EIA Studies of 3 Pre-Identified Hazardous Waste Disposal Sites in ...
EIA Studies of 3 Pre-Identified Hazardous Waste Disposal Sites in ... EIA Studies of 3 Pre-Identified Hazardous Waste Disposal Sites in ...
Rapid EIA Studies of 3 Pre-identified Hazardous Waste Disposal Sites in NCT - Delhi: Page No.58 The surface water quality has been defined for five designated best uses by Ministry of Environment & Forest under 'The Environment (Protection) Rules, 1986' (Refer Annex III). The above mentioned surface water qualities (around the proposed sites) have been compared with the standards. The summary of which is given below: Site I & Site IV: The quality of surface water bodies were compared with the standards of surface water quality (Class SW-II, Refer Annex III). Except for Bawana distributory all comply with the standard of BOD of 3 ppm . The proposed site I & IV falls in the ground water recharge zone of Western Yamuna canal. Around the proposed site I, the surface water quality results does not indicate any organic or inorganic pollution at present as can be seen from table 4.2. These surface water bodies play an important role in ground water flow and quality as they fall within the groundwater recharge zone. Site II The only canal flowing within 5 Km radius from the proposed site is Delhi distributory (Western Yamuna canal) which shows no organic or inorganic pollution. The others include Bhalswa lake which is used for recreational purpose complies with the standards for Class SW-III (refer Annex III). The drains viz, Najafgarh and supplementary drain indicates presence of organic pollution. Site III It is seen from the table 4.4 that organic load in terms of BOD in Najafgarh drain is increasing from the site at Ghumman Hera to village Jhatikara and the same has reduced at Wazirpur. High Fluoride content found at several locations. The reason for high flouride content is due to the minerals found in NCT - Delhi. Impact of major drains falling in the river Yamuna on the river water quality The reason for deterioration of water quality of river Yamuna is largely due to the discharge of industrial and domestic wastewater through 16 drains meeting Yamuna at different locations. The river is blocked at Wazirabad for maintaining water level and to abstract raw water for water supply. Thus during lean period, the flow is mainly the flow from the drains. 4.3.3 Hydro-geological Situation at Proposed Sites (Source: Comments received from CGWB on Proposed sites) Around Site I (Bawana Industry relocation site and its surrounding) The area is covered by a thin layer of newer alluvium Yamuna sand that is in-turn underlain by older alluvium. The area falls at the borderline where newer alluvium merges with older alluvium. Thickness of alluvium is approximately 300m. Newer Environment Division, National Productivity Council, New Delhi 4
Rapid EIA Studies of 3 Pre-identified Hazardous Waste Disposal Sites in NCT - Delhi: Page No.59 alluvial deposits are grey coloured sands containing minor proportions of fines i.e. silt and clay. These deposits are generally characterised by the absence of kankar. Newer alluvium at some places consists of coarse gravel which is irregular and poorly sorted in nature. The older alluvium consists of inter-bedded, lenticular and inter fingering deposits of clay, silt and sand ranging in size from very fine to medium textured. Kankar which is generally hard, compact and irregular occurs mixed with almost all these deposits. Older alluvium is predominantly clayey in nature. Sub-surface Geology There are possibilities of fresh groundwater aquifers in this area as per Central Ground Water Board's findings. Sand, medium to coarse grained, admixed with varying proportions of Kankar horizons dominates at shallow depths in and act as moderately potential aquifer zones. These sand horizons of varying thickness from 3 to 15 m are predominant upto a depth of about 70 to 75 m at Bawana, 112 m at sanoth and up to 88 m in Barwala. Thin clay layers of about 5 to 10 m thick separate these sand bodies. At Putkhurd the sand horizons of 5 to 10 m thick are separated by clay layers of about 3 to 15 m thick. At Holambi kalan the sand bodies of about 5 to 20 m thick up to a depth of 86 m are separated by clay layer of about 5 to 7 m thick. The clay horizons are invariably present after 80 to 112 m and seems to persists to considerable depth. The sub-surface geology across the section of Sanoth to Khera Kalan shows that newer alluvium is present in southern part with depth ranging up to 20 m at Khera Kalan. At Sanoth, the older alluvium consisting of silty sand mixed with kankar is present up to a depth of 84 m and at Khersa kalan it is up to a depth of 70 m. Below this horizon, alluvium is predominantly clayey mixed with kankar and minor silt is present. Five to six intercalations of silty sand mixed with kankar horizons are present as lenses within the clayey horizons. Thickness of these lenses is 5-7 m. Around Site II: Wazirpur CETP site Wazirpur Industrial