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Project RANCH MARKET Project No 077 42006 003 Log of Boring/Monitoring well <br /> Boring Location 23569 S SANTA FE ROAD, RIVERBANK, CA Drawn By T Z GP-3 <br /> Subcontractor and Equipment GEOPROBE FISCH I Logged By D S <br /> Sampling Method PUSH Monitoring Device PID Comments <br /> Wort Dote/Tlme 7/17/00//0900 Finish Date/Time 7 17 QQ 11 QQ <br /> First Water (bgs) —28' Stabilized Water Level (bgs) —27 9' <br /> -13 <br /> Surface Elevation NA Tog Casing Elevation NA Boring Abandonment/ <br /> E o <br /> ELITHOLOGiC DESCRIPTION Well Construction Details <br /> CL v <br /> # n u `v (color, groin size, consistency moisture other) <br /> U) m a d cr a 0 <br /> 0- <br /> Of Topsoil upper 3" <br /> U 1 <br /> c.� <br /> < 2 <br /> a SILT (ML) <br /> O 3 <br /> Z <br /> a <br /> = 4 <br /> 5 SILT (ML) (7 5YR-4/3) BROWN, low plasticity. <br /> GP-305 55 6 slow dilotancy, firm, damp, no odor/discolorotion Backfilled <br /> (0,5,85,10) with Cement <br /> 7 Grout <br /> 8 (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 I", no <br /> 11 cementation, damp, no odor/discoloration <br /> (20,75,5,0) <br /> 12- <br /> 13- <br /> 14— <br /> 21314 CLAY (CL) (10YR--4/3) BROWN, medium to <br /> GP-3015' 75 15 high plasticity, firm, tough, damp, no odor/ <br /> discoloration (0,0.20,80) <br /> 16- <br /> 17- <br /> 19— <br /> 61719 CLAY (CL) with silt, as above with more spit, <br /> 20 medium plasticity (0,0,40,60) <br /> GP-302x' 110 <br /> 21 <br /> 22 <br /> 23 <br /> 8 ` <br /> 24 SAND (SP) (10YR-4/3) BROWN, poorly graded, <br /> 25 fine to medium grained, subangular, moist, <br /> GP-3025 20 no odor/discoloration (5,80,15,0) <br /> 26 <br /> o <br /> 27 <br /> 28— <br /> 29 <br /> 4:5GP-3030 25 Some os above, saturated <br /> a <br /> 30 <br /> Reviewed By Dote e <br /> SECOR Revised By Date Page 1 of—L <br />