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4. description of the environment - Gujarat Pollution Control Board

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Final Feasibility Report<br />

Preparation <strong>of</strong> Feasibility– cum-Preliminary Design for 4/6 Laning<br />

<strong>of</strong> Jetpur-Somnath section <strong>of</strong> NH 8D, Package No:<br />

NHAI/DBFOII/DPR/02<br />

Monitoring<br />

Location &<br />

Code<br />

Chainage<br />

(km)<br />

T-Junction 126 + 700<br />

NAAQ Norms*<br />

(8/24 hourly<br />

Mean)<br />

Location<br />

Reference<br />

At T Junction<br />

near Somnath<br />

where <strong>the</strong> road<br />

on RHS goes to<br />

Somnath and on<br />

LHS goes to<br />

Bhavnagar*<br />

Area<br />

Category<br />

Residential<br />

& Rural<br />

VOLUME III:<br />

ENVIRONMENTAL IMPACT ASSESSMENT<br />

Pollutant Concentration (μg/m3)<br />

24 hourly mean values<br />

RSPM TSPM SO2 NO2 HC CO<br />

147.26 27<strong>4.</strong>92 12.24 15.72 Nil 1335<br />

150 500 120 120<br />

The TSPM range is 230.00μg/Nm 3 to 399.00 μg/Nm 3 . The total particulate concentration at 50%<br />

<strong>of</strong> location is less than 288 μg/Nm 3 . The higher concentration <strong>of</strong> TSPM at some locations is due<br />

to higher concentration <strong>of</strong> RSPM in <strong>the</strong> ambient. In most <strong>of</strong> <strong>the</strong> samples, RSPM is 50% higher<br />

than <strong>the</strong> prescribed standard. All gaseous pollutants viz. SO2, NO2, HC and CO are well within<br />

<strong>the</strong> prescribed limit.<br />

<strong>4.</strong>5 WATER ENVIRONMENT<br />

Surface Water: The project region falls in Rajkot<br />

and Junagadh district. Junagadh district is<br />

prosperous in water on account <strong>of</strong> rivers, reservoirs<br />

and lakes. The principal rivers <strong>of</strong> <strong>the</strong> district falling<br />

along <strong>the</strong> project region are Uben, Ojat, Hiren,<br />

Meghal and Raval. The slope <strong>of</strong> <strong>the</strong> district is<br />

towards south. The rivers that cross <strong>the</strong> project<br />

road are– Uben river at Ch 14/200, Lol river at Ch<br />

29/200, Sonrakh river at Ch 30/800, Kalve river at<br />

Ch 35/000, Vali river at Ch 47/000, Ozat river at Ch<br />

48/000, Badodari river at Ch 61/100, Meghal river at<br />

Devka River Crossing <strong>the</strong> Project Road<br />

Ch 102/000 and Devka river at Ch 117/000. All <strong>the</strong> rivers are non perennial, rainfed. The rivers<br />

are used for washing and cleaning. The hydrology <strong>of</strong> <strong>the</strong> project area is depicted in Figure 4-8.<br />

Ground Water: As per <strong>the</strong> discussion with <strong>the</strong> <strong>of</strong>ficials <strong>of</strong> <strong>Gujarat</strong> <strong>Pollution</strong> <strong>Control</strong> <strong>Board</strong>, <strong>the</strong><br />

talukas falling in <strong>the</strong> project <strong>of</strong> both Rajkot and Junagadh districts are in Grey zone (restricted<br />

zone). This categorization is attributed to <strong>the</strong> level <strong>of</strong> extraction <strong>of</strong> ground water against<br />

increased domestic, industrial and irrigation requirements. The extraction is higher in <strong>the</strong> region<br />

<strong>of</strong> Saurashtra.<br />

In <strong>the</strong> year 2002, both <strong>the</strong> districts were categorised as Grey zone and <strong>the</strong> availability <strong>of</strong> <strong>the</strong><br />

ground water along <strong>the</strong> corridor varied between from 5 to 20 m below ground level (bgl) during<br />

pre-monsoon (May 2002), while during post monsoon (November 2002) it has varied from less<br />

than 5 to 10 m bgl . Ground water depth mostly depends on aquifer geology, geomorphology and<br />

4-12

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