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B O-R I K G L 0 G
<br /> Projoct Na. Boring 6 casing Diameter Logged
<br /> KEI-P91-0202 grr -r_..- 211 �__ --._- --- --
<br /> Well Covcr Elevation Date Drilled
<br /> project Vamp Unocal 8/27/91
<br /> Lodi, E. Kettleman Ln ��._ ---- -
<br /> - �~ company
<br /> Drilling Eloilow-stem Drilling Q y
<br /> Boring No. at
<br /> Method Auger West 1 rn
<br /> MW 3 _ _ _—�---
<br /> �— � strati-G. W. Depth Description
<br /> blows/6" level (feet) graphy
<br /> samples USC9
<br /> Silty sand, as above-
<br /> Sm --
<br /> y Sandy silt, sand is coarse- tofifri -
<br /> ML grained, hard, weakly cemented,
<br /> 22/50 able, slightly moist, dark yellowish
<br /> brown. ---
<br /> Sp poorly graded sand, fine- to very
<br /> fine-grained, with tracesilt above
<br /> 12/32./45 75 24.5' , dense to very ,
<br /> olive.
<br /> Poorly graded sand, medium-grained,
<br /> dense, moist, grayish brown.
<br /> 15/17/21Poorly graded sand, as above, except
<br /> olive brown, c=oarse-grained sand
<br /> content increases with depth.
<br /> Poorly graded sand, as above, grayish
<br /> 10/26/28 30 brown.
<br /> I
<br /> FSilt, with sand, trace clay, very
<br /> stiff moist olive brown.
<br /> 8/17/,47 ML Silty sand, coarse- to fine-grained,
<br /> SM very dense, moist, olive brown.
<br /> "Interbe ed poar`�graaec and w-
<br /> gra ded sand; poorly graded sand is
<br /> SW fine-grained, grayish brawn; well
<br /> 21/32/47 3, SP graded sand is yellowish brown, y
<br /> dense moist. moist olive
<br /> ML Silt, with clay, hard, r
<br /> - brown, with iron oxide staining.
<br /> f Silt, with fine-grained sand, very
<br /> 10/18/28 _ _-_ stiff to hard, moist, olive.
<br /> Clayey silt, trace sand, very stiff,
<br /> -- _- very moist, olive brown, with heavy
<br /> iron oxide staining, common vertical
<br /> - fissures, dense, moist, grayish
<br /> 8/12/24 40 "_-_ -: brown.
<br /> page 2 of 5
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