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Boring Location: 205 N. CENTERS ET, STOCKTON, CA. Dra By. T.Z. Mw-6 <br /> Subcontractor and Equipment: V&W I)I2,__.,IG Lag ed By. C.H. <br /> Sampling Method: SPLIT SPOON Monitoring Device: (PID) OVM 580E Comments <br /> Start Date/Time: 6Z2100111030 Finish Dote/rime: 6 2/00//1600 <br /> First Water (bgs): 14,5, Stabilized Water Level ( 9s): 13.13 <br /> Surface Elevation: NA ToD Casing Elevation: NA Boring Abandonment/ <br /> z ti LITHOLOGIC DESCRIPTION <br /> Well Construction Details <br /> a � � <br /> a .a y o Ln �, (color, groin size, consistency, moisture, other) Traffic-rated <br /> �i <br /> E Q 0 <br /> to Christy Box <br /> ., a <br /> Congrete <br /> 0 Cement <br /> Grout <br /> 1 <br /> 2 FILL MATERIAL Bentonite <br /> Seal l <br /> 3 <br /> 2'0 Sch.40 <br /> 4 PVC Blank <br /> No sample— Rock beneath the drill bit Cosing <br /> 5 — <br /> 6 <br /> 7- <br /> 8- <br /> 9 <br /> 8 9 <br /> 2"0 Sch. 40 <br /> 10 — PVC 0.020" <br /> SILTY CLAY (CL) Brown, oft, moist, no :, y'`: <br /> 2 0 11 hydrocarbon odor (0,10, 0,60) �, �; Slot Screen <br /> 2 (0,10,40,50) <br /> _ <br /> 12- <br /> 13- <br /> 14- <br /> 3 <br /> 21314 3 1, SAND (SP) Gray, fine to medium sand, loose, <br /> 4 0 16 saturated, no hydrocarbon odor (0.90,10,0) <br /> 4 <br /> 17 = <br /> 18 = <br /> 19 <br /> 20 <br /> 6 SAND (SP) Croy, fine sand, medium dense, <br /> 12 a 21-0saturated, no hydrocarbon odor (0,90,10,0) — <br /> 16 <br /> 22 <br /> 23 Lonestar <br /> 24A. <br /> = Sand Pack <br /> 3 Same as above Threaded <br /> 25 End Cap <br /> 6z a 26 End of boring @25� <br /> 14 <br /> 27- <br /> 28- <br /> 30 <br /> 72$30 <br /> Reviewed By. Date: <br /> SECOR Revised By. Date: Page�af� <br /> i <br />