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Protect RANCH MARKET I Protect No 077 42006 003 Log of Boring/Monitoring Well <br /> Boring Location 23564 S SANTA FE ROAD, RIVERBANK, CA Drawn By T Z 2 <br /> Subcontractor and Equipment FISCH GEOPROBE logged By D S �rp- <br /> Sampling Method PUSH Monitoring Device PID Comments <br /> AskStart Date/rime 7/17/00 Finish nate/Time <br /> First Water (bgs) —26' Stabilized Water Level (bgs) —25 4' <br /> Surface Elevation NA Top Casing Elevation NA Baring Abandonment <br /> = o EWell Construction Details <br /> CL q <br /> LITHOLOGIC DESCRIPTION <br /> E # s o <br /> (color, gram size, consistency, moisture, other) <br /> _o p <br /> Q U � <br /> Q <br /> Topsoil upper 3" <br /> w 1 <br /> C7 <br /> < 2 <br /> SILT (ML) <br /> 3 <br /> = 4 <br /> S SILT (ML) (75Y-4/3) BROWN, low plasticity, <br /> GP-205' 13 6 slaw dilotancy, firm, deep, no odor/discoloration Backfilled <br /> (0,5,90,5) with Cement <br /> 7 Grout <br /> 8 <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 (10.80,10'0) <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 <br /> Some as above, slight fuel odor <br /> GP-2020 30 20 <br /> 21 <br /> 22 <br /> C4 23 <br /> 24 <br /> GP-2025 15 25 SILT (ML) (7 5YR-5/3) BROWN, low plasticity, <br /> 26 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 /> LGP- .1 62screen stayed close 62 <br /> � 30 <br /> Reviewed By Date 5�� <br /> SECOR Revised By Date Poge-J—of-2- <br />