Laserfiche WebLink
PROJECT NAME/LOCATION: PROJECT BORING <br />' NUMBER: 90-020 NUMBER: MW-2 SHEET 2 OF 2 <br /> Shell Service Station <br /> 6131 Pacific CONTRACTOR: DRILLING <br /> Stockton, CA West Hazmat Drilling METHOD: 10" HSA <br /> DRILLER: DRILLING RIG: <br /> Gene Reinhardt Diesel Acker AD-2 <br /> LAND OWNER: START DATE: 07-12-90 COMPLETED: 07-12-90 <br /> Shell Oil Company TIME: TIME: 3 : OOPM <br /> S T S N B C S I D <br /> A Y A U L O A N E GENERAL <br /> M P M M O U M T P DESCRIPTION OF MATERIALS PID OBSERVATION <br /> P E P B W N P V T AND CONDITIONS (ppm) NOTES <br /> L L E T L A H <br /> E E R S E L (FT) Surface: 3" Asphalt <br /> 2 . 0 MW2 34 . 5 35 Clayey SILT: brown, dry, (ML) No odor <br /> CA G 36. 0 <br /> SS <br /> l <br /> 9 <br /> SS H 11 39 . 5 4-0—Sandy SILT: greenish, 100} Strong gas <br /> 16 41. 0 grained, (ML) odor <br /> 9 <br /> SS I 17 44 . 5 45 Clayey SAND: with gravel , med 75 Gas odor <br /> 21 46 . 0 grained, (SC) <br /> 1 ' <br /> 14 <br /> SS J 16 49 . 5 50 Silty SAND: brown, medium to Slight gas <br /> 20 51 . 0 coarse grained, damp, (SM) odor <br /> i <br /> 11 <br /> SS K 21 54 . 5 55 SAND: medium grained, 00 Gas odor <br /> 26 56 . 0 brown, waterbearing, (SP) <br /> SS L 59. 5 60 Salty SAND: brown, medium No odor <br /> 63 . 0 grained (SM) <br /> 11 Sandy SILT: brown, fine <br /> SS M 21 64 . 5 65 grained, waterbearing, (MH) No odor <br /> 26 66 . 0 ------------------------------- <br /> TOTAL DEPTH 66 FT. <br /> Field Notes : <br /> -Hand augered first 5' Aegis <br /> --Soil boring completed as 4" diameter PVC Environmental <br /> monitoring well Inc. <br /> -2 . 0 CA SS = 2 . 0" diameter split spoon sampler <br /> FL09-9 <br /> ed By: Abel Ramirez <br />