","13.40","1","2014-12-11","","4.70","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB4","0.30","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB4","0.55","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB4","1.10","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB4","2.10","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB4","2.50","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB4","4.50","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB4","6.50","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB4","8.50","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB4","10.70","1","2015-01-22","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","1.00","1","2014-12-11","","3.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","2.00","1","2014-12-11","","8.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","3.00","1","2014-12-11","","343.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","5.00","1","2014-12-12","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","5.50","1","2014-12-12","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","6.00","1","2014-12-12","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","7.00","1","2014-12-12","","12.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","9.00","1","2014-12-15","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","9.70","1","2014-12-15","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB5","12.00","1","2014-12-15","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB6","0.30","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB6","1.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB6","2.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB6","3.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB6","4.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB6","6.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB6","8.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB6","10.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB6","11.30","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB7","0.30","1","2014-12-19","","3.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB7","0.50","1","2014-12-19","","13.80","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB7","1.00","1","2014-12-19","","1.90","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB7","2.00","1","2014-12-19","","1.10","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","EB7","2.50","1","2014-12-19","","1.10","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET1","0.30","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET1","0.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET1","1.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET1","1.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET1","2.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET10","0.30","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET10","0.50","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET10","0.80","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET10","1.00","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET10","2.00","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET11","0.30","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET11","0.50","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET11","0.80","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET11","1.00","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET11","2.00","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET12","0.30","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET12","0.80","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET12","1.00","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET12","2.00","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET12","3.00","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET12","4.00","1","2014-11-26","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET12","0.80","2","2014-11-28","","49.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET12","1.00","2","2014-11-28","","17.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET12","4.00","2","2014-11-28","","176.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET16","0.30","1","2014-11-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET16","0.50","1","2014-11-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET16","1.00","1","2014-11-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET16","1.50","1","2014-11-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET16","2.00","1","2014-11-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET17","0.30","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET17","0.80","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET17","1.00","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET18","0.50","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET18","0.80","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET18","1.00","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET18","2.00","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET18","3.00","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET18","4.00","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET19","0.30","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET19","0.80","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET19","1.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET19","2.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET20","0.50","1","2014-11-21","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET20","0.80","1","2014-11-21","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET20","1.00","1","2014-11-21","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET20","2.00","1","2014-11-21","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET20","3.00","1","2014-11-21","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET24","0.30","1","2014-12-12","","1.10","Possible moisture interference on probe","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET24","0.50","1","2014-12-12","","3.10","Possible moisture interference on probe","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET24","1.00","1","2014-12-12","","2.80","Possible moisture interference on probe","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET24","2.00","1","2014-12-12","","0.80","Possible moisture interference on probe","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET27","0.30","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET27","0.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET27","1.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET27","1.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET28","0.30","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET28","0.50","1","2015-01-19","","0.90","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET28","1.00","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET28","1.50","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET28","2.00","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET28","2.50","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET28","3.00","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET28","3.50","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET29","0.30","1","2014-12-16","","1.60","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET29","0.50","1","2014-12-16","","4.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET29","1.00","1","2014-12-16","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET29","2.00","1","2014-12-16","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET29","3.00","1","2014-12-16","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET29","3.60","1","2014-12-16","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET29","3.80","1","2014-12-16","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET3","0.30","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET3","0.50","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET30","0.30","1","2015-01-19","","7.10","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET30","0.50","1","2015-01-19","","29.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET30","1.00","1","2015-01-19","","3.90","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET30","1.50","1","2015-01-19","","1.80","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET30","2.00","1","2015-01-19","","1.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET30","2.50","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET30","3.00","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET31","0.30","1","2014-12-10","","1.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET31","0.50","1","2014-12-10","","1.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET31","1.00","1","2014-12-10","","1.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET31","2.00","1","2014-12-10","","2.90","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET31","3.00","1","2014-12-10","","1.10","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET31","4.00","1","2014-12-10","","2.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET32","0.30","1","2014-12-10","","1.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET32","1.00","1","2014-12-10","","1.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET32","2.00","1","2014-12-10","","6.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET32","3.00","1","2014-12-10","","6.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET32","4.00","1","2014-12-10","","3.90","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET32","4.80","1","2014-12-10","","1.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET35","0.50","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET35","1.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET35","2.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET35","2.50","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET35","3.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET35","3.50","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET35","4.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET35","4.50","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","0.30","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","0.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","1.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","1.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","2.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","2.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","3.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","3.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","4.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET4","4.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET5","0.30","1","2014-12-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET5","0.50","1","2014-12-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET5","0.75","1","2014-12-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET6","0.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET6","1.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET6","1.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET6","2.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET6","2.50","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET6","3.00","1","2015-01-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET8A","0.30","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET8A","0.50","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET8A","1.00","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET8A","1.70","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET8A","1.90","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET8A","2.90","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET8A","3.50","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET9","0.30","1","2014-11-25","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET9","0.50","1","2014-11-25","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET9","0.80","1","2014-11-25","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET9","1.00","1","2014-11-25","","0.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET9","2.00","1","2014-11-25","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET9","3.00","1","2014-11-25","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","ET9","4.00","1","2014-11-25","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1","0.30","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1","1.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1","2.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10","0.30","1","2014-12-02","","1.20","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10","0.50","1","2014-12-02","","1.60","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10","1.00","1","2014-12-02","","1.50","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10","1.30","1","2014-12-02","","1.20","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","0.50","1","2015-01-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","2.50","1","2015-01-20","","7.90","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","3.50","1","2015-01-20","","16.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","4.50","1","2015-01-20","","1.90","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","6.00","1","2015-01-20","","4.70","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","8.50","1","2015-01-20","","0.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","9.50","1","2015-01-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","11.00","1","2015-01-20","","0.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","20.40","1","2015-01-20","","0.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","28.00","1","2015-01-20","","0.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","29.50","1","2015-01-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G10A","31.00","1","2015-01-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G12","20.00","1","2014-12-09","","54.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G16","0.40","1","2015-01-19","","0.80","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G16","1.00","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G16","1.40","1","2015-01-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G16","2.50","1","2015-01-19","","0.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G16","15.50","1","2015-01-19","","0.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","0.30","1","2014-12-05","","1.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","0.50","1","2014-12-05","","0.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","1.00","1","2014-12-05","","0.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","2.00","1","2014-12-09","","0.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","3.00","1","2014-12-09","","1.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","4.00","1","2014-12-09","","1.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","5.00","1","2014-12-09","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","6.00","1","2014-12-09","","1.10","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","7.00","1","2014-12-09","","1.60","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","8.00","1","2014-12-10","","7.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","9.00","1","2014-12-10","","4.70","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","10.00","1","2014-12-10","","4.60","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","11.00","1","2014-12-10","","5.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G17","0.30","2","2014-12-09","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G18","0.30","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G18","1.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G18","2.00","1","2014-11-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G18","9.30","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G18","10.30","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G19","0.30","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G19","0.50","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G19A","0.30","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G19A","0.50","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G19A","1.00","1","2014-11-20","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G19B","4.50","1","2014-11-21","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G19B","6.50","1","2014-11-21","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G19B","8.30","1","2014-11-24","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1B","0.30","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1B","0.50","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1B","1.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1B","2.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1B","3.20","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1B","5.30","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G1B","7.30","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G2","4.00","1","2015-01-28","","0.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G20","0.50","1","2014-12-12","","2.60","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G20","1.50","1","2014-12-12","","2.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G20","2.50","1","2014-12-12","","2.70","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G20","3.50","1","2014-12-12","","1.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G21","1.00","1","2014-12-16","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","0.30","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","1.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","1.50","1","2014-12-08","","1.70","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","2.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","2.50","1","2014-12-08","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","3.00","1","2014-12-08","","0.10","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","3.50","1","2014-12-08","","1.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","4.00","1","2014-12-08","","0.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","4.50","1","2014-12-08","","0.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","5.50","1","2014-12-08","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","6.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","8.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","9.50","1","2014-12-08","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","10.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G22","20.00","1","2014-12-08","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G23","0.30","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G23","1.00","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G23","1.50","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G23","2.50","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G23","4.50","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G23","6.50","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G23","8.50","1","2014-11-17","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G25","0.30","1","2014-11-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G25","0.50","1","2014-11-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G25","1.00","1","2014-11-19","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G26","1.00","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G26","2.00","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G26","3.00","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G26","4.00","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G26","6.00","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G26","8.00","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G26","10.00","1","2014-12-18","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G27A","0.30","1","2014-12-18","","1.60","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G27A","0.50","1","2014-12-18","","1.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G27A","1.00","1","2014-12-18","","67.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G27A","2.00","1","2014-12-18","","107.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G27A","3.00","1","2014-12-18","","52.00","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G27A","4.00","1","2014-12-18","","11.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G3","0.30","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G3","1.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G3","2.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G3","3.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G3","4.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G3","5.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G3","7.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G3","9.00","1","2015-01-28","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G3","11.00","1","2015-01-28","","0.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G4","0.30","1","2014-12-10","","1.60","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G4","0.50","1","2014-12-10","","3.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G4","1.00","1","2014-12-10","","1.50","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G4","2.00","1","2014-12-10","","2.30","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G4","3.00","1","2014-12-10","","8.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G4","4.80","1","2014-12-10","","13.90","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G4","8.20","1","2014-12-11","","25.10","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G4","10.20","1","2014-12-11","","15.40","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G4","12.00","1","2014-12-12","","2.20","","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G5","3.50","1","2015-02-03","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G5","5.50","1","2015-02-03","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G5","7.50","1","2015-02-03","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G5","9.50","1","2015-02-03","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G5","11.20","1","2015-02-03","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","0.30","1","2014-12-02","","18.70","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","0.50","1","2014-12-02","","3.00","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","1.00","1","2014-12-02","","2.20","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","1.50","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","2.00","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","3.20","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","5.30","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","7.50","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","9.30","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","11.30","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G6","13.20","1","2014-12-05","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G7","0.30","1","2014-11-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G7","0.50","1","2014-11-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G7","1.00","1","2014-11-27","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRae2000","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G7","11.10","1","2014-12-08","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G8","14.00","1","2014-12-08","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G9","0.30","1","2014-12-02","","1.20","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G9","0.50","1","2014-12-02","","2.20","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G9","1.00","1","2014-12-02","","1.90","Possible moisture interference on readings","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G9","2.00","1","2014-12-09","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G9","3.00","1","2014-12-09","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G9","4.00","1","2014-12-09","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" +"DATA","G9","5.00","1","2014-12-09","","","Result below detection limit of 0.1ppm. ","","Carried out on sample using photo ionisation detector fitted with 10.6 eV lamp using a MiniRaeLite","Soil Engineering Geoservices Limited","Not Accredited","Not Checked","","" + +"GROUP","IPRG" +"HEADING","LOCA_ID","IPRG_TOP","IPRG_TESN","IPRG_BASE","IPRG_STG","IPRG_TYPE","IPRG_PRWL","IPRG_SWAL","IPRG_TDIA","IPRG_SDIA","IPRG_IPRM","IPRG_FLOW","IPRG_AWL","IPRG_HEAD","IPRG_DATE","IPRG_REM","IPRG_ENV","IPRG_METH","IPRG_CONT","IPRG_CRED","TEST_STAT","FILE_FSET" +"UNIT","","m","","m","","","m","m","m","m","m/s","l/s","m","m","yyyy-mm-dd","","","","","","","" +"TYPE","ID","2DP","X","2DP","0DP","PA","X","X","2DP","3DP","2SCI","1DP","2DP","2DP","DT","X","X","X","X","X","X","X" +"DATA","G11A","6.00","1","6.00","","FALLING","","-0.50","0.25","0.250","2.90E-007","","","","2014-11-28","Negative values in depth to water column and at end of test indicate that water surface is above ground level. Permeability of the soils too low to accurately determine using falling head method.","Cloudy","BS5930: 1999: Clause 25.4","Soil Engineering Geoservices Limited","Not Accredited","Unchecked","" +"DATA","G11A","9.80","2","10.00","","FALLING","6.20","-0.50","0.25","0.250","7.70E-008","","","","2014-12-01","Negative values in depth to water