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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 />

PHYSIOGRAPHY<br />

ELEVATION<br />

(in metres)<br />

Above 600<br />

450 - 600<br />

300 - 450<br />

150 - 300<br />

100 - 150<br />

50 - 100<br />

10 - 50<br />

Below 10<br />

Sea<br />

SLOPE<br />

(in metres per<br />

km)<br />

More than 600<br />

300 - 600<br />

150 - 300<br />

80 - 150<br />

<strong>4.</strong>3.2 Geology<br />

Buffer Zone (Upto 15 km<br />

from corridor)<br />

Project Corridor<br />

Taluka boundry<br />

20 - 80<br />

10 - 20<br />

Porbandar<br />

Less than 10<br />

Ranavav<br />

Arabian Sea<br />

5 0 5 10 15<br />

Kilometre<br />

VOLUME III:<br />

ENVIRONMENTAL IMPACT ASSESSMENT<br />

Upleta<br />

Manavadar Vanthli<br />

Mangrol<br />

Jam Kandorna<br />

chorwad<br />

Dhoraji<br />

Junagarh<br />

Maliya<br />

Jetpur<br />

Somnath<br />

Figure 4-1: Physiography <strong>of</strong> <strong>the</strong> Project Area<br />

Malia<br />

Miyana<br />

Padadhari<br />

Wankaner<br />

Rajkot<br />

Lodhika<br />

Kotda Sangani<br />

The project region in <strong>the</strong> Rajkot district falls in Bhadar River Plain. The geological structure <strong>of</strong> this<br />

region is composed <strong>of</strong> Deccan Trap and Trap Dykes. The geological structure <strong>of</strong> Junagadh<br />

district consists mainly <strong>of</strong> Alluvium, blown sand in <strong>the</strong> Junagadh Coastal Plain. Small tracts <strong>of</strong><br />

Dwarka beds, Nari and Gaj Series, Sub-Nummulitic Beds, Deccan Trap and Inter-Trappean Beds<br />

are also observed in this region. It has Oethids-Aquepts and Or<strong>the</strong>nts-Ochrepts types <strong>of</strong> soil<br />

cover.<br />

Talala<br />

Morbi<br />

Gondal<br />

Una<br />

Jasdan<br />

4-3

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