Laserfiche WebLink
EN"RONMENTAL BORING L O C <br /> 0 0 CME-75 <br /> ODD Drill Rig: Gate Drilled: 6-6-94 Logged By: <br /> f;.: 335 Grown Ave Boring Dia: 8" Boring Number:4MW-Q ML <br /> :' `` Merced,CA 95W <br /> * <br /> C <br /> Sample Depth wet! I Elev, Sal <br /> Type Blow Feat . C,onXL n Foot Type Description and Remarks <br /> Count pa-1 <br /> ML PAVEMENT <br /> 5-11-15 5 = = ORGAMC SILT, black-gray, wet, micaceous, medium plasticity, <br /> NO ODOR, PID 12 ppm <br /> 12-17-32 10 OR-AMC CLAYEY SILT, black-gray, molst, micaceous, medium <br /> plasticity, NO ODOR, PID 30 ppm <br /> 29-37-50 1�a DRGMC CLAYEY MICACEOUS SILT, green-gray, moist, dense, <br /> NO ODOR, PID 20 ppm <br /> V <br /> 22.25-32 20 CLAYEY SILT. micaceous silt, gray-green, wet, slightly plastic, <br /> NO ODOR, PID 20 ppm <br /> 25-27-30 25 CLAYEY SILT, micaceous silt, gray-green, wet, slightly plastic <br /> 30 Total depth 30 feet bsg, <br /> Completion Notes: SITE, <br /> Set 2`schedule 40 PVC casing, 0,02"slotted: 30-10' bsg, blank: Village West Marina <br /> 10-0' bsg. BaCkfilled with #3 Monterey sand: 30-9' bsg, bentonite 6649 Embarcadero Drive <br /> clay: 9-7-5' bsg, portland cement: 7-5-1' bsg. Set 8"traffic box at Stockton, California <br /> surface In concrete, <br /> 3 Project No. <br /> 33016.03 page 1 of 1 <br />