column and at end of test indicate that water surface is above ground level. Permeability of the soils too low to accurately determine using falling head method.","Cloudy","BS5930: 1999: Clause 25.4","Soil Engineering Geoservices Limited","Not Accredited","Unchecked","" +"DATA","G11A","16.30","3","16.50","","FALLING","8.20","0.00","0.25","0.250","5.60E-007","","","","2014-12-02","","Cloudy","BS5930: 1999: Clause 25.4","Soil Engineering Geoservices Limited","Not Accredited","Unchecked","" +"DATA","G15","10.00","1","10.00","","FALLING","1.60","-0.60","0.20","0.200","5.50E-006","","","","2015-01-20","","Cloudy","BS5930: 1999: Clause 25.4","Soil Engineering Geoservices Limited","Not Accredited","Unchecked","" +"DATA","G15","12.00","2","13.50","","FALLING","1.40","-0.20","0.20","0.200","2.10E-007","","","","2015-01-21","","Cloudy","BS5930: 1999: Clause 25.4","Soil Engineering Geoservices Limited","Not Accredited","Unchecked","" + +"GROUP","IPRT" +"HEADING","LOCA_ID","IPRG_TOP","IPRG_TESN","IPRG_BASE","IPRG_STG","IPRT_TIME","IPRT_DPTH","IPRT_REM","FILE_FSET" +"UNIT","","m","","m","","hh:mm:ss","m","","" +"TYPE","ID","2DP","X","2DP","0DP","T","X","X","X" +"DATA","G11A","6.00","1","6.00","","00:00:00","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:00:30","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:01:00","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:01:30","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:02:00","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:02:30","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:03:00","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:03:30","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:04:00","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:04:30","-0.50","","" +"DATA","G11A","6.00","1","6.00","","00:05:00","-0.49","","" +"DATA","G11A","6.00","1","6.00","","00:06:00","-0.49","","" +"DATA","G11A","6.00","1","6.00","","00:07:00","-0.49","","" +"DATA","G11A","6.00","1","6.00","","00:08:00","-0.49","","" +"DATA","G11A","6.00","1","6.00","","00:09:00","-0.49","","" +"DATA","G11A","6.00","1","6.00","","00:10:00","-0.49","","" +"DATA","G11A","6.00","1","6.00","","00:15:00","-0.48","","" +"DATA","G11A","6.00","1","6.00","","00:20:00","-0.47","","" +"DATA","G11A","6.00","1","6.00","","00:25:00","-0.46","","" +"DATA","G11A","6.00","1","6.00","","00:30:00","-0.45","","" +"DATA","G11A","6.00","1","6.00","","00:35:00","-0.44","","" +"DATA","G11A","6.00","1","6.00","","00:40:00","-0.43","","" +"DATA","G11A","6.00","1","6.00","","00:45:00","-0.42","","" +"DATA","G11A","6.00","1","6.00","","00:50:00","-0.42","","" +"DATA","G11A","6.00","1","6.00","","00:55:00","-0.41","","" +"DATA","G11A","6.00","1","6.00","","01:00:00","-0.41","","" +"DATA","G11A","9.80","2","10.00","","00:00:00","-0.50","","" +"DATA","G11A","9.80","2","10.00","","00:00:30","-0.50","","" +"DATA","G11A","9.80","2","10.00","","00:01:00","-0.50","","" +"DATA","G11A","9.80","2","10.00","","00:01:30","-0.50","","" +"DATA","G11A","9.80","2","10.00","","00:02:00","-0.50","","" +"DATA","G11A","9.80","2","10.00","","00:02:30","-0.50","","" +"DATA","G11A","9.80","2","10.00","","00:03:00","-0.50","","" +"DATA","G11A","9.80","2","10.00","","00:03:30","-0.50","","" +"DATA","G11A","9.80","2","10.00","","00:04:00","-0.50","","" +"DATA","G11A","9.80","2","10.00","","00:04:30","-0.49","","" +"DATA","G11A","9.80","2","10.00","","00:05:00","-0.49","","" +"DATA","G11A","9.80","2","10.00","","00:06:00","-0.49","","" +"DATA","G11A","9.80","2","10.00","","00:07:00","-0.49","","" +"DATA","G11A","9.80","2","10.00","","00:08:00","-0.49","","" +"DATA","G11A","9.80","2","10.00","","00:09:00","-0.49","","" +"DATA","G11A","9.80","2","10.00","","00:10:00","-0.49","","" +"DATA","G11A","9.80","2","10.00","","00:15:00","-0.48","","" +"DATA","G11A","9.80","2","10.00","","00:20:00","-0.47","","" +"DATA","G11A","9.80","2","10.00","","00:25:00","-0.47","","" +"DATA","G11A","9.80","2","10.00","","00:30:00","-0.46","","" +"DATA","G11A","9.80","2","10.00","","00:35:00","-0.46","","" +"DATA","G11A","9.80","2","10.00","","00:40:00","-0.45","","" +"DATA","G11A","9.80","2","10.00","","00:45:00","-0.45","","" +"DATA","G11A","9.80","2","10.00","","00:50:00","-0.44","","" +"DATA","G11A","9.80","2","10.00","","00:55:00","-0.44","","" +"DATA","G11A","9.80","2","10.00","","01:00:00","-0.44","","" +"DATA","G11A","16.30","3","16.50","","00:00:00","0.00","","" +"DATA","G11A","16.30","3","16.50","","00:00:30","0.01","","" +"DATA","G11A","16.30","3","16.50","","00:01:00","0.01","","" +"DATA","G11A","16.30","3","16.50","","00:01:30","0.02","","" +"DATA","G11A","16.30","3","16.50","","00:02:00","0.02","","" +"DATA","G11A","16.30","3","16.50","","00:02:30","0.03","","" +"DATA","G11A","16.30","3","16.50","","00:03:00","0.03","","" +"DATA","G11A","16.30","3","16.50","","00:03:30","0.03","","" +"DATA","G11A","16.30","3","16.50","","00:04:00","0.04","","" +"DATA","G11A","16.30","3","16.50","","00:04:30","0.04","","" +"DATA","G11A","16.30","3","16.50","","00:05:00","0.05","","" +"DATA","G11A","16.30","3","16.50","","00:06:00","0.06","","" +"DATA","G11A","16.30","3","16.50","","00:07:00","0.07","","" +"DATA","G11A","16.30","3","16.50","","00:08:00","0.08","","" +"DATA","G11A","16.30","3","16.50","","00:09:00","0.09","","" +"DATA","G11A","16.30","3","16.50","","00:10:00","0.10","","" +"DATA","G11A","16.30","3","16.50","","00:15:00","0.16","","" +"DATA","G11A","16.30","3","16.50","","00:20:00","0.20","","" +"DATA","G11A","16.30","3","16.50","","00:25:00","0.24","","" +"DATA","G11A","16.30","3","16.50","","00:30:00","0.28","","" +"DATA","G11A","16.30","3","16.50","","00:40:00","0.42","","" +"DATA","G11A","16.30","3","16.50","","00:50:00","0.49","","" +"DATA","G11A","16.30","3","16.50","","01:00:00","0.56","","" +"DATA","G15","10.00","1","10.00","","00:00:00","-0.60","","" +"DATA","G15","10.00","1","10.00","","00:00:30","-0.60","","" +"DATA","G15","10.00","1","10.00","","00:01:00","-0.59","","" +"DATA","G15","10.00","1","10.00","","00:01:30","-0.57","","" +"DATA","G15","10.00","1","10.00","","00:02:00","-0.56","","" +"DATA","G15","10.00","1","10.00","","00:02:30","-0.56","","" +"DATA","G15","10.00","1","10.00","","00:03:00","-0.54","","" +"DATA","G15","10.00","1","10.00","","00:03:30","-0.53","","" +"DATA","G15","10.00","1","10.00","","00:04:00","-0.53","","" +"DATA","G15","10.00","1","10.00","","00:04:30","-0.52","","" +"DATA","G15","10.00","1","10.00","","00:05:00","-0.51","","" +"DATA","G15","10.00","1","10.00","","00:06:00","-0.49","","" +"DATA","G15","10.00","1","10.00","","00:07:00","-0.47","","" +"DATA","G15","10.00","1","10.00","","00:08:00","-0.45","","" +"DATA","G15","10.00","1","10.00","","00:09:00","-0.42","","" +"DATA","G15","10.00","1","10.00","","00:10:00","-0.41","","" +"DATA","G15","10.00","1","10.00","","00:15:00","-0.31","","" +"DATA","G15","10.00","1","10.00","","00:20:00","-0.22","","" +"DATA","G15","10.00","1","10.00","","00:25:00","-0.15","","" 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+"DATA","ET6","2.50","10","B","","01","2.40","Brown sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","85","30","55","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","ET6","1.50","6","B","","01","1.50","Brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","61","24","37","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","5.00","15","D","SEN1150107007","01","5.00","Grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","110","44","68","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","16.50","41","D","SEN1150112008","01","16.50","Greyish brown silty CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","66","27","39","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","19.90","52","D","SEN1150113008","01","19.90","Fissured grey CLAY with occasional silt partings","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","81","28","53","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","20.40","56","D","SEN1150113012","01","20.40","Grey CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","71","23","48","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","23.30","65","D","SEN1150114009","01","23.30","Grey sandy gravelly CLAY. Gravel is fine to medium subangular","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","66","23","43","91","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","24.00","67","D","SEN1150114011","01","24.00","Grey and dark grey mottled slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","51","20","31","98","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","25.00","71","D","SEN1150114015","01","25.00","Grey silty fine sandy CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","56","22","34","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","27.50","79","D","SEN1150114023","01","27.50","Light grey slightly clayey silty SAND.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","32","20","12","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","30.50","89","D","","01","30.50","Greyish brown CLAY with freguent shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","71","27","44","76","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","32.00","94","D","","01","32.00","Bluish grey slightly sandy CLAY with frequent weathered shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","37","13","24","84","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","34.30","86","C","","01","34.30","Brown grey amd greenish grey mottled clayey silty SAND.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","31","21","10","100","","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","4.50","19","D","","01","4.50","Brown and grey mottled slightly sandy CLAY with organic patches.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","130","53","76","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","6.50","28","D","","01","6.50","Greyish brown CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","100","38","63","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","9.00","38","D","","01","9.00","Dark brown CLAY with occasional organic pockets","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","84","33","51","98","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","16.45","61","D","","01","16.45","Greyish brown slightly sandy slightly gravelly CLAY. Gravel is fine angular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","63","23","40","99","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","18.00","71","D","","01","18.00","Greyish brown slightly sandy CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","74","26","48","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","20.75","76","D","","01","20.75","Dark greyish brown slightly gravelly slightly sandy CLAY. Gravel is fine to medium subangular","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","49","19","30","73","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","30.00","78","D","","01","30.00","Grey CLAY with freguent shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","53","19","34","65","Wet sieve","","","Insufficient specimen to perform 4 point test.","BS1377: Part 2: 1990: Clause 4.4 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","33.50","84","D","","01","33.50","Greenish brown slightly clayey silty fine SAND","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","34","22","12","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","10.00","22","B","SEN1141203014","01","10.00","Grey slightly clayey SAND with occasional fine shell fragments","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","34","NP","","100","Natural","","","Tested as 1 point Liquid Limit due to the sample being sand and/or silt and it is very difficult to get all four points on a line.","BS1377: Part 2: 1990: Clause 4.4 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","6.50","12","D","SEN1141203004","01","6.50","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","70","25","45","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","9.50","20","D","SEN1141203012","01","9.50","Grey sandy slightly gravelly CLAY. Gravel is fine to medium subangular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","33","15","18","69","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","11.00","23","D","SEN1141203016","01","11.00","Light grey very silty slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","45","18","27","100","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","15.00","37","D","SEN1141203030","01","15.00","Grey slightly sandy CLAY with shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","54","22","32","82","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","16.00","41","D","SEN1141204004","01","16.00","Grey slightly sandy CLAY with freguent shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","60","22","38","59","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","18.00","48","D","SEN1141204011","01","18.00","Bluish grey and light grey mottled CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","31","12","19","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","20.50","54","D","SEN1141205005","01","20.50","Greenish grey and bluish grey mottled slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","42","17","25","98","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","22.00","57","D","SEN1141205008","01","22.00","Greenish grey sandy gravelly CLAY. Gravel is fine to medium subangular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","44","17","27","55","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","3.50","7","D","SEN1141202008","01","3.50","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","82","29","53","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","6.50","16","D","SEN1141208016","01","6.50","Brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","65","25","40","99","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","12.50","29","D","SEN1141209010","01","12.50","Grey clayey silty fine SAND","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","32","17","15","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","14.50","34","D","SEN1141209015","01","14.50","Greyish brown CLAY with shell fragments","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","75","27","48","81","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","17.00","42","D","SEN1141210001","01","17.00","Yellowish grey slightly sandy CLAY with occasional shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","41","15","26","87","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","18.50","46","D","SEN1141210005","01","18.50","Yellowish grey and dark grey mottled slightly sandy CLAY with shell fragments","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","57","19","38","84","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","19.50","49","D","SEN1141210008","01","19.50","Bluish grey and yellowish brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","42","18","24","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","2.50","8","D","SEN1141208008","01","2.50","Brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","83","25","58","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","6.00","15","D","SEN1141215015","01","6.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","63","20","43","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","9.00","22","D","SEN1141216002","01","9.00","Greyish brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","56","20","36","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","10.00","26","D","SEN1141216006","01","10.00","Brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","71","26","45","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","19.50","52","D","SEN1141218003","01","19.50","Brown CLAY with occasional shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","61","18","43","94","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","20.00","53","D","SEN1141218004","01","20.00","Greyish brown CLAY with frequent shell fragments","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","37","15","22","79","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","21.00","55","D","SEN1141218006","01","21.00","Greyish brown gravelly CLAY. Gravel is fine to coarse subangular","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","35","12","23","67","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","3.00","9","D","SEN1141215009","01","3.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","66","25","41","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","6.45","10","D","","01","6.45","Dark greyish brown mottled peaty CLAY with decayed fibres","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","120","60","60","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","12.45","26","D","","01","12.45","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","73","25","48","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.4 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","17.60","38","D","","01","17.60","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","74","31","43","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","5.45","4","D","","01","5.45","Dark brownish black PEAT","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","210","140","71","100","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.4 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","20.60","43","D","","01","20.60","Brownish grey slightly sandy silty CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","66","24","42","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","23.40","48","D","","01","23.40","Grey clayey silty fine SAND","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","29","NP","","100","Natural","","","Tested as 1 point Liquid Limit due to the sample being sand and/or silt and it is very difficult to get all four points on a line.","BS1377: Part 2: 1990: Clause 4.4 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","30.00","58","D","","01","30.00","Brown CLAY with some shell fragments (Dessicated).","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","64","22","42","89","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","2.45","13","D","","01","2.45","Grey brown mottled CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","71","23","48","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","3.00","16","D","","01","3.00","Grey brown mottled CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","65","24","41","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","3.90","18","D","","01","3.90","Dark brown organic CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","300","160","140","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","5.00","22","D","","01","5.00","Dark brown organic CLAY with rootlets.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","270","170","100","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","5.95","25","D","","01","5.95","Dark brown CLAY with fine shell fragments","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","140","50","88","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","13.45","46","D","","01","13.45","","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","78","25","53","100","","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","17.45","63","D","","01","17.45","Brownish grey slightly sandy CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","60","19","41","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","29.00","96","D","","01","29.00","Grey CLAY with shell fragments","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","59","22","37","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","30.00","99","D","","01","30.00","Brown and grey mottled CLAY with shell fragments","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","65","23","42","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","3.95","16","D","","01","3.95","Grey slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","110","51","54","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","8.45","29","D","","01","8.45","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","84","32","52","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","12.50","37","D","","01","12.50","Brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","62","24","38","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","19.50","51","D","","01","19.50","Brownish grey slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","77","32","45","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","20.45","53","D","","01","20.45","Grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","79","30","49","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","2.00","9","D","","01","2.00","Greyish brown slightly CLAY. Gravel is fine to medium subangular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","75","29","46","98","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","9.00","16","D","SEN1141124004","01","9.00","Brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","77","27","50","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","11.00","20","D","SEN1141124008","01","11.00","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","75","30","45","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","13.00","24","D","SEN1141124012","01","13.00","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","75","27","48","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","17.00","32","D","SEN1141125003","01","17.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","62","27","35","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","24.50","48","D","SEN1141126005","01","24.50","Grey silty SAND.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","38","19","19","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","3.05","15","D","","01","3.05","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","79","24","55","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","11.50","42","D","","01","11.50","Dark grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","70","27","43","99","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","15.00","48","D","","01","15.00","Dark grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","71","25","46","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","11.00","34","D","SEN1150126015","01","11.00","Dark grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","74","23","51","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","14.00","40","D","SEN1150126021","01","14.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","64","28","36","85","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","17.00","46","D","SEN1150127004","01","17.00","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","73","28","45","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","1.10","5","D","SEN1150123005","01","1.10","Dark brown sandy gravelly CLAY. Gravel is fine angular with occasional shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","43","23","20","110","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","2.10","9","D","SEN1150123009","01","2.10","Dark brown sandy slightly gravelly CLAY. Gravel is fine angular with occasional shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","45","23","22","65","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","2.50","12","D","","01","2.50","Grey mottled brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","67","29","38","59","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","4.00","17","D","","01","4.00","Brownish grey mottled slightly gravelly CLAY. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","82","37","45","89","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","6.00","23","D","","01","6.00","Greyish brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium angular","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","62","28","34","72","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","13.00","43","D","","01","13.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","76","28","48","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","18.00","56","D","","01","18.00","Brownish grey slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","72","26","46","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","24.00","71","D","","01","24.00","Brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","71","22","49","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","2.50","12","D","","01","2.50","MADE GROUND : Grey gravelly clay. Gravel is fine to coarse angular to subrounded with brick fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","45","28","17","27","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","3.00","15","D","","01","3.00","MADE GROUND : Dark grey fine to coarse subangular to angular gravel.