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EIA Studies of 3 Pre-Identified Hazardous Waste Disposal Sites in ...

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Rapid <strong>EIA</strong> <strong>Studies</strong> <strong>of</strong> 3 <strong>Pre</strong>-identified <strong>Hazardous</strong> <strong>Waste</strong> <strong>Disposal</strong> <strong>Sites</strong> <strong>in</strong> NCT - Delhi:<br />

Page No.87<br />

Table 4.14: Geo-technical Investigation Results at the Proposed Site Located near Wazirpur CETP<br />

Depth Soil<br />

Classification<br />

(I.S)<br />

Gra<strong>in</strong> size analysis<br />

Consistency Limits<br />

Gravel<br />

%<br />

Sand<br />

%<br />

Silty % Clay % Liquid Limit Plastic Limit Plasticity<br />

<strong>in</strong>dex<br />

Coefficient <strong>of</strong><br />

Permeability,<br />

cm/sec<br />

G.L Clayey Silt <strong>of</strong><br />

0 - - - - - - - -<br />

Medium Plasticity<br />

1.00 (CI)<br />

2.50<br />

7 7 69 17 35 22 13 8.3 x 10 -7<br />

2.50 0 22 78 0 Non Plastic 1.8 x 10 -4<br />

3.50<br />

Sandy Silt (ML)<br />

4.00 2 7 83 8 32 21 11 2.6 x 10 -6<br />

5.5 Clayey Silt <strong>of</strong> low<br />

Plasticity (CL)<br />

7 9.30 1 17 74 8 29 20 9 3.2 x 10 -6<br />

8.5<br />

Sandy Silt <strong>of</strong> low<br />

Plasticity (CL)<br />

10.00 - - - - - - - -<br />

10.00 0 1 84 15 38 23 15 7.1 x 10 -7<br />

11.50 - - - - - - - -<br />

13.00<br />

Clayey Silt <strong>of</strong><br />

0 3 66 31 48 26 22 3.4 x 10 -7<br />

14.5 Medium plasticity<br />

- - - - - - - -<br />

(CI)<br />

16.00 15.90 - - - - - - - -<br />

17.50 0 30 66 4 23 18 5 6.2 x 10 -5<br />

19.00 Sandy Silt <strong>of</strong> low<br />

18.50 4 1 69 26 43 25 18 5.5 x 10 -7<br />

Plasticity (ML-CL)<br />

19.0<br />

20.00<br />

- - - - - - - -<br />

Clayey Silt <strong>of</strong><br />

Medium Plasticity<br />

20.40 (CI)<br />

20.40<br />

Environment Division, National Productivity Council, New Delhi

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