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Project RANCH MARKET I Protect No 077 42006 003 Log of Boring/Monitoring Well <br /> Boring Location 23564 S SANTA FE ROAD, RIVERBANK, CA Drown By T Z [gip <br /> Subcontractor and Equipment FISCH GEOPROBE Logged By D S ` rr� <br />' Sampling Method PUSH Monitoring Device PID Comments <br /> tart Dote/Time 7 17 OO Finish Date/Time <br /> First Water (bgs) -26' Stabilized Water Level (bgs) -25 4' <br /> Surface Elevation NA Top Casing Elevation NA Boring Abandonment/ <br /> z o E Well Construction Details <br />' LITHOLOGIC DESCRIPTION <br /> a N <br /> CL <br /> CL " La (color, groin size, consistency, moisture, other) <br /> 0 0 <br /> no d ai v CVr7 0 <br /> to m a o ac � 3 <br /> D <br /> Topsoil upper 3" <br /> w 1 <br /> C7 <br /> Q 2 <br />' SILT (ML) <br /> 0 3 <br /> z <br /> = 4 <br />' S SILT (ML) (75Y-4/3) BROWN, low plasticity, <br /> GP-205' 13 8 slow dilatancy, firm, deep, no odor/discoloration <br /> Backfilled <br /> (0,5,90,5) with Cement <br /> 7 Grout <br /> B <br /> 9 SAND (SC) (10YR-5/4) YELLOWISH BROWN, <br /> GP-2010' 05 10 poorly graded, fine to medium grained, trace <br /> gravels to 025", damp, no odor/discoloration <br /> 11 (10,$0,10,0) <br /> 12 <br /> 13 <br />' 14 CLAY (CL) (10YR-4/3) BROWN, high plasticity, <br /> GP-201V 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 /> 23 <br /> 24 <br /> GP-2025 15 25 SILT (ML) (7 5YR-5/3) BROWN, low plasticity, <br /> 26 VT slow dilatancy, firm, wet to saturated at 26 , <br /> T slight discoloration (0,5,75,20) <br /> 27 <br /> 28 <br /> 29 Attempted GW sample 26-30' bgs - no water, <br /> c' cP-2030 $2 30 <br /> screen stayed close <br /> Reviewed By Date 5�� <br /> SECOR Revised By Date Page-l-of.- <br />