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Pro1ect RANCH MARKET Project No 077 42006 003 Log of Boring/Monitoring Wen <br /> Boring Location 23564 S SANTA FE ROAD, RIVERBANK, CA Drawn By T Z <br /> GP-2 <br /> Subcontractor and Equipment FISCH GEOPROBE Logged By D S <br /> Sampling Method PUSH Monitoring Device PID Comments <br /> art Dote/Time 7/17/00 Finish Date/Time <br /> First Water (bgs) —26' Stabilized Water Level (bgs) -25 4' <br /> Surface Elevation NA Top Casing Elevation NA Boring Abondonment/ <br /> L J Well Construction Details <br /> s <br /> LITHOLOGIC DESCRIPTION <br /> E w a 0 (color, gram size, consistency moisture, other) <br /> o w u [/1 0 <br /> of m ez Q it Z 3 <br /> Topsoil upper 3" <br /> LLI 1 <br /> 2 <br /> SILT (ML) <br /> inz <br /> 3 <br /> a <br /> = 4 <br /> 5 SILT (ML) (7 5Y-4/3) BROWN, low plasticity, <br /> GP-205' 13 g slow dilatancy, firm, deep, no odor/discolorotion <br /> Backfilled <br /> (0,5.90,5) with Cement <br /> 7 Grout <br /> 8- <br /> 9 SAND (SC) (10YR-5/4) YELLOWISH BROWN, <br /> GP-201V 05 10 poorly graded, fine to medium grained, trace <br /> grovels to 025", damp, no odor/discoloration <br /> 1 i (10.80,10'0) <br /> 12- <br /> 13 <br /> 14 CLAY (CL) (10YR-4/3) BROWN, high plasticity, <br /> GP-2015' 22 15 firm, tough, damp, no odor/discoloration <br /> (0,0,20,80) <br /> 16 <br /> 17 <br /> 18 <br /> 19 Some as above, slight fuel odor <br /> GP-2020 30 20 <br /> 21 <br /> 22 <br /> i <br /> 23 <br /> 24 <br /> Zi GP-2025 1 5 25 SILT slow dM ata{c SYfRirm/w)e BROWN, <br /> saturated plasticity,at 26 , <br /> 26 y, <br /> T slight discoloration (0,5,75,20) <br /> 27- <br /> 28- <br /> 29 <br /> 72829 Attempted GW sample 26-30' bgs — no water, <br /> GP-2030 6 2 screen stayed closed <br /> 30 <br /> Reviewed By Y" Date ✓ �U <br /> S EC OR Revised By ' Date Page-Lot-2- of-2— <br />