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","45","28","17","29","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","5.00","29","D","","01","5.00","Grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","110","43","65","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","6.50","34","D","","01","6.50","Grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","100","40","62","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G23","4.00","18","D","SEN1141117008","01","4.00","Brown grey mottled slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","74","30","44","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G23","6.00","23","D","SEN1141117013","01","6.00","Grey slightly sandy very gravelly CLAY. Gravel is fine to coarse subangular","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","47","23","24","27","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G25A","3.50","15","D","","01","3.50","Grey sandy gravelly CLAY. Gravel is fine to coarse angular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","44","21","23","43","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G25A","6.50","24","D","","01","6.50","MADE GROUND : Grey sandy gravelly clay. Gravel is fine to coarse angular subangular with ceramic fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","38","21","17","50","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G25A","9.50","33","D","","01","9.50","MADE GROUND: Greyish brown slightly sandy gravelly clay. Gravel is fine to coarse angular including brick fragments","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","52","28","24","58","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","2.50","11","D","","01","2.50","Greyish brown mottled CLAY with occasional shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","94","34","60","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","6.00","32","D","","01","6.00","Brown CLAY with rootlets.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","190","78","110","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G27A","3.00","16","D","","01","3.00","Brownish grey gravelly CLAY. Gravel is fine to coarse.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","90","33","57","38","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G27A","8.00","37","D","","01","8.00","Dark brown slightly organic CLAY with rootlets.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","240","180","63","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","2.00","10","D","","01","2.00","Blackisg brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","64","28","36","97","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","3.00","14","D","","01","3.00","Dark grey black organic CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","200","140","59","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","4.00","15","D","","01","4.00","Greyish black CLAY with occasional gravel.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","120","58","65","98","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","11.25","36","D","","01","11.25","Grey gravelly CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","34","16","18","43","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","0.70","4","D","","01","0.70","Dark brown slightly sandy gravelly CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","62","26","36","60","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","18.50","51","D","","01","18.50","Dark grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","72","25","47","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","4.20","16","B","","01","4.20","Dark brown brown organic CLAY with wood fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","120","79","41","80","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","3.20","14","D","","01","3.20","Dark brown organic CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","260","160","100","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","13.20","41","D","","01","13.20","Brown slightly gravelly CLAY. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","70","26","44","99","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","16.50","49","D","","01","16.50","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","72","26","46","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","19.50","56","D","","01","19.50","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","67","24","43","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","1.40","8","D","","01","1.40","Light orangish brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","71","28","43","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","10.90","22","D","","01","10.90","Greyish brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","70","21","49","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","13.00","28","D","","01","13.00","Greyish brown slightly sandy slightly gravelly CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","66","22","44","79","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","17.00","36","D","","01","17.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","84","32","52","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","2.00","12","B","","01","2.00","Brownish grey slightly sandy slightly organic CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","53","23","30","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","3.20","15","D","","01","3.20","Grey CLAY with rootlets.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","160","76","84","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","4.45","20","D","","01","4.45","Dark brown slightly sandy clayey PEAT.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","140","96","46","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","13.85","48","D","","01","13.85","Grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","78","30","48","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","15.50","52","D","","01","15.50","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","72","26","46","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","4.50","11","D","","01","4.50","Grey brown mottled CLAY with rootlets.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","120","64","59","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","15.00","40","D","","01","15.00","Brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","65","24","41","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","3.00","5","D","","01","3.00","Brown mottled grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","72","26","46","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","4.20","14","B","","01","4.20","Brownish grey slightly gravelly CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","66","22","44","94","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","3.90","12","D","","01","3.90","Mottled brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","59","26","33","79","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","5.00","16","D","","01","5.00","Dark brown mottled grey slightly gravelly slightly organic CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","190","84","110","98","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","6.20","20","D","","01","6.20","Dark brown grey mottled slightly sandy slightly gravelly CLAY. Gravel is fine to coarse angular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","36","23","13","75","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","14.80","41","D","","01","14.80","Greyish brown slightly sandy slightly gravelly CLAY. Gravel is fine angular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","63","21","42","97","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","15.75","44","D","","01","15.75","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","77","28","49","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","20.15","61","D","","01","20.15","Greyish brown gravelly CLAY. Gravel is fine to medium subrounded.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","54","20","34","32","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","30.15","64","C","","01","30.15","Grey CLAY with many shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","40","16","24","89","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","5.50","19","D","","01","5.50","Light grey CLAY with pockets of dark grey organic clay.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","140","46","91","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","6.50","22","D","","01","6.50","Dark greyish black organic clayey PEAT with wood fragments","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","320","210","110","100","Natural","","","Unable to obtain repeatable plastic limit test results. Value recorded is outside the BS test limits.","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","17.50","48","D","","01","17.50","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","76","25","51","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","19.00","52","D","","01","19.00","Brown CLAY","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","71","25","46","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","28.20","62","D","","01","28.20","Grey slightly sandy CLAY with shell fragments.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","61","20","41","79","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","30.65","65","D","","01","30.65","Yellowish brown and grey mottled slightly sandy slightly gravelly CLAY. Gravel is fine to medium subangular.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","33","14","19","94","Wet sieve","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","3.00","13","UT","","01","3.00","Brown sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","76","29","47","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","3.50","13","UT","","01","3.50","Brown sandy CLAY.","BS 1377: Part 1:1990: 7.4.2 and 7.4.3","76","29","47","100","Natural","","","","BS1377: Part 2: 1990: Clause 4.3 and 5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" + +"GROUP","LNMC" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","SPEC_DESC","SPEC_PREP","LNMC_MC","LNMC_TEMP","LNMC_STAB","LNMC_STYP","LNMC_ISNT","LNMC_COMM","LNMC_REM","LNMC_METH","LNMC_LAB","LNMC_CRED","TEST_STAT","FILE_FSET" +"UNIT","","m","","","","","m","","","%","degC","%","","","","","","","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","X","X","0DP","2SF","X","YN","X","X","X","X","X","X","X" +"DATA","ET6","1.50","6","B","","01","1.50","Brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","30.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","ET6","2.50","9","ES","","01","2.40","Brown sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","47.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","5.00","15","D","SEN1150107007","01","5.00","Grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","74.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","16.50","41","D","SEN1150112008","01","16.50","Greyish brown silty CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","19.90","52","D","SEN1150113008","01","19.90","Fissured grey CLAY with occasional silt partings","BS 1377: Part 1:1990: 7.3 and 7.4","30.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","20.40","56","D","SEN1150113012","01","20.40","Grey CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","23.30","65","D","SEN1150114009","01","23.30","Grey sandy gravelly CLAY. Gravel is fine to medium subangular","BS 1377: Part 1:1990: 7.3 and 7.4","21.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","24.00","67","D","SEN1150114011","01","24.00","Grey and dark grey mottled slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","25.00","71","D","SEN1150114015","01","25.00","Grey silty fine sandy CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","28.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","27.50","79","D","SEN1150114023","01","27.50","Light grey slightly clayey silty SAND.","BS 1377: Part 1:1990: 7.3 and 7.4","26.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","30.50","89","D","","01","30.50","Greyish brown CLAY with freguent shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","21.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","32.00","94","D","","01","32.00","Bluish grey slightly sandy CLAY with frequent weathered shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","16.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","34.30","86","C","","01","34.30","Greenish brown slightly clayey silty fine SAND","BS 1377: Part 1:1990: 7.3 and 7.4","19.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","4.50","19","D","","01","4.50","Brown and grey mottled slightly sandy CLAY with organic patches.","BS 1377: Part 1:1990: 7.3 and 7.4","89.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","6.50","28","D","","01","6.50","Greyish brown CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","75.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","9.00","38","D","","01","9.00","Dark brown CLAY with occasional organic pockets","BS 1377: Part 1:1990: 7.3 and 7.4","73.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","16.45","61","D","","01","16.45","Greyish brown slightly sandy slightly gravelly CLAY. Gravel is fine angular.","BS 1377: Part 1:1990: 7.3 and 7.4","22.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","18.00","71","D","","01","18.00","Greyish brown slightly sandy CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","20.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","20.75","76","D","","01","20.75","Dark greyish brown slightly gravelly slightly sandy CLAY. Gravel is fine to medium subangular","BS 1377: Part 1:1990: 7.3 and 7.4","21.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","30.00","78","D","","01","30.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","8.40","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","33.50","84","D","","01","33.50","Grey CLAY with freguent shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","23.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","10.00","22","B","SEN1141203014","01","10.00","Brown CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","26.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","6.50","12","D","SEN1141203004","01","6.50","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","31.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","9.50","20","D","SEN1141203012","01","9.50","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","26.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","11.00","23","D","SEN1141203016","01","11.00","Grey sandy slightly gravelly CLAY. Gravel is fine to medium subangular.","BS 1377: Part 1:1990: 7.3 and 7.4","28.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","15.00","37","D","SEN1141203030","01","15.00","Grey slightly clayey SAND with occasional fine shell fragments","BS 1377: Part 1:1990: 7.3 and 7.4","22.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","16.00","41","D","SEN1141204004","01","16.00","Light grey very silty slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","16.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","18.00","48","D","SEN1141204011","01","18.00","Grey slightly sandy CLAY with shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","21.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","20.50","54","D","SEN1141205005","01","20.50","Grey slightly sandy CLAY with freguent shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","22.00","57","D","SEN1141205008","01","22.00","Bluish grey and light grey mottled CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","24.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","3.50","7","D","SEN1141202008","01","3.50","Brown grey amd greenish grey mottled clayey silty SAND.","BS 1377: Part 1:1990: 7.3 and 7.4","34.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","6.50","16","D","SEN1141208016","01","6.50","Greenish grey sandy gravelly CLAY. Gravel is fine to medium subangular.","BS 1377: Part 1:1990: 7.3 and 7.4","41.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","12.50","29","D","SEN1141209010","01","12.50","Brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","25.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","14.50","34","D","SEN1141209015","01","14.50","Brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","25.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","17.00","42","D","SEN1141210001","01","17.00","Grey clayey silty fine SAND","BS 1377: Part 1:1990: 7.3 and 7.4","19.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","18.50","46","D","SEN1141210005","01","18.50","Greyish brown CLAY with shell fragments","BS 1377: Part 1:1990: 7.3 and 7.4","24.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","19.50","49","D","SEN1141210008","01","19.50","Yellowish grey slightly sandy CLAY with occasional shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","21.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","2.50","8","D","SEN1141208008","01","2.50","Greenish grey and bluish grey mottled slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","20.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","6.00","15","D","SEN1141215015","01","6.00","Bluish grey and yellowish brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","39.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","9.00","22","D","SEN1141216002","01","9.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","22.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","10.00","26","D","SEN1141216006","01","10.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","25.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","19.50","52","D","SEN1141218003","01","19.50","Greyish brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","22.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","20.00","53","D","SEN1141218004","01","20.00","Brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","12.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","21.00","55","D","SEN1141218006","01","21.00","Brown CLAY with occasional shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","43.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","3.00","9","D","SEN1141215009","01","3.00","Yellowish grey and dark grey mottled slightly sandy CLAY with shell fragments","BS 1377: Part 1:1990: 7.3 and 7.4","28.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","6.45","10","D","","01","6.45","Greyish brown CLAY with frequent shell fragments","BS 1377: Part 1:1990: 7.3 and 7.4","174.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","12.45","26","D","","01","12.45","Grey CLAY with many shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","29.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","17.60","38","D","","01","17.60","Greyish brown gravelly CLAY. Gravel is fine to coarse subangular","BS 1377: Part 1:1990: 7.3 and 7.4","29.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","5.45","4","D","","01","5.45","Grey slightly sandy CLAY with shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","161.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","20.60","43","D","","01","20.60","Dark brownish black PEAT","BS 1377: Part 1:1990: 7.3 and 7.4","28.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","23.40","48","D","","01","23.40","Yellowish brown and grey mottled slightly sandy slightly gravelly CLAY. Gravel is fine to medium subangular.","BS 1377: Part 1:1990: 7.3 and 7.4","22.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","30.00","58","D","","01","30.00","Dark greyish brown mottled peaty CLAY with decayed fibres","BS 1377: Part 1:1990: 7.3 and 7.4","20.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","26.00","90","B","","01","26.00","Brownish grey skightly gravelly slightly clayey SAND. Gravel is fine subangular","BS 1377: Part 1:1990: 7.3 and 7.4","30.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","2.45","13","D","","01","2.45","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","52.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","3.00","16","D","","01","3.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","50.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","3.90","18","D","","01","3.90","Brownish grey slightly sandy silty CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","250.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","5.00","22","D","","01","5.00","Grey clayey silty fine SAND","BS 1377: Part 1:1990: 7.3 and 7.4","120.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","5.95","25","D","","01","5.95","Brown CLAY with some shell fragments (Dessicated).","BS 1377: Part 1:1990: 7.3 and 7.4","106.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","13.45","46","D","","01","13.45","Grey brown mottled CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","28.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","17.45","63","D","","01","17.45","Grey brown mottled CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","24.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","29.00","96","D","","01","29.00","Dark brown organic CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","15.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","30.00","99","D","","01","30.00","Dark brown organic CLAY with rootlets.","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","3.95","16","D","","01","3.95","Grey slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","89.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","4.95","19","D","","01","4.95","Brownish grey slightly sandy gravelly CLAY. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.3 and 7.4","40.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","8.45","29","D","","01","8.45","Brownish grey slightly sandy CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","34.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","12.50","37","D","","01","12.50","Grey CLAY with shell fragments","BS 1377: Part 1:1990: 7.3 and 7.4","25.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","19.50","51","D","","01","19.50","Brown and grey mottled CLAY with shell fragments","BS 1377: Part 1:1990: 7.3 and 7.4","36.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","20.45","53","D","","01","20.45","Greyish brown slightly CLAY. Gravel is fine to medium subangular.","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","2.00","9","D","","01","2.00","Dark brown CLAY with fine shell fragments","BS 1377: Part 1:1990: 7.3 and 7.4","57.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","7.50","10","D","SEN1141121010","01","7.50","Yellowish grey gravelly SAND. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.3 and 7.4","18.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","9.00","16","D","SEN1141124004","01","9.00","Grey slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","39.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","11.00","20","D","SEN1141124008","01","11.00","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","44.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","13.00","24","D","SEN1141124012","01","13.00","Brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","75.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","17.00","32","D","SEN1141125003","01","17.00","Brownish grey slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","29.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","24.50","48","D","SEN1141126005","01","24.50","Grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","62.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","3.05","15","D","","01","3.05","Brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","34.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","11.50","42","D","","01","11.50","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","31.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","15.00","48","D","","01","15.00","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","11.00","34","D","SEN1150126015","01","11.00","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","43.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","14.00","40","D","SEN1150126021","01","14.00","Dark grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","37.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","17.00","46","D","SEN1150127004","01","17.00","Dark grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","40.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","1.10","5","D","SEN1150123005","01","1.10","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","23.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","2.10","9","D","SEN1150123009","01","2.10","Grey silty SAND.","BS 1377: Part 1:1990: 7.3 and 7.4","26.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","2.50","12","D","","01","2.50","Dark brown sandy gravelly CLAY. Gravel is fine angular with occasional shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","34.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","4.00","17","D","","01","4.00","Dark brown sandy slightly gravelly CLAY. Gravel is fine angular with occasional shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","50.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","6.00","23","D","","01","6.00","Dark grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","36.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","13.00","43","D","","01","13.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","41.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","18.00","56","D","","01","18.00","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","38.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","24.00","71","D","","01","24.00","Grey mottled brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.3 and 7.4","24.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","2.50","12","D","","01","2.50","Brownish grey mottled slightly gravelly CLAY. