Laserfiche WebLink
i <br /> Project: RANCH MARKET Project No.: 077,42098.002 Lag of Boring/Monitoring Well: <br /> i Baring Location: 23564 S. SANTA FE ROAD, RIVERBANK, CA. Drawn By. S.E.S. V-2 <br /> ',contractor and Equipment: WEST HAZMAT—CME 85 Logged By. S.C. <br /> ..npling Method: SPOT SPOON Monitoring Device: PID Comments: <br /> Start Date/Time: g 21 2000 Finish Date/Time: g 21 2000 <br /> First Water (bgs): Stabilized Water Level (bgs): <br /> 113 <br /> Surface Elevation: Top Casing Elevation: <br /> E _ Boring Abandonment/ <br /> Z 8E LITHOLOGIC DESCRIPTION Well Construction Details <br /> v 4 n J <br /> E `; 5 0 (color, groin size, consistency, moisture, other) <br /> cR r <br /> of 0 Asphalt on surface (top 3"). Road base to 18" <br /> c� DQQ <br /> =Q r <br /> DIX <br /> DOC <br /> 5 NO SAMPLES TAKEN 5 F0 Neat <br /> DOCCement <br /> VX <br /> xx <br /> I <br /> 10 NO SAMPLES TAKEN 10 Bentonite <br /> chips <br /> \� <br /> NO SAMPLES TAKEN <br /> 15 15 <br /> 346 20UT Silty Sand; tSM)(2.5Y 6/1). light gray, (0,90,10, 20 ;a <br /> j 100% 0), no plasticity, fine grained, damp, dense, .. #3 SAND <br /> TIT strong hydrocarbon oder, abundant stains from <br /> 794 25 dark gray to reddish orange. 25 % <br /> Silty Sand; �SM 2.5Y 4/2), olive gray, 0,75,25, <br /> G• , <br /> 0), no plasticity, fine grained, moist, dense, r r � <br /> hydrocarbon odor present, abundant reddish— � .� <br /> o, orange staining. <br /> 1126 30 ff'�� 30 <br /> SILT; (ML)(2.5Y 4/1) olive gray, (0,5,60,35) <br /> medium plasticity, fine grained, moist, dense, VC end <br /> hydrocarbon odor apparent, small amounts cap <br /> of reddish—orange staining. <br /> Total Depth of Boring =31' bgs <br /> T <br /> I <br /> at 100% <br /> C] <br /> Y <br /> N <br /> 1 Reviewed By Date: <br /> SECOR Revised By. Date: Page Hof- <br />