|
xrg-
<br /> B O R I N G L O G
<br /> project No. Boring & Casing Diameter 2" D.Lagged BY
<br /> KEl-P91•-0202
<br /> L.
<br /> Project Name Unocal Well Cover Elevation 8/27/gDate rilled
<br /> Lodi, E. Kettleman Ln
<br /> Boring No. Drilling Hollow-stem Drilling Company
<br /> MW3
<br /> Method Auger West Hazmat
<br /> Penetration G. W. Depth strati-
<br /> blows/6"
<br /> level (feet) gxaphY Description
<br /> Samples Uses
<br /> SM -"> Silty sand, as above.
<br /> - = - Sandy silt, sand is coarse- to fine-
<br /> 22 50 ML __ grained, hard, weakly cemented, wish
<br /> / able, slightly moist, dark yellowish
<br /> -- _- brown.
<br /> SP Poorly graded sand, fine- to very
<br /> 12/32/45 fine-grained, with trace silt above
<br /> 25 24,51 , dense to very dense, moist,
<br /> olive.
<br /> Poorly graded sand, medium-grained,
<br /> dense, moist, grayish brown.
<br /> 15/17/21 ; poorly graded sand, as above, except
<br /> olive brown, coarse-grained sand
<br /> content increases with depth.
<br /> 10/26/28 Poorly graded sand, as above, grayish
<br /> 30 brown.
<br /> -" Silt, with sand, trace clay, very
<br /> MI, - -- stiff, moist, olive brown. _
<br /> 8/17/47 _ -- -_ silty sand, coarse- tO fine-grained,
<br /> SM very dense, moist, olive brown.
<br /> �Interbe ded poor y gra a and well
<br /> graded sand; poorly graded sand is
<br /> well
<br /> 21/32/47 SW/ fine-grained, geellowishobrown, very
<br /> 35 Sy
<br /> P <•;:. : : graded sand is y
<br /> dense moist.
<br /> ML -- _=- Silt, with clay, hard, moist, olive
<br /> brown, with iron Oxide staining.
<br /> 1OJ18/28 Silt, with fine-grained sand, very
<br /> stiff to hard, moist, olive.
<br /> -T-= clayey silt, trace sand, very stiff,
<br /> _ ---= very moist, olive brown, with heavy
<br /> - --= iron oxide staining, common vertical
<br /> — _
<br /> _ --- , r.a tsh
<br /> fissures- dense.,..-..moss
<br /> 8/12/24 - -_-, brown.
<br /> 40 =_ -
<br /> -- - Page 2 of 5
<br />
|