area is occupied by Quaternary Alluvium underlain by the Alwar Quartzites of Delhi System. Thickness of alluvium is more than 300 m in this part of Delhi. Alluvium consists of predominantly silt and kankar mixed with minor amounts of clay. Silt mixed with kankar that acts as very good aquifer system in the area usually extends in-between the depth of 25 to 30 m. Good aquifer system extending from 40 to 50 m depth consists of predominantly kankar with minor silt is present in the area. Around Site III: Guman Hera CETP site The area is underlain by older alluvium mainly consists of unconsolidated, inter bedded sand, clay and silt mixed with varying proportions of gravel and kankar. The top horizon is predominantly sandy silt mixed with kankar extends down to a depth of 30m. This layer is followed by predominantly clay layer at deeper levels. Thin granular zones consisting of silt and kankar are also present with in the clay layer extending from 30 to 50 m depth. Thickness of these granular zones are increasing towards Najafgarh drain. Ground water occurs as unconfined condition in sandy silt horizon which are potential aquifers in the area. Environment Division, National Productivity Council, New Delhi 4
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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.58<br />
The surface water quality has been def<strong>in</strong>ed for five designated best uses by M<strong>in</strong>istry<br />
<strong>of</strong> Environment & Forest under 'The Environment (Protection) Rules, 1986' (Refer<br />
Annex III). The above mentioned surface water qualities (around the proposed sites)<br />
have been compared with the standards. The summary <strong>of</strong> which is given below:<br />
Site I & Site IV:<br />
The quality <strong>of</strong> surface water bodies were compared with the standards <strong>of</strong> surface<br />
water quality (Class SW-II, Refer Annex III). Except for Bawana distributory all<br />
comply with the standard <strong>of</strong> BOD <strong>of</strong> 3 ppm .<br />
The proposed site I & IV falls <strong>in</strong> the ground water recharge zone <strong>of</strong> Western Yamuna<br />
canal. Around the proposed site I, the surface water quality results does not <strong>in</strong>dicate<br />
any organic or <strong>in</strong>organic pollution at present as can be seen from table 4.2. These<br />
surface water bodies play an important role <strong>in</strong> ground water flow and quality as they<br />
fall with<strong>in</strong> the groundwater recharge zone.<br />
Site II<br />
The only canal flow<strong>in</strong>g with<strong>in</strong> 5 Km radius from the proposed site is Delhi distributory<br />
(Western Yamuna canal) which shows no organic or <strong>in</strong>organic pollution. The others<br />
<strong>in</strong>clude Bhalswa lake which is used for recreational purpose complies with the<br />
standards for Class SW-III (refer Annex III). The dra<strong>in</strong>s viz, Najafgarh and<br />
supplementary dra<strong>in</strong> <strong>in</strong>dicates presence <strong>of</strong> organic pollution.<br />
Site III<br />
It is seen from the table 4.4 that organic load <strong>in</strong> terms <strong>of</strong> BOD <strong>in</strong> Najafgarh dra<strong>in</strong> is<br />
<strong>in</strong>creas<strong>in</strong>g from the site at Ghumman Hera to village Jhatikara and the same has<br />
reduced at Wazirpur.<br />
High Fluoride content found at several locations. The reason for high flouride content<br />
is due to the m<strong>in</strong>erals found <strong>in</strong> NCT - Delhi.<br />
Impact <strong>of</strong> major dra<strong>in</strong>s fall<strong>in</strong>g <strong>in</strong> the river Yamuna on the river water quality<br />
The reason for deterioration <strong>of</strong> water quality <strong>of</strong> river Yamuna is largely due to the<br />
discharge <strong>of</strong> <strong>in</strong>dustrial and domestic wastewater through 16 dra<strong>in</strong>s meet<strong>in</strong>g Yamuna<br />
at different locations. The river is blocked at Wazirabad for ma<strong>in</strong>ta<strong>in</strong><strong>in</strong>g water level<br />
and to abstract raw water for water supply. Thus dur<strong>in</strong>g lean period, the flow is<br />
ma<strong>in</strong>ly the flow from the dra<strong>in</strong>s.<br />
4.3.3 Hydro-geological Situation at Proposed <strong>Sites</strong><br />
(Source: Comments received from CGWB on Proposed sites)<br />
Around Site I (Bawana Industry relocation site and its surround<strong>in</strong>g)<br />
The area is covered by a th<strong>in</strong> layer <strong>of</strong> newer alluvium Yamuna sand that is <strong>in</strong>-turn<br />
underla<strong>in</strong> by older alluvium. The area falls at the borderl<strong>in</strong>e where newer alluvium<br />
merges with older alluvium. Thickness <strong>of</strong> alluvium is approximately 300m. Newer<br />
Environment Division, National Productivity Council, New Delhi<br />
4