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.3 and 7.4","18.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","3.00","15","D","","01","3.00","Greyish brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium angular","BS 1377: Part 1:1990: 7.3 and 7.4","18.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","5.00","29","D","","01","5.00","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","80.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","6.50","34","D","","01","6.50","Brownish grey slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","133.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G23","8.50","28","B","SEN1141117023","01","8.50","Brown very gravelly SAND. Gravel is fine to coarse subangular.","BS 1377: Part 1:1990: 7.3 and 7.4","4.70","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G23","4.00","18","D","SEN1141117008","01","4.00","Brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","54.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G23","6.00","23","D","SEN1141117013","01","6.00","MADE GROUND : Grey gravelly clay. Gravel is fine to coarse angular to subrounded with brick fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","22.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G23","1.20","7","D","SEN1141114007","01","1.20","MADE GROUND : Brown very gravelly sand. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.3 and 7.4","13.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G25A","3.50","15","D","","01","3.50","MADE GROUND : Dark grey fine to coarse subangular to angular gravel.","BS 1377: Part 1:1990: 7.3 and 7.4","26.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G25A","6.50","24","D","","01","6.50","Grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","12.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G25A","9.50","33","D","","01","9.50","Grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G25A","1.50","7","D","","01","1.50","Brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium angular","BS 1377: Part 1:1990: 7.3 and 7.4","17.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","2.50","11","D","","01","2.50","Brown grey mottled slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","56.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","6.00","32","D","","01","6.00","Grey slightly sandy very gravelly CLAY. Gravel is fine to coarse subangular","BS 1377: Part 1:1990: 7.3 and 7.4","215.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G27A","3.00","16","D","","01","3.00","Grey sandy gravelly CLAY. Gravel is fine to coarse angular.","BS 1377: Part 1:1990: 7.3 and 7.4","59.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G27A","8.00","37","D","","01","8.00","MADE GROUND : Grey sandy gravelly clay. Gravel is fine to coarse angular subangular with ceramic fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","174.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","2.00","10","D","","01","2.00","Greyish brown mottled CLAY with occasional shell fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","26.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","3.00","14","D","","01","3.00","Brown CLAY with rootlets.","BS 1377: Part 1:1990: 7.3 and 7.4","127.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","4.00","15","D","","01","4.00","Brownish grey gravelly CLAY. Gravel is fine to coarse.","BS 1377: Part 1:1990: 7.3 and 7.4","104.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","11.25","36","D","","01","11.25","Dark brown slightly organic CLAY with rootlets.","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","0.70","4","D","","01","0.70","MADE GROUND: Greyish brown slightly sandy gravelly clay. Gravel is fine to coarse angular including brick fragments","BS 1377: Part 1:1990: 7.3 and 7.4","31.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","18.50","51","D","","01","18.50","Dark brown slightly sandy gravelly CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","40.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","4.20","16","B","","01","4.20","Greyish black CLAY with occasional gravel.","BS 1377: Part 1:1990: 7.3 and 7.4","226.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","3.20","14","D","","01","3.20","Dark grey black organic CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","196.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","13.20","41","D","","01","13.20","Grey gravelly CLAY","BS 1377: Part 1:1990: 7.3 and 7.4","28.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","16.50","49","D","","01","16.50","Dark grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","29.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","19.50","56","D","","01","19.50","Light orangish brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","36.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","1.40","8","D","","01","1.40","Blackisg brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","35.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","10.90","22","D","","01","10.90","Dark brown organic CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","28.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","13.00","28","D","","01","13.00","Dark brown brown organic CLAY with wood fragments.","BS 1377: Part 1:1990: 7.3 and 7.4","24.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","17.00","36","D","","01","17.00","Brown slightly gravelly CLAY. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.3 and 7.4","30.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","2.00","12","B","","01","2.00","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","41.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","3.20","15","D","","01","3.20","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","107.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","4.45","20","D","","01","4.45","Greyish brown slightly sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","97.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","13.85","48","D","","01","13.85","Greyish brown slightly sandy slightly gravelly CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","15.50","52","D","","01","15.50","Greyish brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","26.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","4.50","11","D","","01","4.50","Grey CLAY with rootlets.","BS 1377: Part 1:1990: 7.3 and 7.4","85.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","15.00","40","D","","01","15.00","Dark brown slightly sandy clayey PEAT.","BS 1377: Part 1:1990: 7.3 and 7.4","27.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","3.00","5","D","","01","3.00","Brownish grey slightly sandy slightly organic CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","41.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","4.20","14","B","","01","4.20","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","35.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","3.90","12","D","","01","3.90","Grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","40.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","5.00","16","D","","01","5.00","Brown mottled grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","160.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","6.20","20","D","","01","6.20","Grey brown mottled CLAY with rootlets.","BS 1377: Part 1:1990: 7.3 and 7.4","39.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","8.00","26","D","","01","8.00","Grey sandy GRAVEL. Gravel is fine to coarse angular.","BS 1377: Part 1:1990: 7.3 and 7.4","12.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","14.80","41","D","","01","14.80","Brown CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","23.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","15.75","44","D","","01","15.75","Mottled brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium angular.","BS 1377: Part 1:1990: 7.3 and 7.4","26.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","20.15","61","D","","01","20.15","Brownish grey slightly gravelly CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","16.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","30.15","64","C","","01","30.15","Light grey CLAY with pockets of dark grey organic clay.","BS 1377: Part 1:1990: 7.3 and 7.4","21.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","5.50","19","D","","01","5.50","Dark brown grey mottled slightly sandy slightly gravelly CLAY. Gravel is fine to coarse angular.","BS 1377: Part 1:1990: 7.3 and 7.4","76.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","6.50","22","D","","01","6.50","Greyish brown slightly sandy slightly gravelly CLAY. Gravel is fine angular.","BS 1377: Part 1:1990: 7.3 and 7.4","168.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","17.50","48","D","","01","17.50","Brownish grey CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","26.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","19.00","52","D","","01","19.00","Greyish brown gravelly CLAY. Gravel is fine to medium subrounded.","BS 1377: Part 1:1990: 7.3 and 7.4","18.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","28.20","62","D","","01","28.20","Brown sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","24.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","30.65","65","D","","01","30.65","Dark greyish black organic clayey PEAT with wood fragments","BS 1377: Part 1:1990: 7.3 and 7.4","11.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","3.00","13","UT","","01","3.00","Brown sandy CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","44.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","3.50","13","UT","","01","3.50","Dark brown mottled grey slightly gravelly slightly organic CLAY.","BS 1377: Part 1:1990: 7.3 and 7.4","44.00","105","","","Y","","","BS1377: Part 2: 1990: 3.2","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" + +"GROUP","LOCA" +"HEADING","LOCA_ID","LOCA_TYPE","LOCA_STAT","LOCA_NATE","LOCA_NATN","LOCA_GREF","LOCA_GL","LOCA_REM","LOCA_FDEP","LOCA_STAR","LOCA_PURP","LOCA_TERM","LOCA_ENDD","LOCA_LETT","LOCA_LOCX","LOCA_LOCY","LOCA_LOCZ","LOCA_LREF","LOCA_DATM","LOCA_ETRV","LOCA_NTRV","LOCA_LTRV","LOCA_XTRL","LOCA_YTRL","LOCA_ZTRL","LOCA_LAT","LOCA_LON","LOCA_ELAT","LOCA_ELON","LOCA_LLZ","LOCA_LOCM","LOCA_LOCA","LOCA_CLST","LOCA_ALID","LOCA_OFFS","LOCA_CNGE","LOCA_TRAN","FILE_FSET","LOCA_CHKG","LOCA_APPG","LOCA_ORCO","LOCA_ORID","LOCA_PDEP","LOCA_NATD","LOCA_ORJO" +"UNIT","","","","m","m","","m","","m","yyyy-mm-dd","","","yyyy-mm-dd","","m","m","m","","","m","m","m","m","m","m","","","","","","","","","","","","","","","","","","m","","" +"TYPE","ID","PA","PA","2DP","2DP","PA","2DP","X","2DP","DT","X","X","DT","X","2DP","2DP","2DP","X","X","2DP","2DP","2DP","2DP","2DP","2DP","DMS","DMS","DMS","DMS","X","X","X","X","X","2DP","X","X","X","X","X","X","X","0DP","X","X" +"DATA","EB1","IP+CP","FINAL","539141.64","179422.11","","2.47","General; Start of shift borehole@9.7m casing@9.7m water@3.7m. General; C/P complete","15.45","2015-01-27","Geotechnical/ Environmental and Waste Characterisation","","2015-01-29","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","EB2","IP+CP","FINAL","539219.12","179530.68","","2.70","1. Inspection pit excavated to 1.20m.","15.60","2014-12-10","","","2014-12-12","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","EB3","IP+CP","FINAL","539242.79","179657.96","","2.93","1. Borehole terminated and relocated to EB3A due to concrete obstruction at 2.00m.","2.00","2014-11-25","","","2014-11-26","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","EB3A","IP+CP","FINAL","539240.99","179656.52","","2.92","1. Inspection pit excavated to 1.20m. Concrete encountered and pit terminated. 2. Borehole abandoned and backfilled. 3. Hole redrilled 0.00m to 4.00m.","15.45","2014-11-25","","","2014-12-10","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","EB4","IP+CP","FINAL","539925.01","180492.64","","3.40","","15.45","2015-01-14","Geotechnical/ Environmental and Waste Characterisation","","2015-01-15","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","EB5","IP+CP","FINAL","539912.56","180527.35","","3.52","1. Inspection pit excavated to 1.20m.","15.00","2014-12-10","","","2014-12-12","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","EB6","IP+CP","FINAL","539833.99","180628.03","","3.71","1. Inspection pit excavated to 1.20m.","15.00","2014-11-14","","","2014-11-18","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","EB7","IP+CP","FINAL","539822.69","180707.60","","2.24","1. Borehole abandoned after encountering hard obstruction at 2.60m.","2.60","2014-12-18","","","2014-12-18","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET1","TP","FINAL","539290.04","179640.24","","3.21","1. Trial pit terminated due to side collapse.","3.00","2015-01-26","Geotechnical/ Environmental and Waste Characterisation","","2015-01-26","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET10","TP","FINAL","539234.42","179576.66","","2.77","1. Trial pit collapsed at 2.00m due to water ingress.","2.00","2014-11-26","Geotechnical/ Environmental and Waste Characterisation","","2014-11-26","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET11","TP","FINAL","539264.03","179599.73","","3.02","1. Trial pit terminated at 2.00m due to water ingress.","2.00","2014-11-26","Geotechnical/ Environmental and Waste Characterisation","","2014-11-26","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET12","TP","FINAL","539261.67","179618.03","","3.01","","4.50","2014-11-25","Geotechnical/ Environmental and Waste Characterisation","","2014-11-25","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET14","TP","FINAL","539933.84","180544.03","","3.12","1. Trial pit terminated at 1.80m on concrete slab.","1.80","2014-11-19","Geotechnical/ Environmental and Waste Characterisation","","2014-11-19","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET14A","TP","FINAL","539935.20","180545.33","","3.13","1. Trial pit terminated at 1.80m on concrete slab.","1.80","2014-11-19","","","2014-11-19","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET16","TP","FINAL","539916.17","180568.10","","1.23","","4.50","2014-11-18","Geotechnical/ Environmental and Waste Characterisation","","2014-11-18","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET17","TP","FINAL","539858.61","180597.28","","3.35","1. Trial pit terminated at 3.20m due to collapse from water ingress.","3.20","2014-11-20","Geotechnical/ Environmental and Waste Characterisation","","2014-11-20","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET18","TP","FINAL","539851.32","180608.29","","3.61","","4.50","2014-11-20","Geotechnical/ Environmental and Waste Characterisation","","2014-11-20","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET19","TP","FINAL","539904.07","180622.46","","1.30","1. Trial pit terminated at 4.10m due to water ingress.","4.10","2014-11-17","Geotechnical/ Environmental and Waste Characterisation","","2014-11-17","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET2","TP","FINAL","539137.89","179424.23","","3.16","1. Trial pit excavated on top of embankment next to live service.","2.00","2015-01-26","Geotechnical/ Environmental and Waste Characterisation","","2015-01-26","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET20","TP","FINAL","539837.35","180623.94","","3.76","1. Trial pit terminated at 3.10m due to water ingress.","3.10","2014-11-21","Geotechnical/ Environmental and Waste Characterisation","","2014-11-21","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET23","TP","FINAL","539807.39","180655.57","","3.21","","4.00","2014-11-24","Geotechnical/ Environmental and Waste Characterisation","","2014-11-24","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET24","TP","FINAL","539796.42","180685.31","","2.79","1. Trial pit terminated at 2.00m due to brick wall from 1.70m to 2.00m.","2.00","2014-12-11","Geotechnical/ Environmental and Waste Characterisation","","2014-12-11","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET27","TP","FINAL","539913.92","180488.64","","3.15","1. Brick sewer encountered at 1.60m. Trial pit terminated.","1.60","2015-01-15","Geotechnical/ Environmental and Waste Characterisation","","2015-01-15","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET28","TP","FINAL","539936.05","180495.95","","3.70","1. Trial pit terminated at 3.50m due to water ingress.","3.50","2015-01-13","Geotechnical/ Environmental and Waste Characterisation","","2015-01-13","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET29","TP","FINAL","539895.40","180445.95","","4.89","1. Trial pit terminated at 4.00m due to collapsing.","4.00","2014-12-16","Geotechnical/ Environmental and Waste Characterisation","","2014-12-16","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET3","TP","FINAL","539200.20","179445.27","","3.91","1. Trial pit collapsing below 3.00m.","3.00","2015-01-23","Geotechnical/ Environmental and Waste Characterisation","","2015-01-23","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET30","TP","FINAL","539945.10","180485.46","","4.64","1. Trial pit terminated on hard obstruction at 3.00m.","3.00","2015-01-13","Geotechnical/ Environmental and Waste Characterisation","","2015-01-13","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET31","TP","FINAL","539949.58","180421.73","","5.27","1. Trial pit terminated due to water ingress.","3.30","2014-12-10","Geotechnical/ Environmental and Waste Characterisation","","2014-12-10","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET32","TP","FINAL","539925.20","180429.92","","5.29","","4.80","2014-12-10","Geotechnical/ Environmental and Waste Characterisation","","2014-12-10","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET35","TP","FINAL","539893.14","180267.18","","2.71","","4.50","2015-01-16","Geotechnical/ Environmental and Waste Characterisation","","2015-01-16","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET37","TP","FINAL","539146.97","179392.44","","3.03","1. Trial pit terminated at 3.00m due to side collapse.","3.00","2015-01-22","","","2015-01-22","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET38","TP","FINAL","539139.89","179401.32","","2.49","1. Trial pit terminated at 3.20m due to side collapse.","3.20","2015-01-22","","","2015-01-22","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET4","TP","FINAL","539173.37","179464.76","","3.61","","4.50","2015-01-23","Geotechnical/ Environmental and Waste Characterisation","","2015-01-23","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET5","TP","FINAL","539184.88","179536.68","","2.62","1. Trial pit terminated at 0.75m on concrete obstruction.","0.75","2014-12-17","","","2014-12-17","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET6","TP","FINAL","539160.43","179479.69","","2.31","","3.00","2015-01-26","Geotechnical/ Environmental and Waste Characterisation","","2015-01-27","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET7","TP","FINAL","539176.70","179543.88","","2.81","1. Trial pit terminated at 0.35m after encountering BT cable.","0.35","2014-11-28","","","2015-02-02","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET8","TP","FINAL","539209.90","179566.80","","2.60","1. Trial pit abandoned at 0.30m after encountering HV cable.","0.30","2014-11-27","","","2014-11-27","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET8A","TP","FINAL","539208.43","179564.99","","2.56","","3.50","2014-12-08","","","2014-12-08","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ET9","TP","FINAL","539235.79","179598.07","","2.80","1. Trial pit terminated at 4.00m due to collapse caused by water ingress.","4.00","2014-11-25","","","2014-11-25","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G1","IP+CP","FINAL","539192.27","179328.18","","2.66","1. Borehole terminated at 2.90m due to concrete obstruction. Moved to G1A.","2.90","2015-01-22","","","2015-01-22","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G10","IP","FINAL","539509.28","179839.22","","5.80","1. Borehole moved to G10A after encountering service.","1.30","2014-12-02","","","2014-12-02","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G10A","IP+CP","FINAL","539513.63","179838.03","","5.78","1. No recovery in SPT at 2.50m. 2. Damaged UT shoe at 23.10m. 3. Hole terminated at 32.70m due to refusal on calcrete.","32.70","2015-01-06","","","2015-01-15","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G11","IP","FINAL","539570.38","179834.79","","6.23","1. Inspection pit excavated to 1.50m. 2. Hole terminated and moved to G11A. Hole position was not allowed under cable car. G11A agreed with Mouchel and Atkins.","1.50","2014-11-20","","","2014-11-20","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G11A","IP+CP+RC","FINAL","539589.59","179818.08","","6.13","1. Inspection pit excavated to 1.20m.","35.00","2014-11-26","","","2014-12-12","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G12","CP","FINAL","539715.97","179924.20","","-8.72","1. Depth to bed level: 16.70m from deck.","22.31","2014-12-01","Over water borehole","","2014-12-05","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G13","CP","FINAL","539814.26","180014.27","","-10.65","1. Depth to bed level: 17.50m from deck.","30.13","2014-12-08","Over water borehole","","2014-12-12","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G14","CP","FINAL","539805.76","180155.81","","-7.07","1. Depth to bed level: 13.50m from deck.","21.75","2014-12-15","Over water borehole","","2014-12-18","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G15","TP+CP+RC","FINAL","539891.47","180266.12","","2.68","1. Borehole located through ET35.","38.50","2015-01-16","","","2015-02-02","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G16","IP+CP","FINAL","540009.95","180356.33","","2.29","1. Inspection pit excavated to 1.20m.","30.30","2015-01-08","","","2015-01-13","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G17","IP+CP+RC","FINAL","539939.55","180414.72","","5.31","1. Metal encountered in base of borehole. Borehole abandoned.","15.05","2014-12-07","","","2015-01-22","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G18","IP+CP","FINAL","539935.48","180577.66","","1.49","1. Inspection pit excavated to assist drilling.","24.30","2014-11-17","","","2014-11-20","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G19","IP","FINAL","539889.56","180642.76","","1.87","1. Inspection pit terminated at 0.73m on concrete slab.","0.73","2014-11-19","","","2014-11-19","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G19A","IP","FINAL","539900.38","180620.12","","1.31","1. U100 sample attempted at 1.50m after two blows, casing dropped into a void of approximately 0.30m diameter. Void from 1.50m to 1.80m.","1.20","2014-11-19","","","2014-11-19","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G19B","TP+CP","FINAL","539903.28","180621.63","","1.30","1. Borehole formed through trial pit ET19.","25.47","2014-11-20","","","2014-11-26","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G1A","IP+CP","FINAL","539185.80","179329.66","","2.76","1. Borehole terminated at 2.70m due to concrete obstruction. Moved to G1B.","2.70","2015-01-22","","","2015-01-22","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G1B","IP+CP","FINAL","539186.68","179329.87","","2.79","1. Inspection pit excavated to 1.20m.","25.30","2015-01-22","","","2015-01-27","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G2","IP+CP","FINAL","539148.10","179398.78","","2.24","1. Inspection pit excavated to 1.20m.","20.45","2015-01-23","","","2015-01-27","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G20","IP+CP","FINAL","539807.64","180657.82","","3.25","1. Inspection pit excavated to 1.20m.","25.00","2014-12-11","","","2014-12-17","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G21","IP","FINAL","539773.56","180754.70","","","1. Inspection pit terminated at 1.15m on concrete slab over possible service.","1.15","2014-12-16","","","2014-12-16","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G22","IP+CP","FINAL","539813.74","180621.84","","3.54","","10.00","2014-11-17","","","2014-12-05","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G23","IP+CP","FINAL","539832.98","180588.75","","3.60","1. Inspection pit excavated to 1.20m.","10.45","2014-11-14","","","2014-11-17","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G25","IP+CP","FINAL","540055.28","180474.19","","5.88","1. Borehole terminated on instruction at 8.00m due to a dispute over land ownership.","8.00","2014-11-18","","","2014-11-19","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G25A","IP+CP","FINAL","540045.44","180474.71","","6.01","1. Inspection pit excavated to 1.20m.","10.00","2014-11-19","","","2014-11-21","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G26","IP+CP","FINAL","539948.45","180385.95","","2.36","","10.00","2014-12-17","","","2014-12-18","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G27","IP","FINAL","539872.68","180415.65","","","1. Inspection pit terminated due to plastic service pipes at 0.50m.","0.50","2014-12-15","","","2014-12-15","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G27A","IP+CP","FINAL","539877.76","180435.89","","5.33","","10.00","2014-12-16","","","2014-12-18","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G3","IP+CP","FINAL","539120.72","179423.69","","2.85","","25.30","2015-01-19","","","2015-01-22","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G4","IP+CP","FINAL","539090.04","179511.35","","2.11","1. Inspection