Site Analysis Nift Panchkula
Site Analysis Nift Panchkula
Site Analysis Nift Panchkula
FASHION TECHNOLOGY -
PANCHKULA 1
GOLF
Nh 73
•
•
The site is an illegal dumping ground at
present.
The site comes under institutional and
recreational area .
2
COAST • It lies in extended panchkula city between
NIFT PANCHKULA nh22 and nh73 just beside ghaggra river.
SITE • The connectivity of the site from nh22 is via
Nh 22 bridge.
bridge
SITE TOPOGRAPHY
CLIMATE
• PANCHKULA EXPERIENCES A
SUBTROPICAL CONTINENTAL MONSOON
CLIMATE .
• Av. Annual rainfall – 62.5 mm
• Av temperature
summer – 30 – 39 degree
winter – minimum - -1 – 5
maximum – 5 – 14
• Av Humidity 62%
SOMYA SINGH B.ARCH 8th SEM
SITE ANALYSIS 0233AR111037 H. C. A. T. P.
VEGETATION WATER AVAILABILITY
• The district has practically no A good network of canals is providing irrigation facilities
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forest except grown by the both underground water level is not relatively high. Tube well irrigation is
sides of roads and canals by govt. also common in the district. It is one of the prosperous districts from
departments. However, total area agricultural point of view.
under forest in the district is 384
sq. km. which is about 42.76% of
the total geographical area (898 MINERAL AVAILABILTY
Sq. Kms.) of the
Minerals play an important role in development of
industries in area. District Panchkula is rich in respect of
Mineral resources. Sand, Bajri, Stone and loamiest are the
main mineral available in the district. Ghagar is the only
river passes through the district. There is crushing zone
having approx. 50 crushers namely “Burj Kotian” near
Chandimandir. These stone crushers are supplying building
materials to Delhi, Punjab Chandigarh and Panchkula.
SOIL CONDITION
SLOPE
Generally the slope of the district is Due to the presence of the river
from north east to south west and in ghaggar the terrain contains
this direction, most of the light loamy soil which makes it
suitable for construction
rivers/streams rainfed torrents flow
because of its high bearing
down and spread much gravel and capacity and low infiltration and
pebbles in their beds. Only the SIRSA permeability ratio
RIVER, In kalka Tehsil, flows towards
northwest. The site is mostly flat land SOMYA SINGH B.ARCH 8th SEM
SITE ANALYSIS 0233AR111037 H. C. A. T. P.
KEY DISTANCES
• CHANDIGARH RAILWAY STATION 8.2 KM-
17MINUTES VIA NH73
•
•
CHANDIGARH AIRPORT 11.6 KM-19 MINUTES
VIA NH22
CHANDIGARH BUS STAND 16.1 KM- 30
MINUTES
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TRAFFIC MOVEMENT
Due to the presence of 2 major national
highways nh22 and nh73 and an industrial
SITE sector nearby the area has a heavy traffic
flow, having more number of commercial
vehicles like trucks, busses etc.
NEARBY CITIES
Zirakpur 8.8 km
• CHANDIGARH
METROPOLITAN AREA 12 KM Dera Bassi 9 km
GOLF COURSE - 1 KM NADA SAHIB GURUDWARA 1.1KM
Panchkula 10 km
Mohali / SAS Nagar 24 km
Kharar 26 km
Ambala 32 km
Shahabad Markanda 56 km
Yamunanagar-Jagadhri 63 km
Jagadhri 65 km
•
Level 2 is the maximum height in the given site area where water tanks and other motor generated services
can be placed.
The slope of the side is towards the main road which is 9 m wide. Sanitary lines moves along the road side.
Placing of
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The septic
tank
connection 9 m wide road
from this
area will be
beneficial NORTH
for easy
flow of
waste. Flat
Highest land
• There are 2 Point 2 m up
roads for
the approach
to the site.
• On the left
of the main
road river
ghaggar is
moving which
makes the Natural slope
natural
River
slope ghaggar
towards
itself.
• Also beside
the river is
panchkula
golf course
which makes
the view
Proposed
more
hospital
appealing