Laserfiche WebLink
i <br /> �) V <br /> GEOPROBE <br /> SAMPLE COLLECTION AND DESCRIPTION LOG <br /> t <br /> SITE: Canlis Building BORING ID: SB-6 <br /> 24 South Hunter Street <br /> Stockton, California Drilling Date: October 4;1997 <br /> C <br /> �i SAMPLE PID* <br /> SAMPLE SAMPLE DEPTH SAMPLE READING <br /> ID TIME (Feet) TYPE ANALYSES (ppm) USCS SOIL DESCRIPTION <br /> L TPHD <br /> TPHG SILTY CLAY: Gray-brown, stiff, dry, <br /> LSB-6-20 840 20 SOIL BTEX NA ML diesel odor.. <br /> t� MTBE <br /> VOCS <br /> LTPHD <br /> SB-6-25 915 25 SOIL TPHG NA ML SILTY CLAY: Gray-brown, stiff, dry, <br /> BTEX diesel odor. <br /> MTBE <br /> TPHD SAND: Poorly-graded medium sand <br /> TPHG SB-6-30 945 30 SOIL BTEX NA SP with silt(30%) and clay(10%), brown, <br /> MTBE loose, moist, diesel odor. <br /> fr TPHD SILTY SAND: Fine sand with silt <br /> SB-6-35 1015 35 SOIL BTEX NA SM (50%)and clay(10%), dark brown, <br /> moderately loose, wet, slight diesel <br /> MTBE odor. <br /> VOCs <br /> r* TPHD Advanced Geoprobe screen to 40 <br /> LGROUND TPHG feet bgs. Groundwater measured at <br /> SB-6-GW 1045 36 BTEX NA NA 36 feet bgs. Collected groundwater <br /> WATER MTBE <br /> ' VOCs samples (4 VOAs and 2 liter ambers). <br /> Terminated boring at 40 feet bgs. <br /> Abandoned borehole with neat <br /> cement tremied through drive rods. <br /> f� <br /> NOTES: PID=Photoionization Detector Geologist: Joseph Ramage R.G.#5856 <br /> jppm = parts per million Ramage Environmental <br /> USCS= Unified Soil Classification System <br /> ttt��L Drilling Rig: Geoprobe 54o0 '1 <br /> PID not functioning reliably Driller: David Fisch, C-57#683865 <br /> '' Fisch Environmental d <br /> u <br /> LI <br />