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rrolecu AK1.;U44`3J Lag a boring/monaciong Well: <br /> Project Na.: 7G600 -02 M � 1 \. <br /> Boring location: 205 N. CENTER ST.0 -CKTQN, CA. !r <br /> Subcontractor and Equipment: CENTRAL <br /> VA Y DRILLING Logged By. A.A. Drawn 8y T.Z. <br /> lonitorin Device: RAE PID Comments: <br /> Sampling Method: FI$A,SPLIT SPOON 9 <br /> Start Date/Time: 2 10/99//1100 Finish Date/lime: L/10/99/Z1400 <br /> Fest Water (bgs): 18 Stabilized Water level (b s): 13.58 FT. <br /> d Surface Elevation: NA To Casing Elevation: NA <br /> E <br /> a E u Boring Abandonment/ <br /> LITHOLOGIC DESCRIPTION <br /> �. �' Well Construction Detoils <br /> a v w o o (color, grain size, consistency, moisture, ocher) <br /> CL v U <br /> CO O. Q <br /> N <br /> 0 s o -T) Fill ma er4o <br /> V v Traffic-rated <br /> 1 Fill material from 4" to oba t 6' well Box <br /> V v <br /> Neat Grout <br /> 003 <br /> 00 Bentonite <br /> 4 <br /> Chips <br /> 7 510 <br /> 10 6 — 12012 <br /> 1215 29 1.4 SILTY CLAY (CL) (0,5,35,60) DARK GRAY, very fine, — Sand Pack <br /> 7 firm, damp, no odor — <br /> 8 <br /> 4`0 Sch.4 <br /> 9 — PVC Blank <br /> Casing <br /> 10 10 <br /> 19 11 SILTY CLAY. (CL) (0,5,35,60) DARK GRAY, very fine _ <br /> 1230 29 1.5 grained, well sorted, firm, d mp, no odor <br /> 12 - <br /> 13 — 4` MO <br /> Screen <br /> T — Casing <br /> 14 <br /> 4 15 SILTY CLAY (CL) (0,5,35,60) DARK GRAY, very fine, — <br /> 11 moderately sorted, firm, da p, slight odor, some — <br /> 1245 13 4.516 brick material encountered — <br /> 17 - — <br /> 18 T — <br /> 39 <br /> 3 20 — <br /> 4 21 SAND (SW) (0,90,5,5) DARK QRAY, fine grained, well <br /> 1300 7 4.5 sorted, slight odor, saturate <br /> 22 - <br /> 23 — <br /> 24 — <br /> 25 SAND (SW) •.(0,90,5,5) DARK RAY, fine grained, well End Cop <br /> 15 sorted, loose, slight odor, so uroted <br /> 37 <br /> 1315 67 8.6 26 <br /> 27 <br /> 28 <br /> 1 29 <br /> a <br /> 30 <br /> c C/`� p 000 Reviewed By. Date: <br /> S E C O l t Revised B)r Date: Page L of 2 <br />