pit excavated to 1.20m.","20.00","2014-12-09","","","2014-12-12","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G5","TP+CP","FINAL","539160.29","179479.97","","2.35","1. Borehole formed through ET6. Casing preinstalled to 3.50m during backfill of trial pit.","20.05","2015-01-26","","","2015-01-29","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G6","IP+CP","FINAL","539202.99","179573.68","","2.51","1. Inspection pit excavated to 1.20m.","20.00","2014-12-02","","","2014-12-04","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G7","IP+CP","FINAL","539285.35","179636.40","","3.18","1. Inspection pit excavated to 1.20m. 2. UXO testing at 1.00m intervals to 6.00m.","25.00","2014-11-25","","","2014-12-05","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G8","IP+CP","FINAL","539364.44","179697.36","","4.09","1. Inspection pit excavated to 1.20m.","25.00","2014-11-25","","","2014-12-02","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","G9","IP+CP+RC","FINAL","539388.43","179747.03","","4.41","1. Inspection pit excavated to 1.20m. 2. UXO test at 3.00m. 5.00m, 7.00m and 9.00m.","35.20","2014-12-02","","","2015-01-16","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ST1","OP","FINAL","539956.95","180423.81","","5.27","1. Trial pit completed at 2.50m as structures were located and exposed.","2.50","2014-12-08","","","2014-12-08","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ST10","OP","FINAL","539956.95","180423.81","","5.27","1. Trial pit terminated as structures exposed and metal plate encountered at 2.60m.","2.60","2014-12-09","Structural foundation investigation","","2014-12-09","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ST8","OP","FINAL","539521.12","179899.24","","6.06","1. Pit terminated due to presence of services.","0.90","2014-12-09","","","2014-12-09","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" +"DATA","ST9","TP","FINAL","539924.44","180330.96","","2.81","1. Trial pit terminated at 1.10m due to concrete slab.","1.10","2014-12-19","","","","","","","","","","","","","","","","","","","","","","","Phase 1","","","","","","","","","","","","" + +"GROUP","LPEN" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","SPEC_DESC","SPEC_PREP","LPEN_PPEN","LPEN_MC","LPEN_REM","LPEN_METH","LPEN_LAB","LPEN_CRED","TEST_STAT","FILE_FSET" +"UNIT","","m","","","","","m","","","kPa","","","","","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","X","0DP","MC","X","X","X","X","X","X" +"DATA","G13","14.00","33","U","SEN1141209014","01","14.20","Fissured brown CLAY with shell fragments","","206","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G13","18.50","47","U","SEN1141210006","01","18.55","Greenish brown clayey SAND","","47","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G13","4.00","11","UT","SEN1141208011","01","4.05","Fissured brown CLAY","","192","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G15","5.00","3","UT","","02","5.10","Dark brown organic CLAY","","106","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G15","6.00","9","UT","","02","6.05","Brown organic CLAY","","86","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G16","2.00","12","UT","","02","2.05","Greenish brown CLAY","","63","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G16","4.50","20","UT","","02","4.55","Dark brown organic CLAY","","69","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G20","4.50","18","UT","","02","4.68","Brownish grey CLAY","","33","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G22","4.50","28","U","","02","4.55","Brown slightly sandy CLAY","","49","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","2.50","13","U","","03","2.61","Grey CLAY","","78","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","3.50","18","U","","03","3.63","Dark brown organic CLAY","","29","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","4.00","21","U","","03","4.12","Dark brown PEAT","","16","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","6.50","35","U","","02","6.50","Dark brownish black organic CLAY with wood fragments","","37","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","7.00","37","U","","02","7.10","Dark brownish black PEAT.","","29","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G27A","6.50","31","UT","","03","6.60","Dark brown PEAT","","37","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G5","3.50","3","UT","","03","3.63","Dark brown PEAT and grey SAND","","65","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G6","3.40","17","UT","","03","3.55","Dark brown PEAT","","92","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G6","4.00","19","UT","","03","4.16","Dark brown PEAT","","143","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G9","3.00","13","UT","","03","3.00","Brown ssndy CLAY","","88","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G9","3.50","13","UT","","03","3.50","Brown sandy CLAY","","88","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G9","6.00","21","UT","","02","6.00","Brown organic CLAY","","72","","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" + +"GROUP","LVAN" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","SPEC_DESC","SPEC_PREP","LVAN_VNPK","LVAN_VNRM","LVAN_MC","LVAN_SIZE","LVAN_VLEN","LVAN_REM","LVAN_METH","LVAN_LAB","LVAN_CRED","TEST_STAT","FILE_FSET" +"UNIT","","m","","","","","m","","","kPa","kPa","","mm","mm","","","","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","X","XN","XN","MC","1DP","1DP","X","X","X","X","X","X" +"DATA","G13","14.00","33","U","SEN1141209014","01","14.20","Fissured brown CLAY with shell fragments","","78","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G13","18.50","47","U","SEN1141210006","01","18.55","Greenish brown clayey SAND","","12","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G13","4.00","11","UT","SEN1141208011","01","4.05","Fissured brown CLAY","","114","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G15","5.00","3","UT","","02","5.10","Dark brown organic CLAY","","52","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G15","6.00","9","UT","","02","6.05","Brown organic CLAY","","37","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G16","2.00","12","UT","","02","2.05","Greenish brown CLAY","","33","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G16","4.50","20","UT","","02","4.55","Dark brown organic CLAY","","26","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G20","4.50","18","UT","","02","4.68","Brownish grey CLAY","","23","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G22","4.50","28","U","","02","4.55","Brown slightly sandy CLAY","","26","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","2.50","13","U","","03","2.61","Grey CLAY","","44","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","3.50","18","U","","03","3.63","Dark brown organic CLAY","","18","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","4.00","21","U","","03","4.12","Dark brown PEAT","","12","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","6.50","35","U","","02","6.50","Dark brownish black organic CLAY with wood fragments","","26","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G26","7.00","37","U","","02","7.10","Dark brownish black PEAT.","","4","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G27A","6.50","31","UT","","03","6.60","Dark brown PEAT","","31","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G5","3.50","3","UT","","03","3.63","Dark brown PEAT and grey SAND","","25","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G6","3.40","17","UT","","03","3.55","Dark brown PEAT","","57","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G6","4.00","19","UT","","03","4.16","Dark brown PEAT","","68","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G9","3.00","13","UT","","03","3.00","Brown ssndy CLAY","","43","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G9","3.50","13","UT","","03","3.50","Brown sandy CLAY","","43","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" +"DATA","G9","6.00","21","UT","","02","6.00","Brown organic CLAY","","38","","","19.0","38.0","","Tested in accordance with manufacturers instructions","Soil Engineering Geoservices Limited, Leeds Laboratory","Not Accredited","Checked","" + +"GROUP","MCVG" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","SPEC_DESC","SPEC_PREP","MCVG_200","MCVG_NMC","MCVG_STAB","MCVG_STYP","MCVG_REM","MCVG_METH","MCVG_LAB","MCVG_CRED","TEST_STAT","FILE_FSET","MCVG_SIZE" +"UNIT","","m","","","","","m","","","%","%","%","","","","","","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","X","0DP","X","2SF","X","X","X","X","X","X","X","3DP" +"DATA","G16","10.70","37","D","","01","10.70","Grey slightly gravelly CLAY. Gravel is fine subangular.","BS1377: Part 4: 1990: Clause 5.5","0","","","","Separate batches tested","BS1377: Part 4: 1990: Clause 5.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","" +"DATA","G16","14.45","50","D","","01","14.45","Grey CLAY.","BS1377: Part 4: 1990: Clause 5.5","2","","","","Separate batches tested","BS1377: Part 4: 1990: Clause 5.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","" +"DATA","G22","7.50","37","B","","01","7.50","Greyish brown sandy fine to coarse angular GRAVEL","BS1377: Part 4: 1990: Clause 5.5","36","","","","Single sample tested","BS1377: Part 4: 1990: Clause 5.4","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","" +"DATA","G22","5.50","30","D","","01","5.50","Brownish grey CLAY","BS1377: Part 4: 1990: Clause 5.5","0","","","","Single sample tested","BS1377: Part 4: 1990: Clause 5.4","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","" +"DATA","G22","9.50","43","D","","01","9.50","Brown gravelly SAND. Gravel is fine to medium subangular","BS1377: Part 4: 1990: Clause 5.5","12","","","","Single sample tested. MCV result of 0.0 indicates a test where a change in penetration of 5mm or less has occurred after 4 blows.","BS1377: Part 4: 1990: Clause 5.4","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","" +"DATA","G4","11.70","37","D","","01","11.70","Grey slightly gravelly CLAY. Gravel is fine to medium subangular.","BS1377: Part 4: 1990: Clause 5.5","0","","","","Separate batches tested","BS1377: Part 4: 1990: Clause 5.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","" +"DATA","G4","17.00","50","D","","01","17.00","Grey sandy CLAY.","BS1377: Part 4: 1990: Clause 5.5","0","","","","Separate batches tested","BS1377: Part 4: 1990: Clause 5.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","" +"DATA","G6","14.50","49","D","","01","14.50","Grey slightly sandy slightly gravelly CLAY. Gravel is fine to coarse angular.","BS1377: Part 4: 1990: Clause 5.5","2","","","","Separate batches tested","BS1377: Part 4: 1990: Clause 5.5","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","","" + +"GROUP","MCVT" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","MCVT_TESN","MCVT_MC","MCVT_CURV","MCVT_RELK","MCVT_BDEN","MCVT_DIFF","MCVT_RAPD","MCVT_REM","FILE_FSET" +"UNIT","","m","","","","","m","","%","","","Mg/m3","mm","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","X","X","1DP","2DP","1DP","X","X","X" +"DATA","G16","10.70","37","D","","01","10.70","1","34.00","Steepest fit line","7.2","1.85","","","","" +"DATA","G16","10.70","37","D","","01","10.70","2","37.00","Steepest fit line","6.3","1.81","","","","" +"DATA","G16","10.70","37","D","","01","10.70","3","32.00","Steepest fit line","7.8","1.87","","","","" +"DATA","G16","10.70","37","D","","01","10.70","4","31.00","Steepest fit line","9.4","1.93","","","","" +"DATA","G16","14.45","50","D","","01","14.45","1","29.00","Steepest fit line","7.5","1.94","","","","" +"DATA","G16","14.45","50","D","","01","14.45","2","28.00","Steepest fit line","8.4","1.94","","","","" +"DATA","G16","14.45","50","D","","01","14.45","3","30.00","Steepest fit line","6.8","1.90","","","","" +"DATA","G16","14.45","50","D","","01","14.45","4","26.00","Steepest fit line","10.0","1.99","","","","" +"DATA","G22","7.50","37","B","","01","7.50","1","7.30","Best fit line","13.0","2.13","","","","" +"DATA","G22","5.50","30","D","","01","5.50","1","80.00","Steepest fit line","3.4","1.50","","","","" +"DATA","G22","9.50","43","D","","01","9.50","1","7.10","","","1.89","","","A change in penetration of 5mm or less occurred after 4 blows","" +"DATA","G4","11.70","37","D","","01","11.70","1","36.00","Steepest fit line","8.5","1.89","","","","" +"DATA","G4","11.70","37","D","","01","11.70","2","35.00","Steepest fit line","8.1","1.84","","","","" +"DATA","G4","11.70","37","D","","01","11.70","3","31.00","Steepest fit line","10.0","1.91","","","","" +"DATA","G4","11.70","37","D","","01","11.70","4","33.00","Steepest fit line","9.1","1.88","","","","" +"DATA","G4","17.00","50","D","","01","17.00","1","30.00","Steepest fit line","6.4","1.91","","","","" +"DATA","G4","17.00","50","D","","01","17.00","2","32.00","Steepest fit line","5.2","1.87","","","","" +"DATA","G4","17.00","50","D","","01","17.00","3","28.00","Steepest fit line","7.6","1.95","","","","" +"DATA","G4","17.00","50","D","","01","17.00","4","26.00","Steepest fit line","9.1","1.97","","","","" +"DATA","G6","14.50","49","D","","01","14.50","1","29.00","Steepest fit line","7.2","1.93","","","","" +"DATA","G6","14.50","49","D","","01","14.50","2","31.00","Steepest fit line","5.6","1.88","","","","" +"DATA","G6","14.50","49","D","","01","14.50","3","27.00","Steepest fit line","8.2","1.95","","","","" +"DATA","G6","14.50","49","D","","01","14.50","4","26.00","Steepest fit line","10.0","2.02","","","","" + +"GROUP","MOND" +"HEADING","LOCA_ID","MONG_ID","MONG_DIS","MOND_DTIM","MOND_TYPE","MOND_REF","MOND_INST","MOND_RDNG","MOND_UNIT","MOND_METH","MOND_LIM","MOND_ULIM","MOND_NAME","MOND_CRED","MOND_CONT","MOND_REM","FILE_FSET" +"UNIT","","","m","yyyy-mm-ddThh:mm:ss.sss","","","","","","","","","","","","","" +"TYPE","ID","X","2DP","DT","PA","X","X","XN","PU","X","2DP","2DP","X","X","X","X","X" +"DATA","EB2","01","2.00","2015-02-10T08:43:00","GMETHP","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","EB2","01","2.00","2015-03-31T14:40:00","GMETHP","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","EB2","01","2.00","2015-04-15T16:57:00","GMETHP","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","EB2","01","2.00","2015-05-27T13:17:00","GMETHP","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","EB2","01","2.00","2015-02-10T08:46:00","GMETHS","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","EB2","01","2.00","2015-03-31T14:43:00","GMETHS","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","EB2","01","2.00","2015-04-15T17:03:00","GMETHS","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","EB2","01","2.00","2015-05-27T13:19:00","GMETHS","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","EB2","01","2.00","2015-02-10T08:43:00","GCARDP","","","1.80","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","EB2","01","2.00","2015-03-31T14:40:00","GCARDP","","","1.60","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","EB2","01","2.00","2015-04-15T16:57:00","GCARDP","","","1.70","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","EB2","01","2.00","2015-05-27T13:17:00","GCARDP","","","1.90","%v/v","GA5000, By dual wavelength 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Engineering Geoservices Limited","Steady state value","" +"DATA","EB3A","02","4.00","2015-03-31T14:56:00","GOXS","","","9.90","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","EB3A","02","4.00","2015-04-15T14:10:00","GOXS","","","13.20","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","EB3A","02","4.00","2015-02-10T09:04:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","EB3A","02","4.00","2015-03-31T14:54:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" 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value","" +"DATA","G25A","01","9.00","2015-03-31T13:40:00","GOXS","","","13.80","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-04-16T13:55:00","GOXS","","","14.90","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-02-10T10:49:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G25A","01","9.00","2015-03-31T11:36:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G25A","01","9.00","2015-04-16T13:50:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G25A","01","9.00","2015-05-29T11:20:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-02-10T10:52:00","TGMETHS","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-03-31T13:40:00","TGMETHS","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-04-16T13:55:00","TGMETHS","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices 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Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-02-10T10:47:00","FLOW","","","0.00","l/s","","","","","Not accredited","Soil Engineering","","" +"DATA","G25A","01","9.00","2015-02-10T10:47:00","GFLO","","","0.00","l/s","GA5000","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-03-31T11:33:00","GFLO","","","0.00","l/s","GA5000","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-04-16T13:45:00","GFLO","","","0.00","l/s","GA5000","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-05-29T11:18:00","GFLO","","","0.00","l/s","GA5000","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-02-10T10:47:00","WDEP","","","3.42","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-02-10T10:58:00","WDEP","","","3.48","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-02-24T12:00:00","WDEP","","","3.56","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-03-31T11:33:00","WDEP","","","3.40","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-03-31T11:45:00","WDEP","","","3.40","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-04-16T13:45:00","WDEP","","","3.49","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-04-16T14:00:00","WDEP","","","3.49","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-05-26T11:28:00","WDEP","","","3.52","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-05-29T11:18:00","WDEP","","","3.52","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-02-10T10:49:00","GCARMP","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G25A","01","9.00","2015-03-31T11:36:00","GCARMP","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G25A","01","9.00","2015-04-16T13:50:00","GCARMP","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G25A","01","9.00","2015-05-29T11:20:00","GCARMP","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-02-10T10:52:00","GCARMS","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-03-31T13:40:00","GCARMS","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-04-16T13:55:00","GCARMS","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-05-29T11:24:00","GCARMS","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-02-10T10:49:00","GHYDSP","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G25A","01","9.00","2015-03-31T11:36:00","GHYDSP","","","1.00","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G25A","01","9.00","2015-04-16T13:50:00","GHYDSP","","","1.00","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G25A","01","9.00","2015-05-29T11:20:00","GHYDSP","","","1.00","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G25A","01","9.00","2015-02-10T10:52:00","GHYDSS","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-03-31T13:40:00","GHYDSS","","","1.00","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-04-16T13:55:00","GHYDSS","","","1.00","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G25A","01","9.00","2015-05-29T11:24:00","GHYDSS","","","","ppm","GA5000, By internal electrochemical cell","1.00","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-02-09T14:41:00","GMETHP","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G4","01","12.00","2015-03-31T13:42:00","GMETHP","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G4","01","12.00","2015-04-15T08:45:00","GMETHP","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G4","01","12.00","2015-05-26T15:07:00","GMETHP","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-02-09T14:46:00","GMETHS","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-03-31T13:43:00","GMETHS","","","","%","GA5000, By dual wavelength infrared cell with reference channel","1.00","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" 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infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G4","01","12.00","2015-05-26T15:07:00","GCARDP","","","0.80","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-02-09T14:46:00","GCARDS","","","0.50","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-03-31T13:43:00","GCARDS","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-04-15T08:52:00","GCARDS","","","0.60","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-05-26T15:09:00","GCARDS","","","0.40","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-02-09T14:41:00","GMETHANEP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering","","" +"DATA","G4","01","12.00","2015-02-09T14:46:00","GMETHANES","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering","","" +"DATA","G4","01","12.00","2015-02-09T14:41:00","GOX","","","18.60","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Minimum value","" +"DATA","G4","01","12.00","2015-03-31T13:42:00","GOX","","","21.00","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Minimum value","" +"DATA","G4","01","12.00","2015-04-15T08:45:00","GOX","","","20.20","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Minimum value","" +"DATA","G4","01","12.00","2015-05-26T15:07:00","GOX","","","19.90","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-02-09T14:46:00","GOXP","","","20.30","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-03-31T13:43:00","GOXP","","","21.00","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-04-15T08:52:00","GOXP","","","20.60","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-05-26T15:09:00","GOXP","","","20.30","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-02-09T14:46:00","GOXS","","","20.30","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-03-31T13:43:00","GOXS","","","21.00","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-04-15T08:52:00","GOXS","","","20.60","%v/v","GA5000, By internal electrochemical cell","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-02-09T14:41:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G4","01","12.00","2015-03-31T13:42:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G4","01","12.00","2015-04-15T08:45:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Peak value","" +"DATA","G4","01","12.00","2015-05-26T15:07:00","TGMETHP","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-02-09T14:46:00","TGMETHS","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-03-31T13:43:00","TGMETHS","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-04-15T08:52:00","TGMETHS","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","Steady state value","" +"DATA","G4","01","12.00","2015-05-26T15:09:00","TGMETHS","","","","%v/v","GA5000, By dual wavelength infrared cell with reference channel","0.10","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G4","01","12.00","2015-04-01T15:30:00","WTEM","","1068970","13.30","degC","Diver datalogger","","","","","Atkins","","" +"DATA","G4","01","12.00","2015-04-01T16:00:00","WTEM","","1068970","13.20","degC","Diver datalogger","","","","","Atkins","","" 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+"DATA","G7","02","12.00","2015-04-12T18:00:00","COND","","1069037","1785.00","uS/cm","Diver datalogger","","","","","Atkins","","" +"DATA","G7","02","12.00","2015-04-12T18:30:00","COND","","1069037","1779.00","uS/cm","Diver datalogger","","","","","Atkins","","" +"DATA","G7","02","12.00","2015-04-12T19:00:00","COND","","1069037","1773.00","uS/cm","Diver datalogger","","","","","Atkins","","" +"DATA","G7","02","12.00","2015-04-12T19:30:00","COND","","1069037","1761.00","uS/cm","Diver datalogger","","","","","Atkins","","" +"DATA","G7","02","12.00","2015-04-12T20:00:00","COND","","1069037","1751.00","uS/cm","Diver datalogger","","","","","Atkins","","" +"DATA","G7","02","12.00","2015-04-12T20:30:00","COND","","1069037","1730.00","uS/cm","Diver datalogger","","","","","Atkins","","" +"DATA","G7","02","12.00","2015-04-12T21:00:00","COND","","1069037","1702.00","uS/cm","Diver datalogger","","","","","Atkins","","" +"DATA","G7","02","12.00","2015-04-12T21:30:00","COND","","1069037","1670.00","uS/cm","Diver datalogger","","","","","Atkins","","" +"DATA","G8","01","24.00","2015-02-09T15:44:00","WDEP","","","5.50","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G8","01","24.00","2015-03-17T12:20:00","WDEP","","","5.48","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G8","01","24.00","2015-03-31T13:57:00","WDEP","","","6.07","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G8","01","24.00","2015-04-14T14:16:00","WDEP","","","5.59","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G8","01","24.00","2015-05-27T11:06:00","WDEP","","","5.48","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G8","02","14.00","2015-02-09T15:33:00","WDEP","","","5.50","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G8","02","14.00","2015-03-17T12:35:00","WDEP","","","5.48","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G8","02","14.00","2015-03-31T13:52:00","WDEP","","","5.57","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G8","02","14.00","2015-04-14T14:14:00","WDEP","","","5.59","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G8","02","14.00","2015-05-27T11:05:00","WDEP","","","5.48","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G9","01","9.50","2015-02-24T10:00:00","WDEP","","","5.62","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" +"DATA","G9","01","9.50","2015-05-27T11:00:00","WDEP","","","5.79","m","Dip