Laserfiche WebLink
GROUND ZERO ANALYSIS LOG OF BORING SBI <br /> PROJECT MAN,Eg 2 _ LOCATION f 2fiO-WALNUT GROVE ROAD. THORNTOb_ CA PROJECT NO 314 <br /> DATE DRILLED 07/28/99 LOGGED BY SEAN GARMEY REVIEWED BY JOHN P. LANE, Bri NO, 67135 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER FLINT METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER - 2 IN DEPTH DRILLED 12 FT DEPTH TO WATER INITIAL 68 FT STATIC 6 2 Fl <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL -_ FT TO FT <br /> SCREEN TYPE -NA _ _ DIAMETER IN SLOT SIZE IN INTERVAL - FT TO _ FT <br /> FILTER PACK TYPE Nq--_ _ _.__. .�, INTERVAL - --- FT TO _ FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL - D FT TO 12 ET <br /> COMMENTS PAGE 1 OF_!_ <br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> O-r ASPHALT <br /> 2 IC-619' SANDY LEAN CLAY (CL) 30% FN, A-SA, PRLY GRDD SND, 713% FNS, <br /> M-H DRY STRNGTH, SLW DLTNCY, L-M TGHNSS, M-H PLST, BRN, NPO, <br /> MST <br /> 4 MAN2-SBI-S' CL <br /> 0 <br /> 6 <br /> 9 6/9-11' SILT WITH SAND (ML) 25% A SND, 75% FNS, L DRY STRNGTH, SLW-R <br /> DLTNCY, L-M TGHNSS, L PLST, GRN/BRN, SL PD, WET <br /> MAN2-SBI-10' <br /> 10 3000 ML GRAB GROUNDWATER SAMPLE COLLECTED THROUGH TEMPORARY <br /> WELL SCREEN <br /> REFUSAL <br /> 12 REFUSAL AT 12 FEET <br /> —14- <br /> Is- <br /> 20- <br /> -22- <br /> 24 <br /> 416202224 <br /> —26- <br /> -28- <br /> - <br /> EKED GAO <br /> -30- <br /> ��y CSG <br /> Of .JOHN P <br /> 3z P LANTE <br /> No 6795 4 <br /> 34 -v <br /> 36 G A <br /> -38- <br /> 40 <br />