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Project RANCH MARKET Project No 077 42006 003 Log of Boring/Monitonng Well <br /> Boring Location 23569 S SANTA FE ROAD, RIVERBANK, CA Drawn By T Z GP-3 <br /> Subcontractor and Equipment GEOPROBE FISCH Logged By D S <br /> Sampling Method PUSH Monitoring Device PID Comments <br /> AOL Start Date/Time 7/17/00//0900 Finish Date/Time 7 17 00 1100 <br /> First Water (bgs) X28' Stabilized Water Level (bgs) —27 9' <br /> _ Surface Elevation NA Top Casing Elevation NA Oaring Abandonment/ <br /> E <br /> g d a LITHOLOGIC DESCRIPTION Well Construction Details <br /> # a c ; (color, grain size, consistency, moisture, other) <br /> a p <br /> cn iv a� v � N7 3 <br /> D <br /> Topsoil upper 3" <br /> UJ 1 <br /> 2 - <br /> 0 <br /> a SILT (ML) <br /> 3 <br /> Q <br /> = 4 <br /> 5 SILT (ML) (7 5YR-4/3) BROWN, low plasticity, <br /> GP-305' 55 6 slow dilatancy, firm, damp, no odor/discoloration Backfilled <br /> (0,5,85,10) with Cement <br /> 7 Grout <br /> $ (Poor recovery—no sample collected 010' bgs) <br /> 9 SAND with gravel (SC) (10YR-5/4) YELLOWISH <br /> GP-3010 25 10 BROWN, poorly graded, moderately sorted, fine to <br /> medium grained sands, gravels to 1", no <br /> 11 cementation, damp, no odor/discoloration <br /> (20,75,5,0) <br /> 12 <br /> 13 <br /> 14 CLAY (CL) (10YR-4/3) BROWN, medium to <br /> G13-3015' 75 15 high plasticity, firm, tough, damp, no odor/ <br /> discoloration (0,0,20,80) <br /> 16 <br /> 17 <br /> 18 <br /> t9 CLAY (CL) with silt as above with more silt, <br /> a 20 <br /> medium plasticity 0,0,40,60) <br /> GP-30211 a <br /> 21- <br /> 22- <br /> 23- <br /> 24 <br /> 1222324 ' ` SAND (SP) (10YR-4/3) BROWN, poorly graded, <br /> 25 fine to medium grained, subangular, moist, <br /> 2i GP-3025 20 no odor/discoloration (5,80,15,0) <br /> 26 t <br /> T <br /> 27 <br /> 28 <br /> 29 Some as above, saturated <br /> cP-3030 <br /> 25 30 <br /> a <br /> Reviewed By � Dote Q <br /> SECOR Revised By Date Page�o(� <br />