meter","","","","Not accredited","Soil Engineering Geoservices Limited","","" + +"GROUP","MONG" +"HEADING","LOCA_ID","MONG_ID","MONG_DIS","PIPE_REF","MONG_DATE","MONG_TYPE","MONG_DETL","MONG_TRZ","MONG_BRZ","MONG_BRGA","MONG_BRGB","MONG_BRGC","MONG_INCA","MONG_INCB","MONG_INCC","MONG_RSCA","MONG_RSCB","MONG_RSCC","MONG_REM","MONG_CONT","FILE_FSET" +"UNIT","","","m","","yyyy-mm-dd","","","m","m","deg","deg","deg","deg","deg","deg","","","","","","" +"TYPE","ID","X","2DP","X","DT","PA","X","2DP","2DP","0DP","0DP","0DP","0DP","0DP","0DP","X","X","X","X","X","X" +"DATA","EB2","01","2.00","01","2014-12-12","SP","","0.50","2.00","","","","","","","","","","","","" +"DATA","EB3A","01","15.00","01","2014-12-11","SP","","6.00","15.00","","","","","","","","","","","","" +"DATA","EB3A","02","4.00","02","2014-12-11","SP","","1.00","4.00","","","","","","","","","","","","" +"DATA","EB5","01","6.00","01","2014-12-15","SP","","1.00","6.00","","","","","","","","","","","","" +"DATA","G10A","01","16.00","01","2015-01-16","SP","","14.50","16.00","","","","","","","","","","Dipped by diver datalogger between 1st & 12th April 2015.","","" +"DATA","G10A","02","5.00","02","2015-01-16","SPIE","","4.00","6.00","","","","","","","","","","","","" +"DATA","G11A","01","29.00","01","2014-12-15","SPIE","","25.00","30.00","","","","","","","","","","","","" +"DATA","G15","01","27.00","01","2015-02-13","SPIE","","25.50","27.20","","","","","","","","","","","","" +"DATA","G15","02","10.00","02","2015-02-16","SPIE","","10.00","12.00","","","","","","","","","","","","" +"DATA","G16","01","26.00","01","2015-01-13","SPIE","","24.50","26.50","","","","","","","","","","","","" +"DATA","G16","02","10.50","02","2015-01-13","SP","","7.00","10.50","","","","","","","","","","","","" +"DATA","G18","01","4.50","01","2014-11-20","SPIE","","3.70","4.70","","","","","","","","","","","","" +"DATA","G1B","01","9.50","01","2015-01-27","SPIE","","8.50","10.00","","","","","","","","","","","","" +"DATA","G1B","02","3.00","02","2015-01-27","SP","","1.00","3.00","","","","","","","","","","","","" +"DATA","G22","01","8.50","01","2014-12-05","SPIE","","8.00","9.00","","","","","","","","","","","","" +"DATA","G22","02","3.00","02","2014-12-05","SP","","1.00","3.00","","","","","","","","","","","","" +"DATA","G25A","01","9.00","01","2014-11-21","SP","","1.50","9.00","","","","","","","","","","","","" +"DATA","G4","01","12.00","01","2014-12-12","SP","","5.00","12.00","","","","","","","","","","Dipped by diver datalogger between 1st & 12th April 2015.","","" +"DATA","G5","01","11.00","01","2015-01-29","SP","","3.00","11.00","","","","","","","","","","Dipped by diver datalogger between 1st & 12th April 2015.","","" +"DATA","G6","01","4.50","01","2014-12-04","SP","","2.50","4.50","","","","","","","","","","","","" +"DATA","G7","01","22.50","01","2014-12-05","SPIE","","21.00","23.00","","","","","","","","","","","","" +"DATA","G7","02","12.00","02","2014-12-05","SP","","7.00","12.00","","","","","","","","","","Dipped by diver datalogger between 1st & 12th April 2015.","","" +"DATA","G8","01","24.00","01","2014-12-02","SPIE","","23.50","24.50","","","","","","","","","","","","" +"DATA","G8","02","14.00","02","2014-12-02","SPIE","","13.00","14.40","","","","","","","","","","","","" +"DATA","G9","01","9.50","01","2015-01-19","SPIE","","9.00","10.00","","","","","","","","","","","","" + +"GROUP","PIPE" +"HEADING","LOCA_ID","PIPE_REF","PIPE_TOP","PIPE_BASE","PIPE_DIAM","PIPE_TYPE","PIPE_CONS","PIPE_REM","FILE_FSET" +"UNIT","","","m","m","mm","","","","" +"TYPE","ID","X","2DP","2DP","0DP","PA","X","X","X" +"DATA","EB2","01","0.00","0.50","50","PLAIN","Plain Pipe","","" +"DATA","EB2","01","0.50","2.00","50","SLOTTED","Slotted Pipe","","" +"DATA","EB3A","01","0.00","6.00","50","PLAIN","Plain Pipe","","" +"DATA","EB3A","01","6.00","15.00","50","SLOTTED","Slotted Pipe","","" +"DATA","EB3A","02","0.00","1.00","50","PLAIN","Plain Pipe","","" +"DATA","EB3A","02","1.00","4.00","50","SLOTTED","Slotted Pipe","","" +"DATA","EB5","01","0.00","1.00","50","PLAIN","Plain Pipe","","" +"DATA","EB5","01","1.00","6.00","50","SLOTTED","Slotted Pipe","","" +"DATA","G10A","01","0.00","14.50","50","PLAIN","Plain Pipe","","" +"DATA","G10A","01","14.50","16.00","50","SLOTTED","Slotted Pipe","","" +"DATA","G10A","02","0.00","5.00","19","PLAIN","Plain Pipe","","" +"DATA","G11A","01","0.00","29.00","19","PLAIN","Plain Pipe","","" +"DATA","G15","01","0.00","26.90","19","PLAIN","Plain Pipe","","" +"DATA","G15","02","0.00","10.30","19","PLAIN","Plain Pipe","","" +"DATA","G16","01","0.00","26.00","19","PLAIN","Plain Pipe","","" +"DATA","G16","02","0.00","7.00","50","PLAIN","Plain Pipe","","" +"DATA","G16","02","7.00","10.50","50","SLOTTED","Slotted Pipe","","" +"DATA","G18","01","0.00","4.50","19","PLAIN","Plain Pipe","","" +"DATA","G1B","01","0.00","9.50","19","PLAIN","Plain Pipe","","" +"DATA","G1B","02","0.00","1.00","50","PLAIN","Plain Pipe","","" +"DATA","G1B","02","1.00","3.00","50","SLOTTED","Slotted Pipe","","" +"DATA","G22","01","0.00","8.50","19","PLAIN","Plain Pipe","","" +"DATA","G22","02","0.00","1.00","50","PLAIN","Plain Pipe","","" +"DATA","G22","02","1.00","3.00","50","SLOTTED","Slotted Pipe","","" +"DATA","G25A","01","0.00","1.50","50","PLAIN","Plain Pipe","","" +"DATA","G25A","01","1.50","9.00","50","SLOTTED","Slotted Pipe","","" +"DATA","G4","01","0.00","5.00","50","PLAIN","Plain Pipe","","" +"DATA","G4","01","5.00","12.00","50","SLOTTED","Slotted Pipe","","" +"DATA","G5","01","0.00","3.00","50","PLAIN","Plain Pipe","","" +"DATA","G5","01","3.00","11.00","50","SLOTTED","Slotted Pipe","","" +"DATA","G6","01","0.00","2.50","50","PLAIN","Plain Pipe","","" +"DATA","G6","01","2.50","4.50","50","SLOTTED","Slotted Pipe","","" +"DATA","G7","01","0.00","22.50","19","PLAIN","Plain Pipe","","" +"DATA","G7","02","0.00","7.00","50","PLAIN","Plain Pipe","","" +"DATA","G7","02","7.00","12.00","50","SLOTTED","Slotted Pipe","","" +"DATA","G8","01","0.00","24.00","19","PLAIN","Plain Pipe","","" +"DATA","G8","02","0.00","14.00","19","PLAIN","Plain Pipe","","" +"DATA","G9","01","0.00","9.50","19","PLAIN","Plain Pipe","","" + +"GROUP","PTIM" +"HEADING","LOCA_ID","PTIM_DTIM","PTIM_DPTH","PTIM_CAS","PTIM_WAT","PTIM_REM","FILE_FSET" +"UNIT","","yyyy-mm-ddThh:mm:ss.sss","m","m","m","","" +"TYPE","ID","DT","2DP","2DP","XN","X","X" +"DATA","EB1","2015-01-27T15:00:00","0.00","0.00","","Start of Hole","" +"DATA","EB1","2015-01-27T18:00:00","1.70","1.10","","End of Shift","" +"DATA","EB1","2015-01-27T18:05:00","1.70","1.10","","End of shift","" +"DATA","EB1","2015-01-28T07:20:00","1.70","1.10","","Start of Shift","" +"DATA","EB1","2015-01-28T18:00:00","9.70","9.70","4.60","End of Shift","" +"DATA","EB1","2015-01-29T02:00:00","0.00","0.00","","Start of Hole","" +"DATA","EB1","2015-01-29T07:30:00","9.70","9.70","3.70","Start of Shift","" +"DATA","EB1","2015-01-29T18:00:00","15.00","10.60","","End of Shift","" +"DATA","EB1","2015-01-30T08:00:00","1.70","1.10","","End of Shift","" +"DATA","EB1","2015-01-31T00:00:00","1.70","1.10","","Start of Shift","" +"DATA","EB1","2015-01-31T08:00:00","9.70","9.70","4.60","End of Shift","" +"DATA","EB1","2015-02-01T01:00:00","9.70","9.70","3.70","Start of Shift","" +"DATA","EB1","2015-02-01T08:00:00","15.00","10.60","","End of Shift","" +"DATA","EB2","2014-12-10T07:30:00","0.00","","","Start of Hole","" +"DATA","EB2","2014-12-10T18:00:00","1.20","","","End of IP","" +"DATA","EB2","2014-12-11T07:30:00","1.20","","","Start of CP","" +"DATA","EB2","2014-12-11T18:00:00","7.50","7.50","5.10","End of Shift","" +"DATA","EB2","2014-12-12T07:30:00","7.50","7.50","4.60","Start of Shift","" +"DATA","EB2","2014-12-12T18:00:00","15.60","13.60","9.90","End of Hole","" +"DATA","EB2","2014-12-13T01:00:00","0.00","","","Start of Hole","" +"DATA","EB2","2014-12-13T08:00:00","1.20","","","End of IP","" +"DATA","EB2","2014-12-14T01:00:00","1.20","","","Start of CP","" +"DATA","EB2","2014-12-14T08:00:00","7.50","7.50","5.10","End of Shift","" +"DATA","EB2","2014-12-15T01:00:00","7.50","7.50","4.60","Start of Shift","" +"DATA","EB2","2014-12-15T08:00:00","15.60","13.60","9.90","End of Hole","" +"DATA","EB3","2014-11-25T07:30:00","0.00","","","Start of Hole","" +"DATA","EB3","2014-11-25T18:00:00","2.00","1.80","","End of Shift","" +"DATA","EB3","2014-11-26T07:30:00","2.00","1.80","","Start of Shift","" +"DATA","EB3","2014-11-26T18:00:00","2.00","","","End of Hole","" +"DATA","EB3","2014-11-28T01:00:00","0.00","","","Start of Hole","" +"DATA","EB3","2014-11-28T08:00:00","2.00","1.80","","End of Shift","" +"DATA","EB3","2014-11-29T01:00:00","2.00","1.80","","Start of Shift","" +"DATA","EB3","2014-11-29T08:00:00","2.00","","","End of Hole","" +"DATA","EB3A","2014-11-25T07:30:00","0.00","","","Start of Hole","" +"DATA","EB3A","2014-11-25T18:00:00","0.80","","","End of Shift","" +"DATA","EB3A","2014-11-26T07:30:00","0.80","","","Start of Shift","" +"DATA","EB3A","2014-11-26T18:00:00","4.00","4.00","3.50","End of Shift","" +"DATA","EB3A","2014-11-28T01:00:00","0.00","","","Start of Hole","" +"DATA","EB3A","2014-11-28T08:00:00","0.80","","","End of Shift","" +"DATA","EB3A","2014-11-29T01:00:00","0.80","","","Start of Shift","" +"DATA","EB3A","2014-11-29T08:00:00","4.00","4.00","3.50","End of Shift","" +"DATA","EB3A","2014-12-09T07:30:00","0.00","","","Start of Shift","" +"DATA","EB3A","2014-12-09T18:00:00","6.00","6.00","4.90","End of Shift","" +"DATA","EB3A","2014-12-10T07:30:00","6.00","6.00","5.10","Start of Shift","" +"DATA","EB3A","2014-12-10T18:00:00","15.45","13.60","9.70","End of Hole","" +"DATA","EB3A","2014-12-12T01:00:00","0.00","","","Start of Shift","" +"DATA","EB3A","2014-12-12T08:00:00","6.00","6.00","4.90","End of Shift","" +"DATA","EB3A","2014-12-13T01:00:00","6.00","6.00","5.10","Start of Shift","" +"DATA","EB3A","2014-12-13T08:00:00","15.45","13.60","9.70","End of Hole","" +"DATA","EB4","2015-01-14T07:30:00","0.00","0.00","","Start of Hole","" +"DATA","EB4","2015-01-14T16:00:00","6.00","6.00","5.50","End of Shift","" +"DATA","EB4","2015-01-15T07:30:00","6.00","6.00","3.80","Start of Shift","" +"DATA","EB4","2015-01-15T16:00:00","15.45","12.50","10.70","End of Hole","" +"DATA","EB4","2015-01-16T12:00:00","6.00","6.00","5.50","End of Shift","" +"DATA","EB4","2015-01-17T01:00:00","0.00","0.00","","Start of Hole","" +"DATA","EB4","2015-01-17T12:00:00","15.45","12.50","10.70","End of Hole","" +"DATA","EB4","2015-01-18T01:00:00","6.00","6.00","3.80","Start of Shift","" +"DATA","EB5","2014-12-10T07:30:00","0.50","","","Start of Hole","" +"DATA","EB5","2014-12-10T18:00:00","4.50","4.50","3.60","End of Shift","" +"DATA","EB5","2014-12-11T07:30:00","4.50","4.50","2.00","Start of Shift","" +"DATA","EB5","2014-12-11T18:00:00","8.70","8.70","2.50","End of Shift","" +"DATA","EB5","2014-12-12T07:30:00","8.50","8.50","2.00","Start of Shift","" +"DATA","EB5","2014-12-12T18:00:00","15.00","12.00","14.80","End of Hole","" +"DATA","EB5","2014-12-13T01:00:00","0.50","","","Start of Hole","" +"DATA","EB5","2014-12-13T08:00:00","4.50","4.50","3.60","End of Shift","" +"DATA","EB5","2014-12-14T01:00:00","4.50","4.50","2.00","Start of Shift","" +"DATA","EB5","2014-12-14T08:00:00","8.70","8.70","2.50","End of Shift","" +"DATA","EB5","2014-12-15T01:00:00","8.50","8.50","2.00","Start of Shift","" +"DATA","EB5","2014-12-15T08:00:00","15.00","12.00","14.80","End of Hole","" +"DATA","EB6","2014-11-14T07:30:00","0.00","","","Start of Hole","" +"DATA","EB6","2014-11-14T18:00:00","1.20","","","End of Shift","" +"DATA","EB6","2014-11-17T01:00:00","0.00","","","Start of Hole","" +"DATA","EB6","2014-11-17T07:30:00","1.20","","","Start of Shift","" +"DATA","EB6","2014-11-17T08:00:00","1.20","","","End of Shift","" +"DATA","EB6","2014-11-17T18:00:00","8.00","7.00","4.30","End of Shift","" +"DATA","EB6","2014-11-18T07:30:00","8.00","7.50","4.00","Start of Shift","" +"DATA","EB6","2014-11-18T18:00:00","15.00","11.50","13.00","End of Hole","" +"DATA","EB6","2014-11-20T01:00:00","1.20","","","Start of Shift","" +"DATA","EB6","2014-11-20T08:00:00","8.00","7.00","4.30","End of Shift","" +"DATA","EB6","2014-11-21T01:00:00","8.00","7.50","4.00","Start of Shift","" +"DATA","EB6","2014-11-21T08:00:00","15.00","11.50","13.00","End of Hole","" +"DATA","EB7","2014-12-18T07:30:00","0.00","","","Start of Hole","" +"DATA","EB7","2014-12-18T18:00:00","2.60","2.60","","End of Hole","" +"DATA","EB7","2014-12-21T01:00:00","0.00","","","Start of Hole","" +"DATA","EB7","2014-12-21T08:00:00","2.60","2.60","","End of Hole","" +"DATA","G1","2015-01-22T07:30:00","0.00","","","Start of Hole","" +"DATA","G1","2015-01-22T12:00:00","2.90","2.90","","End of Hole","" +"DATA","G1","2015-01-22T20:00:00","2.90","2.90","","End of Hole","" +"DATA","G1","2015-01-25T01:00:00","0.00","","","Start of Hole","" +"DATA","G10A","2015-01-06T07:30:00","0.00","0.00","","Start of shift","" +"DATA","G10A","2015-01-06T18:00:00","3.50","3.00","","End of shift","" +"DATA","G10A","2015-01-07T07:30:00","3.50","3.00","","Start of shift","" +"DATA","G10A","2015-01-07T18:00:00","9.50","9.50","7.50","End of shift","" +"DATA","G10A","2015-01-08T07:30:00","9.50","9.50","7.50","Start of shift","" +"DATA","G10A","2015-01-08T18:00:00","9.50","9.50","7.50","End of shift","" +"DATA","G10A","2015-01-09T01:00:00","0.00","0.00","","Start of shift","" +"DATA","G10A","2015-01-09T07:30:00","9.50","9.50","7.00","Start of shift","" +"DATA","G10A","2015-01-09T08:00:00","3.50","3.00","","End of shift","" +"DATA","G10A","2015-01-09T17:50:00","12.50","12.45","8.40","End of shift","" +"DATA","G10A","2015-01-10T01:00:00","3.50","3.00","","Start of shift","" +"DATA","G10A","2015-01-10T08:00:00","9.50","9.50","7.50","End of shift","" +"DATA","G10A","2015-01-11T01:00:00","9.50","9.50","7.50","Start of shift","" +"DATA","G10A","2015-01-11T08:00:00","9.50","9.50","7.50","End of shift","" +"DATA","G10A","2015-01-12T01:00:00","9.50","9.50","7.00","Start of shift","" +"DATA","G10A","2015-01-12T03:00:00","12.50","12.45","8.40","End of shift","" +"DATA","G10A","2015-01-12T07:30:00","12.50","12.45","6.50","Start of shift","" +"DATA","G10A","2015-01-12T18:00:00","17.70","16.30","8.40","End of shift","" +"DATA","G10A","2015-01-13T07:30:00","17.70","16.30","7.00","Start of shift","" +"DATA","G10A","2015-01-13T18:00:00","20.85","19.60","9.40","End of shift","" +"DATA","G10A","2015-01-14T07:30:00","20.85","19.60","7.00","Start of shift","" +"DATA","G10A","2015-01-14T18:05:00","28.00","27.75","9.20","End of shift","" +"DATA","G10A","2015-01-15T01:00:00","12.50","12.45","6.50","Start of shift","" +"DATA","G10A","2015-01-15T07:30:00","28.00","27.75","7.00","Start of Shift","" +"DATA","G10A","2015-01-15T08:00:00","17.70","16.30","8.40","End of shift","" +"DATA","G10A","2015-01-15T18:00:00","32.70","32.40","7.00","End of Hole","" +"DATA","G10A","2015-01-16T01:00:00","17.70","16.30","7.00","Start of shift","" +"DATA","G10A","2015-01-16T08:00:00","20.85","19.60","9.40","End of shift","" +"DATA","G10A","2015-01-17T01:00:00","20.85","19.60","7.00","Start of shift","" +"DATA","G10A","2015-01-17T08:05:00","28.00","27.75","9.20","End of shift","" +"DATA","G10A","2015-01-18T01:00:00","28.00","27.75","7.00","Start of Shift","" +"DATA","G10A","2015-01-18T08:00:00","32.70","32.40","7.00","End of Hole","" +"DATA","G11A","2014-11-26T07:30:00","0.00","","","Start of Hole","" +"DATA","G11A","2014-11-26T18:00:00","1.20","","","End of IP","" +"DATA","G11A","2014-11-27T07:30:00","1.20","","","Start of CP","" +"DATA","G11A","2014-11-27T18:00:00","5.30","4.30","","End of Shift","" +"DATA","G11A","2014-11-28T07:30:00","5.30","4.30","","Start of Shift","" +"DATA","G11A","2014-11-28T18:00:00","7.50","7.50","","End of Shift","" +"DATA","G11A","2014-11-29T01:00:00","0.00","","","Start of Hole","" +"DATA","G11A","2014-11-29T08:00:00","1.20","","","End of IP","" +"DATA","G11A","2014-11-30T01:00:00","1.20","","","Start of CP","" +"DATA","G11A","2014-11-30T08:00:00","5.30","4.30","","End of Shift","" +"DATA","G11A","2014-12-01T01:00:00","5.30","4.30","","Start of Shift","" +"DATA","G11A","2014-12-01T07:30:00","7.50","7.50","2.40","Start of Shift","" +"DATA","G11A","2014-12-01T08:00:00","7.50","7.50","","End of Shift","" +"DATA","G11A","2014-12-01T18:00:00","12.00","12.00","4.50","End of Shift","" +"DATA","G11A","2014-12-02T07:30:00","12.00","12.00","7.50","Start of Shift","" +"DATA","G11A","2014-12-02T18:00:00","17.00","16.40","2.00","End of Shift","" +"DATA","G11A","2014-12-03T07:30:00","17.00","16.40","2.20","Start of Shift","" +"DATA","G11A","2014-12-03T18:00:00","18.50","18.50","3.30","End of CP","" +"DATA","G11A","2014-12-04T01:00:00","7.50","7.50","2.40","Start of Shift","" +"DATA","G11A","2014-12-04T08:00:00","12.00","12.00","4.50","End of Shift","" +"DATA","G11A","2014-12-05T01:00:00","12.00","12.00","7.50","Start of Shift","" +"DATA","G11A","2014-12-05T08:00:00","17.00","16.40","2.00","End of Shift","" +"DATA","G11A","2014-12-06T01:00:00","17.00","16.40","2.20","Start of Shift","" +"DATA","G11A","2014-12-06T08:00:00","18.50","18.50","3.30","End of CP","" +"DATA","G11A","2014-12-08T07:00:00","18.50","18.50","7.000","Start of Shift / RC","" +"DATA","G11A","2014-12-08T07:30:00","18.50","18.50","7.00","Start of Rotary","" +"DATA","G11A","2014-12-08T18:00:00","22.25","22.25","9.00","End of Shift","" +"DATA","G11A","2014-12-09T07:30:00","22.25","22.25","8.50","Start of Shift","" +"DATA","G11A","2014-12-09T18:00:00","25.00","25.00","6.50","End of Shift","" +"DATA","G11A","2014-12-10T07:30:00","25.00","25.00","9.00","Start of Shift","" +"DATA","G11A","2014-12-10T18:00:00","28.00","28.00","4.30","End of Shift","" +"DATA","G11A","2014-12-11T01:00:00","18.50","18.50","7.00","Start of Rotary","" +"DATA","G11A","2014-12-11T07:30:00","28.00","28.00","7.20","Start of Shift","" +"DATA","G11A","2014-12-11T08:00:00","22.25","22.25","9.00","End of Shift","" +"DATA","G11A","2014-12-11T18:00:00","31.50","31.50","","End of Shift","" +"DATA","G11A","2014-12-12T01:00:00","22.25","22.25","8.50","Start of Shift","" +"DATA","G11A","2014-12-12T07:30:00","31.50","31.50","7.00","Start of Shift","" +"DATA","G11A","2014-12-12T08:00:00","25.00","25.00","6.50","End of Shift","" +"DATA","G11A","2014-12-12T18:00:00","35.00","35.00","6.50","End of Hole","" +"DATA","G11A","2014-12-13T01:00:00","25.00","25.00","9.00","Start of Shift","" +"DATA","G11A","2014-12-13T08:00:00","28.00","28.00","4.30","End of Shift","" +"DATA","G11A","2014-12-14T01:00:00","28.00","28.00","7.20","Start of Shift","" +"DATA","G11A","2014-12-14T08:00:00","31.50","31.50","","End of Shift","" +"DATA","G11A","2014-12-15T01:00:00","31.50","31.50","7.00","Start of Shift","" +"DATA","G11A","2014-12-15T08:00:00","35.00","35.00","6.50","End of Hole","" +"DATA","G12","2014-12-02T06:30:00","0.00","","","Start of shift","" +"DATA","G12","2014-12-02T19:00:00","4.00","3.30","-7.30","End of shift","" +"DATA","G12","2014-12-03T07:00:00","4.00","3.30","-9.40","Start of shift","" +"DATA","G12","2014-12-03T19:10:00","15.00","14.40","-6.70","End of shift","" +"DATA","G12","2014-12-04T07:00:00","15.00","14.40","6.70","Start of shift","" +"DATA","G12","2014-12-04T15:00:00","0.00","","","Start of shift","" +"DATA","G12","2014-12-04T19:00:00","18.50","15.00","-6.50","End of shift","" +"DATA","G12","2014-12-05T07:00:00","18.50","15.00","-8.00","Start of Shift","" +"DATA","G12","2014-12-05T18:00:00","4.00","3.30","-7.30","End of shift","" +"DATA","G12","2014-12-05T19:00:00","22.31","15.00","-11.90","End of Hole","" +"DATA","G12","2014-12-05T22:00:00","4.00","3.30","-9.40","Start of shift","" +"DATA","G12","2014-12-06T19:00:00","15.00","14.40","-6.70","End of shift","" +"DATA","G12","2014-12-06T22:00:00","15.00","14.40","6.70","Start of shift","" +"DATA","G12","2014-12-07T18:00:00","18.50","15.00","-6.50","End of shift","" +"DATA","G12","2014-12-07T22:00:00","18.50","15.00","-8.00","Start of Shift","" +"DATA","G12","2014-12-08T18:00:00","22.31","15.00","-11.90","End of Hole","" +"DATA","G13","2014-12-08T07:00:00","0.00","","","Start of shift","" +"DATA","G13","2014-12-08T07:30:00","0.00","","","Start of Hole","" +"DATA","G13","2014-12-08T19:00:00","8.19","7.70","-14.20","End of Shift","" +"DATA","G13","2014-12-09T07:00:00","8.19","7.70","-9.000","Start of shift","" +"DATA","G13","2014-12-09T07:30:00","8.19","7.70","-9.00","Start of Shift","" +"DATA","G13","2014-12-09T19:00:00","16.60","12.50","-9.50","End of Shift","" +"DATA","G13","2014-12-10T07:00:00","16.60","12.50","-10.00","Start of Shift","" +"DATA","G13","2014-12-10T19:00:00","24.29","20.00","-8.80","End of Shift","" +"DATA","G13","2014-12-11T01:00:00","0.00","","","Start of Hole","" +"DATA","G13","2014-12-11T07:00:00","24.29","20.00","-10.20","Start of Shift","" +"DATA","G13","2014-12-11T18:00:00","30.13","22.00","-6.70","End of Shift","" +"DATA","G13","2014-12-11T19:00:00","30.13","22.00","-6.700","End of shift","" +"DATA","G13","2014-12-12T01:00:00","8.19","7.70","-9.00","Start of Shift","" +"DATA","G13","2014-12-12T07:00:00","30.13","12.00","-9.900","Start of shift","" +"DATA","G13","2014-12-12T07:30:00","30.13","22.00","-9.90","Start of Shift","" +"DATA","G13","2014-12-12T11:45:00","0.00","","","End of shift","" +"DATA","G13","2014-12-12T18:00:00","30.13","22.00","-9.50","End of Hole","" +"DATA","G13","2014-12-12T22:00:00","16.60","12.50","-10.00","Start of Shift","" +"DATA","G13","2014-12-13T18:00:00","24.29","20.00","-8.80","End of Shift","" +"DATA","G13","2014-12-13T22:00:00","24.29","20.00","-10.20","Start of Shift","" +"DATA","G13","2014-12-14T08:00:00","30.13","22.00","-6.70","End of Shift","" +"DATA","G13","2014-12-15T01:00:00","30.13","22.00","-9.90","Start of Shift","" +"DATA","G13","2014-12-15T08:00:00","30.13","22.00","","End of Hole","" +"DATA","G14","2014-12-15T07:00:00","0.00","","","Start of Hole","" +"DATA","G14","2014-12-15T19:00:00","8.50","3.20","8.20","End of Shift","" +"DATA","G14","2014-12-16T07:00:00","8.50","3.40","-8.40","Start of Shift","" +"DATA","G14","2014-12-16T19:00:00","18.00","15.00","-8.00","End of Shift","" +"DATA","G14","2014-12-17T07:00:00","18.00","15.00","-6.50","Start of Shift","" +"DATA","G14","2014-12-17T19:00:00","21.75","21.70","-6.60","End of Shift","" +"DATA","G14","2014-12-17T22:00:00","0.00","","","Start of Hole","" +"DATA","G14","2014-12-18T07:00:00","21.75","21.70","-7.00","Start of Shift","" +"DATA","G14","2014-12-18T18:00:00","8.50","3.20","8.20","End of Shift","" +"DATA","G14","2014-12-18T19:00:00","21.75","21.70","-7.00","End of Hole","" +"DATA","G14","2014-12-18T22:00:00","8.50","3.40","-8.40","Start of Shift","" +"DATA","G14","2014-12-19T18:00:00","18.00","15.00","-8.00","End of Shift","" +"DATA","G14","2014-12-19T22:00:00","18.00","15.00","-6.50","Start of Shift","" +"DATA","G14","2014-12-20T18:00:00","21.75","21.70","-6.60","End of Shift","" +"DATA","G14","2014-12-20T22:00:00","21.75","21.70","-7.00","Start of Shift","" +"DATA","G14","2014-12-21T18:00:00","21.75","","","End of Hole","" +"DATA","G15","2015-01-19T07:00:00","0.00","0.00","","Start of Hole","" +"DATA","G15","2015-01-19T18:00:00","10.00","10.00","3.00","End of Shift","" +"DATA","G15","2015-01-20T07:30:00","10.00","10.00","1.60","Start of Shift","" +"DATA","G15","2015-01-20T18:00:00","13.60","12.00","4.80","End of CP","" +"DATA","G15","2015-01-21T22:00:00","0.00","0.00","","Start of Hole","" +"DATA","G15","2015-01-22T08:00:00","10.00","10.00","3.00","End of Shift","" +"DATA","G15","2015-01-23T01:00:00","10.00","10.00","1.60","Start of Shift","" +"DATA","G15","2015-01-23T08:00:00","13.60","12.00","4.80","End of CP","" +"DATA","G15","2015-01-26T07:00:00","13.60","12.00","2.20","Start of Rotary","" +"DATA","G15","2015-01-26T18:00:00","13.60","12.00","2.20","End of Shift","" +"DATA","G15","2015-01-27T07:00:00","13.60","12.00","2.80","Start of Shift","" +"DATA","G15","2015-01-27T18:00:00","17.60","17.60","3.00","End of Shift","" +"DATA","G15","2015-01-28T07:00:00","17.60","17.60","0.50","Start of Shift","" +"DATA","G15","2015-01-28T18:00:00","25.40","25.40","2.30","End of Shift","" +"DATA","G15","2015-01-28T22:00:00","13.60","12.00","2.20","Start of Rotary","" +"DATA","G15","2015-01-29T07:00:00","25.40","25.40","1.80","Start of Shift","" +"DATA","G15","2015-01-29T08:00:00","13.60","12.00","2.20","End of Shift","" +"DATA","G15","2015-01-29T18:00:00","30.00","30.00","1.80","End of Shift","" +"DATA","G15","2015-01-29T22:00:00","13.60","12.00","2.80","Start of Shift","" +"DATA","G15","2015-01-30T07:00:00","30.00","30.00","1.00","Start of Shift","" +"DATA","G15","2015-01-30T08:00:00","17.60","17.60","3.00","End of Shift","" +"DATA","G15","2015-01-30T18:00:00","33.00","33.00","1.30","End of Shift","" +"DATA","G15","2015-01-30T22:00:00","17.60","17.60","0.50","Start of Shift","" +"DATA","G15","2015-01-31T08:00:00","25.40","25.40","2.30","End of Shift","" +"DATA","G15","2015-01-31T22:00:00","25.40","25.40","1.80","Start of