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Boring Lo <br /> i <br /> SMTHPROJE.0 l No. <br /> 7 NVIRONWE.T_T; i7 O R I ISI G No. SO I <br /> t `W`✓j LOGGED SY 'lq- '`'1=❑IS0N <br /> L <br /> PRO.;ECT NAME: GLOVER PROPERTY <br /> L <br /> BORING LOCATION: 7675 W. 11TH STREET. TRACY. C-1Lrr0Rl\lra SURFAC= ELEV: <br /> ORI!LER: VIRONEX: CHUCK �. CA TE <br /> STARTED: 9/2 /96 DATE !SHED: 9/2'L!/96 <br /> SAMPLE BLOW ;I v ! <br /> I RECD < WC Ou s SOIL DESCRIPTION <br /> COUNT i O <br /> V Q O >- CL <br /> 0 No.TYPEI INTERVAL O. 16' 12' U a w w <br /> (in)' (96) (tsf) ❑ AND REMARKS � <br /> a FROM TO 16' 12' 18' <br /> 0.0 4.0 r Asphalt - 2 inches <br /> ;! <br /> + S11_ Y CLAY, 100% fines, dark <br /> yellcwish brown (10YR4/2) moist, low to <br /> CL medium plasticity, <br /> 1 5.0 6.0 5{ OVM=10.1 ppm <br /> 2 6.0 8.0 j SIL i Y CLAY, 90% fines, 10% fine to <br /> coarse well graded sand, olive gray <br /> 3 (�l of . <br /> I-c/ 8 (5Y4/1), moist, high plasticity. <br /> CL� OVM=564 ppm <br /> i 4 9.0 10.0 <br /> 1O 5 10.0 14;0. Wet at 8.0 <br /> �.; 6 , 11 SANDY CLAY, , approx 70°b fines, <br /> approx 30% fine to medium poorly <br /> • 1 graded sand, light olive brown (5Y5/6), <br /> SP • , wet. OVM=3.6 ppm k <br /> • ' SAND, 100% fine to medium poorly <br /> IS 7 15.0 16.0 , . graded sand, light olive brown (5Y5/6), <br /> r 8 • w 16 we.t.. <br /> LOVM=2.1 ppm <br /> I Bottom of Boring at 16.0 feet. <br /> 5�. <br /> GROUNDWATER PARAMETER <br /> 20 r MEASUREMENTS: <br /> C <br /> ` Temp ' C: 27.9 pH: 7.14 EC: 1.41 <br /> Redox: -56.1 (adjusted to temperature) <br /> Notes: <br /> 2 15 1. 564 ppm on PID attached to vapor <br /> J line.open at 6 feet bgs. <br /> _ 2.: 'dater drops in vapor line at 7 Teet. <br /> bgs-• <br /> 30 3. Depth to water in MW-1 was 7.i <br /> a e,t. <br /> 4. Sample Numbers identified as: <br /> 1 - S81 5.5 <br /> 1. 2 - 5816 <br /> 3 - S81-V <br /> a� ! 4 - 5819.5 <br /> JV _ 5 - 58110 <br /> ' 6 - S81GW <br /> 7 - S81 15.5 <br /> t4O- <br /> P-=c.e <br /> 8 - 58116 <br /> I of I } <br /> y .1 <br />