Shift","" +"DATA","G15","2015-02-01T08:00:00","30.00","30.00","1.80","End of Shift","" +"DATA","G15","2015-02-01T22:00:00","30.00","30.00","1.00","Start of Shift","" +"DATA","G15","2015-02-02T07:00:00","33.00","33.00","4.00","Start of Shift","" +"DATA","G15","2015-02-02T08:00:00","33.00","33.00","1.30","End of Shift","" +"DATA","G15","2015-02-02T18:00:00","36.00","36.00","2.00","End of Hole","" +"DATA","G15","2015-02-04T22:00:00","33.00","33.00","4.00","Start of Shift","" +"DATA","G15","2015-02-05T08:00:00","36.00","36.00","2.00","End of Hole","" +"DATA","G16","2015-01-08T07:30:00","0.00","","","Start of Hole","" +"DATA","G16","2015-01-08T18:00:00","11.50","11.00","9.60","End of Shift","" +"DATA","G16","2015-01-09T07:30:00","11.50","11.00","2.50","Start of Shift","" +"DATA","G16","2015-01-09T18:00:00","20.00","12.70","7.10","End of Shift","" +"DATA","G16","2015-01-11T01:00:00","0.00","","","Start of Hole","" +"DATA","G16","2015-01-11T08:00:00","11.50","11.00","9.60","End of Shift","" +"DATA","G16","2015-01-12T01:00:00","11.50","11.00","2.50","Start of Shift","" +"DATA","G16","2015-01-12T07:30:00","20.00","12.70","2.50","Start of Shift","" +"DATA","G16","2015-01-12T08:00:00","20.00","12.70","7.10","End of Shift","" +"DATA","G16","2015-01-12T18:00:00","27.50","26.00","5.46","End of Shift","" +"DATA","G16","2015-01-13T07:30:00","27.50","26.00","5.20","Start of Shift","" +"DATA","G16","2015-01-13T18:00:00","30.30","26.00","","End of Hole","" +"DATA","G16","2015-01-15T01:00:00","20.00","12.70","2.50","Start of Shift","" +"DATA","G16","2015-01-15T08:00:00","27.50","26.00","5.46","End of Shift","" +"DATA","G16","2015-01-16T01:00:00","27.50","26.00","5.20","Start of Shift","" +"DATA","G16","2015-01-16T08:00:00","30.30","26.00","","End of Hole","" +"DATA","G17","2014-12-07T07:30:00","0.00","","","Start of Hole","" +"DATA","G17","2014-12-07T18:00:00","1.20","","0.40","End of IP","" +"DATA","G17","2014-12-08T07:30:00","1.20","","0.10","Start of CP","" +"DATA","G17","2014-12-08T18:00:00","7.95","7.50","6.40","End of Shift","" +"DATA","G17","2014-12-09T07:30:00","7.95","7.50","4.90","Start of Shift","" +"DATA","G17","2014-12-09T18:00:00","11.70","11.70","9.90","End of CP","" +"DATA","G17","2014-12-10T01:00:00","0.00","","","Start of Hole","" +"DATA","G17","2014-12-10T08:00:00","1.20","","0.40","End of IP","" +"DATA","G17","2014-12-11T01:00:00","1.20","","0.10","Start of CP","" +"DATA","G17","2014-12-11T08:00:00","7.95","7.50","6.40","End of Shift","" +"DATA","G17","2014-12-12T01:00:00","7.95","7.50","4.90","Start of Shift","" +"DATA","G17","2014-12-12T08:00:00","11.70","11.70","9.90","End of CP","" +"DATA","G17","2015-01-20T07:00:00","11.70","11.70","2.20","Start of Rotary","" +"DATA","G17","2015-01-20T18:00:00","12.75","12.75","2.30","End of Shift","" +"DATA","G17","2015-01-21T07:00:00","12.75","12.75","0.70","Start of Shift","" +"DATA","G17","2015-01-21T18:00:00","14.85","14.85","1.00","End of Shift","" +"DATA","G17","2015-01-22T07:00:00","14.85","14.85","0.70","Start of Shift","" +"DATA","G17","2015-01-22T18:00:00","15.05","15.05","1.25","End of Hole","" +"DATA","G17","2015-01-22T22:00:00","11.70","11.70","2.20","Start of Rotary","" +"DATA","G17","2015-01-23T08:00:00","12.75","12.75","2.30","End of Shift","" +"DATA","G17","2015-01-23T22:00:00","12.75","12.75","0.70","Start of Shift","" +"DATA","G17","2015-01-24T08:00:00","14.85","14.85","1.00","End of Shift","" +"DATA","G17","2015-01-24T22:00:00","14.85","14.85","0.70","Start of Shift","" +"DATA","G17","2015-01-25T08:00:00","15.05","15.05","1.25","End of Hole","" +"DATA","G18","2014-11-17T07:30:00","0.00","","","Start of Hole","" +"DATA","G18","2014-11-17T18:00:00","3.00","1.60","","End of Shift","" +"DATA","G18","2014-11-18T07:30:00","3.00","","","Start of Shift","" +"DATA","G18","2014-11-18T18:00:00","3.00","","","End of Shift","" +"DATA","G18","2014-11-19T07:30:00","3.00","3.00","1.80","Start of Shift","" +"DATA","G18","2014-11-19T18:00:00","14.50","14.00","","End of Shift","" +"DATA","G18","2014-11-20T01:00:00","0.00","","","Start of Hole","" +"DATA","G18","2014-11-20T07:30:00","14.50","14.00","3.00","Start of Shift","" +"DATA","G18","2014-11-20T08:00:00","3.00","1.60","","End of Shift","" +"DATA","G18","2014-11-20T18:00:00","24.30","14.00","19.70","End of Hole","" +"DATA","G18","2014-11-21T01:00:00","3.00","","","Start of Shift","" +"DATA","G18","2014-11-21T08:00:00","3.00","","","End of Shift","" +"DATA","G18","2014-11-22T01:00:00","3.00","3.00","1.80","Start of Shift","" +"DATA","G18","2014-11-22T08:00:00","14.50","14.00","","End of Shift","" +"DATA","G18","2014-11-23T01:00:00","14.50","14.00","3.00","Start of Shift","" +"DATA","G18","2014-11-23T08:00:00","24.30","14.00","19.70","End of Hole","" +"DATA","G19A","2014-11-19T07:30:00","0.00","","","Start of shift","" +"DATA","G19A","2014-11-19T18:00:00","1.20","0.00","","End of shift","" +"DATA","G19A","2014-11-22T01:00:00","0.00","","","Start of shift","" +"DATA","G19A","2014-11-22T08:00:00","1.20","0.00","","End of shift","" +"DATA","G19B","2014-11-20T07:30:00","0.00","","","Start of Hole","" +"DATA","G19B","2014-11-20T10:00:00","","","","Start of shift","" +"DATA","G19B","2014-11-20T18:00:00","4.10","1.20","1.60","End of Shift","" +"DATA","G19B","2014-11-20T18:05:00","4.10","1.20","1.6","End of shift","" +"DATA","G19B","2014-11-21T07:30:00","4.10","1.20","1.70","Start of Shift","" +"DATA","G19B","2014-11-21T17:30:00","8.00","8.00","1.70","End of shift","" +"DATA","G19B","2014-11-23T01:00:00","0.00","","","Start of Hole","" +"DATA","G19B","2014-11-23T08:00:00","4.10","1.20","1.60","End of Shift","" +"DATA","G19B","2014-11-24T01:00:00","4.10","1.20","1.70","Start of Shift","" +"DATA","G19B","2014-11-24T07:30:00","8.00","8.00","1.60","Start of Shift","" +"DATA","G19B","2014-11-24T18:00:00","16.00","12.10","2.00","End of Shift","" +"DATA","G19B","2014-11-25T07:30:00","16.00","12.10","1.60","Start of Shift","" +"DATA","G19B","2014-11-25T18:20:00","22.70","16.40","2.60","End of Shift","" +"DATA","G19B","2014-11-26T07:30:00","22.70","16.40","1.60","Start of Shift","" +"DATA","G19B","2014-11-26T18:00:00","25.20","16.40","","End of Hole","" +"DATA","G19B","2014-11-27T01:00:00","8.00","8.00","1.60","Start of Shift","" +"DATA","G19B","2014-11-27T08:00:00","16.00","12.10","2.00","End of Shift","" +"DATA","G19B","2014-11-28T01:00:00","16.00","12.10","1.60","Start of Shift","" +"DATA","G19B","2014-11-28T10:00:00","22.70","16.40","2.60","End of Shift","" +"DATA","G19B","2014-11-29T01:00:00","22.70","16.40","1.60","Start of Shift","" +"DATA","G19B","2014-11-29T08:00:00","25.20","16.40","","End of Hole","" +"DATA","G1A","2015-01-22T12:00:00","0.00","","","Start of Hole","" +"DATA","G1A","2015-01-22T16:00:00","2.70","2.70","","End of Hole","" +"DATA","G1A","2015-01-22T20:00:00","0.00","","","Start of Hole","" +"DATA","G1A","2015-01-24T12:00:00","2.70","2.70","","End of Hole","" +"DATA","G1B","2015-01-22T16:00:00","0.00","","","Start of Hole","" +"DATA","G1B","2015-01-22T18:00:00","0.40","","","End of Shift","" +"DATA","G1B","2015-01-23T07:30:00","0.40","","","Start of Shift","" +"DATA","G1B","2015-01-23T18:00:00","9.00","9.00","4.90","End of Shift","" +"DATA","G1B","2015-01-24T12:00:00","0.00","","","Start of Hole","" +"DATA","G1B","2015-01-25T08:00:00","0.40","","","End of Shift","" +"DATA","G1B","2015-01-26T01:00:00","0.40","","","Start of Shift","" +"DATA","G1B","2015-01-26T08:00:00","9.00","9.00","4.10","Start of Shift","" +"DATA","G1B","2015-01-26T18:00:00","19.00","19.00","4.30","End of Shift","" +"DATA","G1B","2015-01-27T07:30:00","19.00","19.00","4.10","Start of Shift","" +"DATA","G1B","2015-01-27T18:00:00","25.30","21.00","21.00","End of Hole","" +"DATA","G1B","2015-01-29T08:00:00","9.00","9.00","4.10","Start of Shift","" +"DATA","G1B","2015-01-30T01:00:00","19.00","19.00","4.10","Start of Shift","" +"DATA","G1B","2015-01-30T08:00:00","25.30","21.00","21.00","End of Hole","" +"DATA","G2","2015-01-23T07:30:00","0.00","","","Start of Hole","" +"DATA","G2","2015-01-23T08:50:00","0.00","","","Start of shift","" +"DATA","G2","2015-01-23T17:35:00","4.70","4.20","3.90","End of shift","" +"DATA","G2","2015-01-23T18:00:00","4.70","4.20","3.90","End of Shift","" +"DATA","G2","2015-01-26T01:00:00","0.00","","","Start of Hole","" +"DATA","G2","2015-01-26T07:30:00","4.70","4.20","3.70","Start of Shift","" +"DATA","G2","2015-01-26T08:00:00","4.70","4.20","3.90","End of Shift","" +"DATA","G2","2015-01-26T18:00:00","15.00","10.20","14.20","End of Shift","" +"DATA","G2","2015-01-26T18:05:00","15.00","10.20","14.20","End of shift","" +"DATA","G2","2015-01-27T07:30:00","15.00","10.20","10.40","Start of Shift","" +"DATA","G2","2015-01-27T13:30:00","0.00","","","End of shift","" +"DATA","G2","2015-01-27T18:00:00","20.45","10.20","","End of Hole","" +"DATA","G2","2015-01-29T01:00:00","4.70","4.20","3.70","Start of Shift","" +"DATA","G2","2015-01-29T08:00:00","15.00","10.20","14.20","End of Shift","" +"DATA","G2","2015-01-30T01:00:00","15.00","10.20","10.40","Start of Shift","" +"DATA","G2","2015-01-30T08:00:00","20.45","10.20","","End of Hole","" +"DATA","G20","2014-12-11T07:30:00","0.00","","","Start of Hole","" +"DATA","G20","2014-12-11T18:00:00","3.80","6.30","2.70","End of Shift","" +"DATA","G20","2014-12-14T01:00:00","0.00","","","Start of Hole","" +"DATA","G20","2014-12-14T08:00:00","3.80","6.30","2.70","End of Shift","" +"DATA","G20","2014-12-15T07:30:00","4.00","6.30","2.50","Start of Shift","" +"DATA","G20","2014-12-15T18:00:00","15.00","15.00","12.00","End of Shift","" +"DATA","G20","2014-12-18T01:00:00","4.00","6.30","2.50","Start of Shift","" +"DATA","G20","2014-12-18T08:00:00","15.00","15.00","12.00","End of Shift","" +"DATA","G22","2014-11-17T07:30:00","0.00","","","Start of Hole","" +"DATA","G22","2014-11-17T18:00:00","1.20","","","End of IP","" +"DATA","G22","2014-11-20T01:00:00","0.00","","","Start of Hole","" +"DATA","G22","2014-11-20T08:00:00","1.20","","","End of IP","" +"DATA","G22","2014-12-04T07:30:00","1.20","","","Start of Shift / CP","" +"DATA","G22","2014-12-04T18:00:00","5.50","4.40","","End of Shift","" +"DATA","G22","2014-12-05T07:30:00","5.50","4.40","","Start of Shift","" +"DATA","G22","2014-12-05T18:00:00","10.00","10.00","4.00","End of Shift / Hole","" +"DATA","G22","2014-12-07T01:00:00","1.20","","","Start of Shift / CP","" +"DATA","G22","2014-12-07T08:00:00","5.50","4.40","","End of Shift","" +"DATA","G22","2014-12-08T01:00:00","5.50","4.40","","Start of Shift","" +"DATA","G22","2014-12-08T08:00:00","10.00","10.00","4.00","End of Shift / Hole","" +"DATA","G23","2014-11-14T07:30:00","0.00","","","Start of Hole","" +"DATA","G23","2014-11-14T18:00:00","1.70","1.60","Dry","End of Shift","" +"DATA","G23","2014-11-17T01:00:00","0.00","","","Start of Hole","" +"DATA","G23","2014-11-17T07:30:00","1.70","1.70","1.65","Start of Shift","" +"DATA","G23","2014-11-17T08:00:00","1.70","1.60","","End of Shift","" +"DATA","G23","2014-11-17T18:00:00","10.45","10.00","4.00","End of Shift","" +"DATA","G23","2014-11-18T07:30:00","10.45","10.00","","Start of Shift","" +"DATA","G23","2014-11-18T18:00:00","10.45","","","End of Hole","" +"DATA","G23","2014-11-20T01:00:00","1.70","1.70","1.65","Start of Shift","" +"DATA","G23","2014-11-20T08:00:00","10.45","10.00","4.00","End of Shift","" +"DATA","G23","2014-11-21T01:00:00","10.45","10.00","","Start of Shift","" +"DATA","G23","2014-11-21T08:00:00","10.45","","","End of Hole","" +"DATA","G25","2014-11-18T07:30:00","0.00","","","Start of Hole","" +"DATA","G25","2014-11-18T18:00:00","3.00","3.00","","End of Shift","" +"DATA","G25","2014-11-19T07:30:00","3.00","3.00","2.70","Start of Shift","" +"DATA","G25","2014-11-19T18:00:00","8.00","8.00","7.80","End of Hole","" +"DATA","G25","2014-11-21T01:00:00","0.00","","","Start of Hole","" +"DATA","G25","2014-11-21T08:00:00","3.00","3.00","","End of Shift","" +"DATA","G25","2014-11-22T01:00:00","3.00","3.00","2.70","Start of Shift","" +"DATA","G25","2014-11-22T08:00:00","8.00","8.00","7.80","End of Hole","" +"DATA","G25A","2014-11-19T07:30:00","0.00","","","Start of Hole","" +"DATA","G25A","2014-11-19T18:00:00","0.85","","","End of Shift","" +"DATA","G25A","2014-11-20T07:30:00","0.85","","","Start of Shift","" +"DATA","G25A","2014-11-20T18:00:00","10.00","9.20","","End of CP","" +"DATA","G25A","2014-11-21T07:30:00","10.00","9.20","","Start of Installation","" +"DATA","G25A","2014-11-21T18:00:00","10.00","","","End of Hole","" +"DATA","G25A","2014-11-22T01:00:00","0.00","","","Start of Hole","" +"DATA","G25A","2014-11-22T08:00:00","0.85","","","End of Shift","" +"DATA","G25A","2014-11-23T01:00:00","0.85","","","Start of Shift","" +"DATA","G25A","2014-11-23T08:00:00","10.00","9.20","","End of CP","" +"DATA","G25A","2014-11-24T01:00:00","10.00","9.20","","Start of Installation","" +"DATA","G25A","2014-11-24T08:00:00","10.00","","","End of Hole","" +"DATA","G26","2014-12-17T09:00:00","0.00","","","Start digging IP","" +"DATA","G26","2014-12-17T18:00:00","6.45","5.70","2.30","End of Shift","" +"DATA","G26","2014-12-18T07:30:00","6.45","5.70","2.10","Start of Shift","" +"DATA","G26","2014-12-18T18:00:00","10.00","10.00","2.30","End of Hole","" +"DATA","G26","2014-12-20T08:00:00","6.45","5.70","2.30","End of Shift","" +"DATA","G26","2014-12-20T18:00:00","0.00","","","Start digging IP","" +"DATA","G26","2014-12-21T01:00:00","6.45","5.70","2.10","Start of Shift","" +"DATA","G26","2014-12-21T08:00:00","10.00","10.00","2.30","End of Hole","" +"DATA","G27A","2014-12-16T18:00:00","1.20","","","IP complete set up rig","" +"DATA","G27A","2014-12-17T07:30:00","1.20","","0.80","Commence CP boring","" +"DATA","G27A","2014-12-17T18:00:00","10.00","10.00","6.00","End of Hole","" +"DATA","G27A","2014-12-18T08:00:00","10.00","10.00","","Commence pulling casing","" +"DATA","G27A","2014-12-19T08:00:00","1.20","","","IP complete set up rig","" +"DATA","G27A","2014-12-20T01:00:00","1.20","","0.80","Commence CP boring","" +"DATA","G27A","2014-12-20T08:00:00","10.00","10.00","6.00","End of Hole","" +"DATA","G27A","2014-12-21T08:00:00","10.00","10.00","","Commence pulling casing","" +"DATA","G3","2015-01-19T07:00:00","0.00","0.00","","Start of Hole","" +"DATA","G3","2015-01-19T18:00:00","4.00","3.85","3.80","End of Shift","" +"DATA","G3","2015-01-20T07:00:00","4.00","3.85","3.80","Start of Shift","" +"DATA","G3","2015-01-20T18:00:00","10.00","10.00","4.40","End of Shift","" +"DATA","G3","2015-01-21T07:00:00","10.00","10.00","4.20","Start of Shift","" +"DATA","G3","2015-01-21T18:00:00","19.00","15.45","7.80","End of Shift","" +"DATA","G3","2015-01-21T22:00:00","0.00","0.00","","Start of Hole","" +"DATA","G3","2015-01-22T07:00:00","19.00","15.45","4.20","Start of Shift","" +"DATA","G3","2015-01-22T08:00:00","4.00","3.85","3.80","End of Shift","" +"DATA","G3","2015-01-22T18:00:00","25.30","15.50","6.30","End of Hole","" +"DATA","G3","2015-01-22T22:00:00","4.00","3.85","3.80","Start of Shift","" +"DATA","G3","2015-01-23T08:00:00","10.00","10.00","4.40","End of Shift","" +"DATA","G3","2015-01-23T22:00:00","10.00","10.00","4.20","Start of Shift","" +"DATA","G3","2015-01-24T08:00:00","19.00","15.45","7.80","End of Shift","" +"DATA","G3","2015-01-24T22:00:00","19.00","15.45","4.20","Start of Shift","" +"DATA","G3","2015-01-25T08:00:00","25.30","15.50","6.30","End of Hole","" +"DATA","G4","2014-12-09T07:30:00","0.00","","","Start of Hole","" +"DATA","G4","2014-12-09T18:00:00","5.00","5.00","4.80","End of Shift","" +"DATA","G4","2014-12-10T07:30:00","5.00","5.00","3.80","Start of Shift","" +"DATA","G4","2014-12-10T18:00:00","12.00","12.00","4.40","End of Shift","" +"DATA","G4","2014-12-11T07:30:00","12.00","12.00","3.80","Start of Shift","" +"DATA","G4","2014-12-11T18:00:00","20.00","18.50","6.70","End of Shift","" +"DATA","G4","2014-12-12T01:00:00","0.00","","","Start of Hole","" +"DATA","G4","2014-12-12T07:30:00","20.00","18.50","3.40","Start of Shift","" +"DATA","G4","2014-12-12T08:00:00","5.00","5.00","4.80","End of Shift","" +"DATA","G4","2014-12-12T18:00:00","20.00","","","End of Hole","" +"DATA","G4","2014-12-13T01:00:00","5.00","5.00","3.80","Start of Shift","" +"DATA","G4","2014-12-13T08:00:00","12.00","12.00","4.40","End of Shift","" +"DATA","G4","2014-12-14T01:00:00","12.00","12.00","3.80","Start of Shift","" +"DATA","G4","2014-12-14T08:00:00","20.00","18.50","6.70","End of Shift","" +"DATA","G4","2014-12-15T01:00:00","20.00","18.50","3.40","Start of Shift","" +"DATA","G4","2014-12-15T08:00:00","20.00","","","End of Hole","" +"DATA","G5","2015-01-28T07:00:00","3.50","","","Start of Hole","" +"DATA","G5","2015-01-28T18:00:00","12.00","12.00","6.40","End of Shift","" +"DATA","G5","2015-01-29T07:00:00","12.00","12.00","3.40","Start of Shift","" +"DATA","G5","2015-01-29T18:00:00","20.05","13.00","18.10","End of Hole","" +"DATA","G5","2015-01-30T22:00:00","3.50","","","Start of Hole","" +"DATA","G5","2015-01-31T08:00:00","12.00","12.00","6.40","End of Shift","" +"DATA","G5","2015-01-31T22:00:00","12.00","12.00","3.40","Start of Shift","" +"DATA","G5","2015-02-01T08:00:00","20.00","13.00","18.10","End of Hole","" +"DATA","G6","2014-12-02T07:30:00","0.00","","","Start of Hole","" +"DATA","G6","2014-12-02T18:00:00","1.20","","","End of IP","" +"DATA","G6","2014-12-03T08:00:00","1.20","","","Start of CP","" +"DATA","G6","2014-12-03T18:00:00","12.30","12.30","4.10","End of Shift","" +"DATA","G6","2014-12-04T08:00:00","13.30","12.30","3.80","Start of Shift","" +"DATA","G6","2014-12-04T18:00:00","20.00","3.60","3.60","End of Hole","" +"DATA","G6","2014-12-05T01:00:00","0.00","","","Start of Hole","" +"DATA","G6","2014-12-05T08:00:00","1.20","","","End of IP","" +"DATA","G6","2014-12-06T08:00:00","1.20","","","Start of CP","" +"DATA","G6","2014-12-07T08:00:00","13.30","12.30","3.80","Start of Shift","" +"DATA","G7","2014-11-25T07:30:00","0.00","","","Start of Hole","" +"DATA","G7","2014-11-25T18:00:00","1.20","","","End of IP","" +"DATA","G7","2014-11-28T01:00:00","0.00","","","Start of Hole","" +"DATA","G7","2014-11-28T08:00:00","1.20","","","End of IP","" +"DATA","G7","2014-12-02T07:30:00","1.20","","","Start of CP","" +"DATA","G7","2014-12-02T18:00:00","3.00","2.00","","End of Shift","" +"DATA","G7","2014-12-03T07:30:00","3.00","2.00","","Start of Shift","" +"DATA","G7","2014-12-03T18:00:00","16.20","15.00","6.40","End of Shift","" +"DATA","G7","2014-12-05T01:00:00","1.20","","","Start of CP","" +"DATA","G7","2014-12-05T07:30:00","16.20","15.00","4.80","Start of Shift","" +"DATA","G7","2014-12-05T08:00:00","3.00","2.00","","End of Shift","" +"DATA","G7","2014-12-05T18:00:00","25.00","4.00","","End of Hole","" +"DATA","G7","2014-12-06T01:00:00","3.00","2.00","","Start of Shift","" +"DATA","G7","2014-12-06T08:00:00","16.20","15.00","6.40","End of Shift","" +"DATA","G7","2014-12-08T01:00:00","16.20","15.00","4.80","Start of Shift","" +"DATA","G7","2014-12-08T08:00:00","25.00","4.00","","End of Hole","" +"DATA","G8","2014-11-25T07:30:00","0.00","","","Start of Hole","" +"DATA","G8","2014-11-25T18:00:00","6.00","6.00","","End of Shift","" 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CLAY","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","CUM","UNDISTURBED","15","30.0","Maximum stress ratio ","Failure criterion: Maximum stress ratio ","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","17.50","33","UT","SEN1141125004","02","17.74","Fissured dark brown slightly sandy very clayey SILT","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","CUM","UNDISTURBED","67","25.5","Maximum stress ratio ","Failure criterion: Maximum stress ratio ","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","17.50","37","UT","","01","17.63","Fissured dark grey CLAY","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","CUM","UNDISTURBED","58","10.5","Maximum stress ratio ","Failure criterion: Maximum stress ratio ","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","4.00","10","UT","","01","4.07","Greyish brown slightly organic CLAY with decayed rootlets","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","CUM","UNDISTURBED","13","22.5","Maximum stress ratio ","Failure criterion: Maximum stress ratio ","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","17.50","49","UT","","01","17.64","Fissured dark grey CLAY","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","CUM","UNDISTURBED","35","15.5","Maximum stress ratio ","Failure criterion: Maximum stress ratio ","In-House Method based on K H Head: Manual of Soils Testing, Vol 3","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" + +"GROUP","TREM" +"HEADING","LOCA_ID","TREM_DTIM","TREM_COMP","TREM_REM","TREM_DURN","TREM_ETIM","FILE_FSET" +"UNIT","","yyyy-mm-ddThh:mm:ss.sss","","","hh:mm:ss","yyyy-mm-ddThh:mm:ss.sss","" +"TYPE","ID","DT","X","X","T","DT","X" +"DATA","EB1","2015-01-28T07:30:00","","Access gate to borehole position locked","","","" +"DATA","G10A","2015-01-06T14:00:00","","Building bund","","","" +"DATA","G10A","2015-01-07T10:50:00","","Installed environmental seal then let hydrate","","","" +"DATA","G10A","2015-01-07T13:40:00","","Waiting further instruction from client engineer contaminated ground","","","" +"DATA","G10A","2015-01-07T16:00:00","","Bad contamination waiting for ppe","","","" +"DATA","G10A","2015-01-08T07:30:00","","Borehole contaminated waiting for ppe","","","" +"DATA","G10A","2015-01-09T07:30:00","","Face fit for full face mask","","","" +"DATA","G10A","2015-01-09T10:00:00","","Setup decon unit","","","" +"DATA","G10A","2015-01-12T07:30:00","","Setting up decontamination unit","","","" +"DATA","G10A","2015-01-13T10:45:00","","Filling water bowser for falling head test","","","" +"DATA","G10A","2015-01-13T11:45:00","","Filling borehole with water for falling head test","","","" +"DATA","G10A","2015-01-13T12:30:00","","Attempted falling head test","","","" +"DATA","G10A","2015-01-13T13:45:00","","Installed bentonite seal then allowed to hydrate","","","" +"DATA","G12","","","Travel from shore to jackup","","","" +"DATA","G12","2014-12-02T06:30:00","","Waiting at West India Dock to alight jackup platform ( Haven Seaway)","","","" +"DATA","G12","2014-12-02T08:15:00","","Alighted jackup platform then moved platform with tugboat to borehole position","","","" +"DATA","G12","2014-12-02T10:15:00","","Waiting for jackup platform to jack it self to correct height","","","" +"DATA","G12","2014-12-02T12:45:00","","Waiting for low tide to drop casing in","","","" +"DATA","G12","2014-12-02T18:40:00","","Transfer jackup to quay side","","","" +"DATA","G12","2014-12-03T07:30:00","","Travel from quayside to jackup platform","","","" +"DATA","G12","2014-12-03T10:30:00","","Installed environmental seal at 7.50m hydrated","","","" +"DATA","G12","2014-12-04T18:40:00","","Transfer from jackup platform to shore","","","" +"DATA","G13","2014-12-08T07:30:00","","Lower 250mm casing to bed level","","","" +"DATA","G13","2014-12-08T16:30:00","","Reduced to 200mm casing","","","" +"DATA","G13","2014-12-09T07:00:00","","Waiting for transfer vessel","","","" +"DATA","G13","2014-12-10T07:30:00","","Reduce to 150mm casing","","","" +"DATA","G13","2014-12-11T15:00:00","","Pulled all 150mm casing, casing tight used snatch block","","","" +"DATA","G13","2014-12-11T17:00:00","","Freeing 200mm casing","","","" +"DATA","G13","2014-12-12T07:30:00","","Pulled all casings and backfilled with bentonite pellets","","","" +"DATA","G13","2014-12-12T11:00:00","","Washing down deck on jackup","","","" +"DATA","G14","2014-12-17T17:00:00","","Washing down deck work area","","","" +"DATA","G14","2014-12-18T07:30:00","","Pulled all casings","","","" +"DATA","G14","2014-12-18T11:30:00","","Stacked casings onto stillages","","","" +"DATA","G14","2014-12-18T14:30:00","","Washed down deck","","","" +"DATA","G19A","2014-11-19T07:30:00","","Waiting for borehole position","","","" +"DATA","G19A","2014-11-19T13:00:00","","Dayworks: Breaking out hard standing","","","" +"DATA","G19A","2014-11-19T16:00:00","","Dayworks: Erecting Heras Fencing and build bund","","","" +"DATA","G19A","2014-11-19T17:30:00","","Waiting for access","","","" +"DATA","G19B","2014-11-20T10:00:00","","Waiting for borehole position to be cleared of plant equipment","02:30:00","2014-11-20T12:30:00","" +"DATA","G19B","2014-11-20T12:30:00","","Move rig and setup","01:00:00","2014-11-20T13:30:00","" +"DATA","G19B","2014-11-20T13:30:00","","Build bund","01:00:00","2014-11-20T14:30:00","" +"DATA","G19B","2014-11-21T11:30:00","","Cleaning out borehole after EOD test","00:45:00","2014-11-21T12:15:00","" +"DATA","G19B","2014-11-24T10:15:00","","Installed environmental seal then allowed to hydrate","01:00:00","2014-11-24T11:15:00","" +"DATA","G23","2014-11-14T07:45:00","","Waiting for borehole","02:00:00","2014-11-14T09:45:00","" +"DATA","G23","2014-11-14T09:45:00","","Dayworks: Walking borehole positions with client","01:00:00","2014-11-14T10:45:00","" +"DATA","G23","2014-11-14T11:05:00","","Dayworks: Breaking out hard standing","00:30:00","2014-11-14T11:35:00","" +"DATA","G23","2014-11-14T12:35:00","","Dayworks: Erecting Heras Fencing","00:30:00","2014-11-14T13:05:00","" +"DATA","G23","2014-11-14T13:30:00","","Build bund","00:45:00","2014-11-14T14:15:00","" +"DATA","G23","2014-11-17T09:30:00","","Clean out borehole after pulling casing back for EOD","00:15:00","2014-11-17T09:45:00","" +"DATA","G23","2014-11-17T12:15:00","","Installed environmental seal and allow to hydrate","01:00:00","2014-11-17T13:15:00","" +"DATA","G23","2014-11-17T17:30:00","","Gates locked in crushing yard","00:30:00","2014-11-17T18:00:00","" + +"GROUP","TRET" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","TRET_TESN","TRET_SDIA","TRET_LEN","TRET_IMC","TRET_FMC","TRET_BDEN","TRET_DDEN","TRET_SAT","TRET_CONS","TRET_CONP","TRET_CELL","TRET_PWPI","TRET_STRR","TRET_STRN","TRET_DEVF","TRET_PWPF","TRET_STV","TRET_MODE","TRET_REM","FILE_FSET" +"UNIT","","m","","","","","m","","mm","mm","%","%","Mg/m3","Mg/m3","","","kPa","kPa","kPa","","%","kPa","kPa","%","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","2DP","2DP","X","X","2DP","2DP","X","X","0DP","0DP","0DP","1DP","1DP","0DP","0DP","2DP","X","X","X" +"DATA","EB1","14.00","38","UT","SEN1150129011","02","14.13","1","103.83","196.00","24.00","24.00","2.03","1.64","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","140","440","301","0.3","2.0","276","396","","Compound","","" +"DATA","EB1","14.00","38","UT","SEN1150129011","02","14.13","2","104.33","189.58","24.00","23.00","2.09","1.68","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","280","580","300","0.3","4.4","340","459","","Compound","","" +"DATA","EB1","14.00","38","UT","SEN1150129011","02","14.13","3","106.46","184.35","23.00","22.00","2.10","1.70","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","560","860","301","0.3","6.8","542","573","","Compound","","" +"DATA","EB2","13.60","49","UT","","02","13.83","1","102.37","197.07","23.00","24.00","2.05","1.67","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","140","440","302","0.3","2.7","173","342","","Brittle","","" +"DATA","EB2","13.60","49","UT","","02","13.83","2","102.63","189.89","24.00","23.00","2.14","1.72","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","280","580","301","0.2","5.2","327","441","","Brittle","","" +"DATA","EB2","13.60","49","UT","","02","13.83","3","104.45","185.45","23.00","22.00","2.15","1.75","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","560","860","299","0.4","7.0","525","586","","Brittle","","" +"DATA","EB3A","13.65","45","UT","","01","13.88","1","101.06","196.43","25.00","27.00","1.98","1.59","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","125","425","299","0.1","1.9","117","357","","Compound","","" +"DATA","EB3A","13.65","45","UT","","01","13.88","2","100.26","190.54","27.00","26.00","2.11","1.67","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","250","550","300","0.1","4.0","205","422","","Compound","","" +"DATA","EB3A","13.65","45","UT","","01","13.88","3","101.23","185.45","26.00","23.00","2.14","1.71","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","500","800","300","0.2","7.4","349","552","","Compound","","" +"DATA","EB4","2.70","15","UT","","02","2.94","1","104.40","193.87","46.00","45.00","1.72","1.18","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","25","325","301","0.2","2.7","42","319","","Compound","","" +"DATA","EB4","2.70","15","UT","","02","2.94","2","104.73","187.01","45.00","43.00","1.76","1.22","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","50","350","302","0.2","4.6","62","336","","Compound","","" +"DATA","EB4","2.70","15","UT","","02","2.94","3","106.32","182.36","43.00","40.00","1.78","1.24","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","100","400","301","0.2","10.5","86","374","","Compound","","" +"DATA","EB4","4.30","18","UT","","02","4.37","1","103.27","195.73","66.00","64.00","1.62","0.98","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","45","345","299","0.3","4.0","64","330","","Compound","","" +"DATA","EB4","4.30","18","UT","","02","4.37","2","104.30","187.14","64.00","61.00","1.64","1.00","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","90","390","299","0.3","8.1","87","365","","Compound","","" +"DATA","EB4","4.30","18","UT","","02","4.37","3","107.10","178.02","61.00","56.00","1.67","1.04","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","180","480","301","0.3","12.4","112","432","","Compound","","" +"DATA","EB4","10.70","40","UT","","02","10.87","1","104.50","196.77","33.00","35.00","1.93","1.45","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","100","440","338","0.1","1.8","120","387","","Brittle","","" +"DATA","EB4","10.70","40","UT","","02","10.87","2","104.39","192.13","35.00","33.00","2.01","1.49","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","200","540","338","0.1","4.2","153","445","","Brittle","","" +"DATA","EB4","10.70","40","UT","","02","10.87","3","105.81","186.33","33.00","32.00","2.03","1.52","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","400","740","337","0.3","6.5","221","539","","Brittle","","" +"DATA","EB5","12.00","44","UT","","02","12.07","1","103.30","196.20","31.00","34.00","1.96","1.49","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","120","560","434","0.1","1.5","119","497","","Brittle","","" +"DATA","EB5","12.00","44","UT","","02","12.07","2","103.15","192.53","34.00","33.00","2.05","1.53","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","240","680","436","0.1","2.9","149","538","","Brittle","","" +"DATA","EB5","12.00","44","UT","","02","12.07","3","103.52","188.97","33.00","31.00","2.07","1.56","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","480","920","436","0.3","4.5","214","675","","Brittle","","" +"DATA","G10A","16.00","40","UT","SEN1150112007","01","16.02","1","104.73","196.00","25.00","25.00","2.03","1.62","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","150","450","297","0.3","2.0","182","385","","Brittle","","" +"DATA","G10A","16.00","40","UT","SEN1150112007","01","16.02","2","104.56","190.83","25.00","24.00","2.10","1.67","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","300","600","296","0.3","3.1","284","460","","Brittle","","" +"DATA","G10A","16.00","40","UT","SEN1150112007","01","16.02","3","106.05","185.89","24.00","24.00","2.11","1.70","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","600","900","297","0.3","6.2","428","551","","Brittle","","" +"DATA","G10A","19.90","53","UT","SEN1150113009","01","19.95","1","101.93","196.00","31.00","32.00","2.00","1.53","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","200","500","300","0.2","2.8","269","424","","Brittle","","" +"DATA","G10A","19.90","53","UT","SEN1150113009","01","19.95","2","102.16","189.93","32.00","31.00","2.07","1.57","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","400","700","299","0.1","3.5","320","482","","Brittle","","" +"DATA","G10A","19.90","53","UT","SEN1150113009","01","19.95","3","103.47","186.84","31.00","30.00","2.08","1.59","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","800","900","100","0.3","5.3","390","425","","Brittle","","" +"DATA","G18","14.00","40","UT","","02","14.13","1","103.47","196.27","29.00","29.00","1.98","1.54","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","140","440","298","0.3","2.1","220","400","","Brittle","","" +"DATA","G18","14.00","40","UT","","02","14.13","2","103.80","190.47","29.00","28.00","2.03","1.57","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","280","580","296","0.3","3.8","311","499","","Brittle","","" +"DATA","G18","14.00","40","UT","","02","14.13","3","105.22","187.21","28.00","27.00","2.04","1.59","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","560","860","301","0.3","5.9","472","667","","Brittle","","" +"DATA","G19B","11.50","21","UT","SEN1141124009","02","11.77","1","103.37","194.93","30.00","32.00","1.93","1.48","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","100","400","299","0.2","2.3","131","366","","Brittle","","" +"DATA","G19B","11.50","21","UT","SEN1141124009","02","11.77","2","104.18","188.10","32.00","31.00","2.00","1.51","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","200","500","300","0.3","4.9","201","415","","Brittle","","" +"DATA","G19B","11.50","21","UT","SEN1141124009","02","11.77","3","106.38","183.05","31.00","30.00","2.01","1.54","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","400","700","303","0.3","7.3","343","559","","Brittle","","" +"DATA","G19B","17.50","33","UT","SEN1141125004","02","17.74","1","102.70","196.20","25.00","25.00","2.05","1.64","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","175","475","303","0.3","2.7","299","409","","Brittle","","" +"DATA","G19B","17.50","33","UT","SEN1141125004","02","17.74","2","102.82","189.49","25.00","24.00","2.12","1.70","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","350","650","303","0.1","4.1","455","494","","Brittle","","" +"DATA","G19B","17.50","33","UT","SEN1141125004","02","17.74","3","104.40","185.30","24.00","23.00","2.14","1.73","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","700","900","200","0.2","5.9","695","577","","Brittle","","" +"DATA","G5","17.50","37","UT","","01","17.63","1","102.30","195.50","29.00","28.00","2.00","1.56","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","175","475","306","0.1","1.1","177","402","","Brittle","","" +"DATA","G5","17.50","37","UT","","01","17.63","2","101.95","189.84","28.00","27.00","2.06","1.61","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","350","650","302","0.1","3.0","245","424","","Brittle","","" +"DATA","G5","17.50","37","UT","","01","17.63","3","102.72","186.56","27.00","25.00","2.09","1.65","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","700","950","247","0.1","4.7","395","353","","Brittle","","" +"DATA","G7","4.00","10","UT","","01","4.07","1","101.53","195.53","72.00","70.00","1.55","0.90","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","40","340","298","0.2","3.4","54","325","","Compound","","" +"DATA","G7","4.00","10","UT","","01","4.07","2","102.45","188.09","70.00","66.00","1.57","0.92","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","80","380","300","0.3","10.0","79","351","","Compound","","" +"DATA","G7","4.00","10","UT","","01","4.07","3","106.35","174.53","66.00","60.00","1.59","0.96","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","160","460","298","0.3","15.6","103","405","","Compound","","" +"DATA","G9","17.50","49","UT","","01","17.64","1","103.58","195.47","28.00","28.00","2.00","1.56","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","175","475","302","0.1","1.5","141","406","","Brittle","","" +"DATA","G9","17.50","49","UT","","01","17.64","2","103.10","190.23","28.00","28.00","2.08","1.62","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","350","650","302","0.1","3.1","233","453","","Brittle","","" +"DATA","G9","17.50","49","UT","","01","17.64","3","103.97","187.28","28.00","26.00","2.10","1.64","Saturation with 50kPa increments with a differential pressure of 10kPa","Drainage from both ends and using a radial filter drain","700","900","203","0.1","4.0","410","456","","Brittle","","" + +"GROUP","TRIG" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","SPEC_DESC","SPEC_PREP","TRIG_TYPE","TRIG_COND","TRIG_REM","TRIG_METH","TRIG_LAB","TRIG_CRED","TEST_STAT","FILE_FSET" +"UNIT","","m","","","","","m","","","","","","","","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","X","PA","PA","X","X","X","X","X","X" +"DATA","G10A","16.70","42","U","SEN1150112009","01","16.75","Fissured dark brown gravelly CLAY. Gravel is medium to coarse rounded.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","25.50","73","U","SEN1150114017","01","25.58","Grey SAND with occasional clay pockets.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","27.00","78","U","SEN1150114022","01","27.10","Grey SAND with occasional clay patches.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","30.50","90","U","","01","30.55","Fissured dark grey CLAY with shell fragments.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G10A","21.00","57","UT","SEN1150114001","01","21.05","Fissured grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","20.30","75","C","","01","20.35","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G11A","17.00","65","U","","01","17.05","Laminated brown gravelly CLAY. Gravel is medium subangular.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","11.00","24","U","SEN1141203017","01","11.22","Brown very sandy CLAY.","BS1377: Part 1: 1990: 8.4","UU","UNDISTURBED","Test terminated at load ring limit.","BS1377: Part 7: 1990: 8","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","15.00","38","U","SEN1141204001","01","15.10","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","16.00","42","U","SEN1141204005","01","16.10","Fissured brown sandy CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","5.00","10","UT","SEN1141203002","01","5.10","Fissured grey CLAY with shell fragments.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G12","2.00","5","UT","SEN1141202006","01","2.10","Fissured brown slightly sandy CLAY with shell fragments.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","14.00","33","U","SEN1141209014","02","14.20","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","15.50","39","U","SEN1141209020","02","15.73","Brown CLAY with shell fragments.","BS1377: Part 1: 1990: 8.4","UU","UNDISTURBED","Scheduled as multistage test. No observed failure of first stage so run until termination.","BS1377: Part 7: 1990: 8","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","18.50","47","U","SEN1141210006","02","18.54","Greenish brown clayey SAND.","BS1377: Part 1: 1990: 8.4","UU","UNDISTURBED","Scheduled as multistage test. No observed failure of first stage so run until termination.","BS1377: Part 7: 1990: 8","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G13","4.00","11","UT","SEN1141208011","02","4.05","Fissured brown slightly sandy CLAY with shell fragments.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","11.00","31","U","SEN1141216011","01","11.05","Fissured brown sandy gravelly CLAY. Gravel is fine to medium angular.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","5.00","13","UT","SEN1141215013","01","5.05","Laminated brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","9.50","25","UT","SEN1141216005","01","9.63","Laminated brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G14","2.00","7","UT","SEN1141215007","01","2.10","Laminated brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","17.82","39","C","","01","17.87","Brown organic CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","21.30","44","C","","01","21.36","Laminated brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","28.38","55","C","","01","28.45","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","12.50","27","UT","","01","12.75","Dark brown organic CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","5.00","3","UT","","01","5.10","Slightly fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G15","6.00","9","UT","","01","6.05","Fissured brown CLAY with many shells.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","2.00","12","UT","","01","2.05","Fissured brown gravelly slightly sandy CLAY. Gravel is medium to coarse angular.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","4.50","20","UT","","01","4.55","Brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","12.50","43","UT","","01","12.60","Greenish brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","19.00","70","UT","","01","19.11","Dark brown organic CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G16","21.00","77","UT","","01","21.10","Fissured grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","8.00","28","UT","","01","8.15","Fissured grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","11.00","34","UT","","01","11.10","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","17.00","46","UT","","01","17.18","Brownish grey CLAY","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G18","20.00","52","UT","","02","20.10","Grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","14.50","27","UT","SEN1141124015","01","14.54","Grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G19B","20.50","39","UT","SEN1141125019","01","20.61","Grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","3.30","17","UT","","01","3.35","Fissured dark brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","13.50","46","UT","","01","13.60","Brown organic CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G1B","16.50","52","UT","","01","16.55","Fissured brown CLAY with pockets of soft brown clay.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","11.50","35","UT","SEN1150126016","01","11.60","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G2","17.50","47","UT","SEN1150127005","01","17.55","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","4.50","18","UT","","01","4.68","Brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","13.50","44","UT","","01","13.59","Brownish grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G20","22.50","67","UT","","01","22.63","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G22","4.50","28","U","","01","4.55","Brown slightly sandy CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G23","3.50","17","UT","SEN1141117007","01","3.53","Greenish grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","2.50","13","U","","02","2.61","Grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","3.50","18","U","","02","3.63","Dark brown black organic CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","4.00","21","U","","02","4.12","Dark brownish black PEAT.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G26","5.00","26","U","","01","5.23","Dark brown PEAT.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G27A","6.50","31","UT","","02","6.60","Dark brownish black PEAT.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","Scheduled as multistage test. Early brittle failure prevented determination of 2nd and 3rd stage","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","11.50","37","UT","","02","11.70","Fissured dark brown slightly sandy CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G3","17.50","49","UT","","01","17.55","Fissured brown slightly sandy CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","12.70","40","UT","","01","12.78","Brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","15.50","47","UT","","01","15.66","Brown sandy CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G4","18.50","54","UT","","01","18.66","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","3.50","3","UT","","02","3.63","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","14.50","31","UT","","02","14.68","Dark brownish grey sandy PEAT.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G5","19.00","40","UT","","01","19.08","Fissured brown slightly sandy CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","3.40","17","UT","","01","3.55","Dark brown PEAT.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","4.00","19","UT","","01","4.16","Brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G6","13.40","47","UT","","01","13.58","Dark brown PEAT.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","2.50","4","UT","","01","2.70","Brown sandy CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","15.50","42","UT","","01","15.69","Grey CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G7","17.00","46","UT","","01","17.20","Grey sandy CLAY with shell fragments.","BS1377: Part 1: 1990: 8.4","UU","UNDISTURBED","Scheduled as multistage test. No observed failure of first stage so run until termination.","BS1377: Part 7: 1990: 8","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","5.00","17","UT","","01","5.22","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","6.50","21","UT","","01","6.60","Fissured brown CLAY with occasional well rounded gravel.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","15.30","43","UT","","01","15.44","Dark brown PEAT","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","16.80","49","UT","","01","16.97","Brown clayey gravelly SAND.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G8","19.80","60","UT","","01","20.01","Brown slightly gravelly CLAY. Gravel is medium to coarse well rounded.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","30.15","64","C","","02","30.25","Grey CLAY with many shell fragments.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" +"DATA","G9","17.00","47","UT","","01","17.23","Fissured brown CLAY.","BS1377: Part 1: 1990: 8.4","UUM","UNDISTURBED","","BS1377: Part 7: 1990: 9","Soil Engineering Geoservices Limited, Leeds Laboratory","UKAS 1265","Checked","" + +"GROUP","TRIT" +"HEADING","LOCA_ID","SAMP_TOP","SAMP_REF","SAMP_TYPE","SAMP_ID","SPEC_REF","SPEC_DPTH","TRIT_TESN","TRIT_SDIA","TRIT_SLEN","TRIT_IMC","TRIT_FMC","TRIT_CELL","TRIT_DEVF","TRIT_BDEN","TRIT_DDEN","TRIT_STRN","TRIT_CU","TRIT_MODE","TRIT_REM","FILE_FSET" +"UNIT","","m","","","","","m","","mm","mm","%","%","kPa","kPa","Mg/m3","Mg/m3","%","kPa","","","" +"TYPE","ID","2DP","X","PA","ID","X","2DP","X","2DP","2DP","X","X","0DP","0DP","2DP","2DP","2SF","0DP","X","X","X" +"DATA","G10A","16.70","42","U","SEN1150112009","01","16.75","1","105.03","195.87","24.00","","150","305","2.03","1.64","6.6","150","Compound","","" +"DATA","G10A","16.70","42","U","SEN1150112009","01","16.75","2","105.03","195.87","24.00","","300","331","2.03","1.64","8.7","170","Compound","","" +"DATA","G10A","16.70","42","U","SEN1150112009","01","16.75","3","105.03","195.87","24.00","","600","357","2.03","1.64","13","180","Compound","","" +"DATA","G10A","25.50","73","U","SEN1150114017","01","25.58","1","104.15","196.23","24.00","","250","439","2.05","1.65","5.6","220","Brittle","","" +"DATA","G10A","25.50","73","U","SEN1150114017","01","25.58","2","104.15","196.23","24.00","","500","474","2.05","1.65","6.1","240","Brittle","","" +"DATA","G10A","25.50","73","U","SEN1150114017","01","25.58","3","104.15","196.23","24.00","","1000","487","2.05","1.65","7.6","240","Brittle","","" +"DATA","G10A","27.00","78","U","SEN1150114022","01","27.10","1","102.62","195.73","25.00","","250","364","2.04","1.63","7.9","180","Compound","","" +"DATA","G10A","27.00","78","U","SEN1150114022","01","27.10","2","102.62","195.73","25.00","","500","458","2.04","1.63","9.7","230","Compound","","" +"DATA","G10A","27.00","78","U","SEN1150114022","01","27.10","3","102.62","195.73","25.00","","1000","626","2.04","1.63","22","310","Compound","","" +"DATA","G10A","30.50","90","U","","01","30.55","1","104.68","196.87","21.00","","200","126","2.08","1.72","2.5","63","Compound","","" +"DATA","G10A","30.50","90","U","","01","30.55","2","104.68","196.87","21.00","","400","153","2.08","1.72","3.8","76","Compound","","" +"DATA","G10A","30.50","90","U","","01","30.55","3","104.68","196.87","21.00","","800","194","2.08","1.72","5.3","97","Compound","","" 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+ + +@app.cell(hide_code=True) +def _(mo): + mo.md( + r""" + # AGS 4 data for the Silvertown Tunnel, London, UK + + The Silvertown Tunnel is a road tunnel, opened on 7 April 2025, beneath the River Thames in east London, England. The 1.4 km (0.87-mile) twin-bore tunnel runs between west Silvertown, east of the River Lea estuary, on the north side of the Thames and a portal adjacent to the existing Blackwall Tunnel on the Greenwich Peninsula south of the river. ([Source](https://en.wikipedia.org/wiki/Silvertown_Tunnel)) + + The Ground Investigation (GI) data and derived ground model that were used for the design of the Siltertown bored tunnels have been published online. + + The GI data for the Silvertown tunnel can be found on the British Geological Survey's ([BGS](https://www.bgs.ac.uk/)) [Deposited data search page](https://webapps.bgs.ac.uk/services/ngdc/accessions/index.html): + [**Title**: Preliminary GI for Silvertown Tunnel + **Description**: 77 exploratory holes carried out for the design of the Silvertown Tunnel, London](https://webapps.bgs.ac.uk/services/ngdc/accessions/index.html?simpleText=silvertown#item162465) + + The ground model has been published as an [AGSi Ground Model](https://www.ags.org.uk/data-format/agsi-ground-model/) by the Association of Geotechnical & Geoenvironmental Specialists ([AGS](https://www.ags.org.uk/)): + [AGSi Guidance / Example files](https://ags-data-format-wg.gitlab.io/agsi/AGSi_Documentation/Example_Silvertown) + """ + ) + return + + +@app.cell +def _(requests): + # raw_githubusercontent_url = "https://raw.githubusercontent.com/bedrock-engineer/bedrock-ge/refs/heads/main/examples/uk_silvertown_tunnel_ags4/20110770-2021-02-16_1308-Final-6.ags" + # ags_bytes = requests.get(raw_githubusercontent_url).content + + # Preferribly, the data can be directly used from the BGS webservice, but maybe this will not be possible in the marimo playground? + bgs_url = "https://webservices.bgs.ac.uk/accessions/download/162465?fileName=20110770%20-%202021-02-16%201308%20-%20Final%20-%206.ags" + ags_bytes = requests.get(bgs_url).content + ags_bytes + return (ags_bytes,) + + +@app.cell +def _(AGS4, ags_bytes, io): + ags_tables, headings = AGS4.AGS4_to_dataframe(io.BytesIO(ags_bytes)) + for group, data in ags_tables.items(): + ags_tables[group] = ( + AGS4.convert_to_numeric(data).drop(columns=["HEADING"]) + # .convert_to_numeric already removes the UNIT and TYPE rows. + # .loc[2:] + # .reset_index(drop=True) + ) + + ags_tables + return (ags_tables,) + + +@app.cell +def _(ags_tables, gpd): + ags_tables["LOCA"] = gpd.GeoDataFrame( + ags_tables["LOCA"], + geometry=gpd.points_from_xy( + ags_tables["LOCA"]["LOCA_NATE"], ags_tables["LOCA"]["LOCA_NATN"] + ), + crs="EPSG:27700", + ) + return + + +@app.cell +def _(ags_tables): + ags_tables["LOCA"].explore() + return + + +if __name__ == "__main__": + app.run()