Annexure-1...to Rajasthan-Gujarat Border near Sanchore (District-Jalore) in the state of Rajasthan...
Transcript of Annexure-1...to Rajasthan-Gujarat Border near Sanchore (District-Jalore) in the state of Rajasthan...
Annexure-1
Details of Packages for Amritsar to Jamnagar project corridor under Bharatmala Pariyojana
The total length of Amritsar to Jamnagar alignment is 1298.285 km out of which 761.985 km is green field notified by MoRTH, Gazette
notification No.-1655 dated 08 May, 2018. The details of packages under this corridor is summarised below.
S.No. Section name Alignment classification
Location Length (km)
MoRTH Notification
TOR status
EC status Forest Status Start End
1 Existing NH-54 with four lane configuration (Amritsar to Bathinda section)
Existing alignment (NH-54)
Amritsar, Existing CH. 0+000 Cumulative CH. 0+000
Bathinda, Existing CH. 196+200 Cumulative CH. 196+200
196.20 Existing NH-54
- - -
2 Existing NH-54 with two lane configuration which will is being upgraded to four lane configuration (Bathinda to Sangariya/ Chautala).
Existing alignment (NH-54)
Bathinda Existing CH. 0+000 Cumulative CH. 196+200
Sangariya/ Chautala Existing CH. 85+100 Cumulative CH. 281+300
85.10 Existing NH-54
- - -
3 Construction of 4/6 lane expressway from Chautala in Sirsa district in the state of Haryana to Rasiser in Bikaner district in the state of Rajasthan under Bharatmala Pariyojana. Length: 252.500 km Proposal No. IA/RJ/NCP/94430/2018] F. No. 10-53/2018-IA.III
Greenfield alignment (New NH-754K)
Sangariya/Chautala in Sirsa district in the state of Haryana Design CH. -0+300 Cumulative CH. 281+300
Rasiser village in Bikaner district in the state of Rajasthan Design CH. 252+500 Cumulative CH. 534+100
252.80 MoRTH, Gazette notification No.-1655 dated 08 May, 2018.
EAC committee in its 193
rd
meeting dated 26 July, 2018 granted TOR.
EAC committee in its 208
th
meeting dated 19 February, 2019 recommended the project for Environmental Clearance
Forest area- 72.8626 ha Forest divisions- Sirsa, Hanumangarh, Shri Ganganagar & Bikaner Proposal No.-
FP/HR/Road/38346/2019 & FP/RJ/Road/37034/2018
4 Construction of 4/6 lane road (NH-754K) from Rasiser, Bikaner (km 0.000) to Deogarh, Jodhpur (km 175.758) in the state of Rajasthan, part of Amritsar to Kandla Expressway under Bharatmala Pariyojana. Length: 175.785 km Proposal No. IA/RJ/NCP/94368/2019 F. No. 10-63/2018-IA.III
Greenfield alignment (New NH-754K)
Rasiser village, Bikaner District Design CH. 0+000 Cumulative CH. 534+100
Deogarh/ Dhadhaniya Sasan, Jodhpur district Design CH. 175+758 Cumulative CH. 709+888
175.758 MoRTH, Gazette notification No.-1655 dated 08 May, 2018.
EAC committee in its 195
th
meeting dated 31 August, 2018 granted TOR.
EAC committee in its 208
th
meeting dated 19 February, 2019 recommended the project for Environmental Clearance
-
5 Construction of 4/6-lane access control NH-754K from Dhadhaniya Sasan (District Jodhpur) to Rajasthan-Gujarat Border near Sanchore (District Jalore) in the state of Rajasthan. Length : 208.242 Proposal No. IA/RJ/NCP/94687/2018 F. No. 10-51/2018-IA.III
Greenfield alignment (New NH-754K)
Deogarh/ Dhadhaniya Sasan, Jodhpur district in the state of Rajasthan Design CH. -1+142 Cumulative CH. 709+888
Rajasthan-Gujarat Border near Sanchore, District Jalore in the state of Rajasthan Design CH.207+100 Cumulative CH. 918+100
208.242 MoRTH, Gazette notification No.-1655 dated 08 May, 2018.
EAC committee in its 193
rd
meeting dated 26 July, 2018 granted TOR.
EAC committee during 211
th
meeting held on 27th March, 2019, Deferred the project.
Forest area- 15.8902 ha Forest divisions- Jalore & Barmer Proposal No.- FP/RJ/ROAD/38738/2019
6 Development of new proposed National Highway NH-754K greenfield alignment
Greenfield alignment (New NH-754K)
Vantdau, Banaskantha district near Rajasthan-Gujarat
Ranmalpura in Patan district in the State of
125.185 MoRTH, Gazette notification No.-1655
EAC committee in its 206
th
meeting
Public hearing is under process
Forest area- 151.701 ha Forest divisions- Palanpur & Patan Proposal No.-
Sanchore - Santalpur section (Economic Corridor-3) starting from Vantdau in Banaskantha district to Ranmalpura in Patan district in the State of Gujarat. Length approx. 124.6 km Proposal No. IA/GJ/MIS/75732/2018 F. No. 10-60/2018-IA.III
Border Design CH. 4+888 Cumulative CH. 918+100
Gujarat Design CH. 130+073 Cumulative CH. 1043+285
dated 08 May, 2018.
dated 25 January, 2018 granted TOR.
FP/GJ/ROAD/34425/2018
7 Existing NH-27 with four lane configuration (Santalpur to Malia section)
Existing alignment (NH-27)
Ranmalpura in Patan district in the State of Gujarat Existing CH. 0+000 Cumulative CH. 1043+285
Malia in the state of Gujarat Existing CH. 124+000 Cumulative CH. 1167+285
124.00 Existing NH-27
- - -
8 Existing NH-151A (Malia to Jamnagar section )
Existing alignment (NH-151A)
Malia in the state of Gujarat Existing CH. 0+000 Cumulative CH. 1167+285
Jamnagar in the state of Gujarat Existing CH. 131+000 Cumulative CH. 1298+285
131.00 Existing NH-151A
- - -
Total length 1298.285
DATE : 29 APRIL 2019 R0
PROJECT:-
Chaitanya Projects Consultancy Pvt. Ltd.
C-5, 2ND FLOOR, R.K.TOWER PLOT NO.- 21-22,
SECTOR-4, VAISHALI, GHAZIABAD
PH.: 0120-3223419, 4120472, FAX: 0120-4110472
CLIENT:-
CONSULTANT:-
CPC/P-151/EC/NH-/EIA/AJ/BM/01
Consultancy Service for the Preparation for Feasibility Report/DPR for development
of Economic Corridors, Inter Corridors and Feeder Routes to improve the efficiency
of freight movement in India under Bharatmala Pariyojana
APPROVED BYDESIGNED BYPREPARED BY CHECKED BY
National Highways Authorityof India
(Ministry of Road, Transport & Highways, Govt. of India)
NTS
(AMRITSAR TO JAMNAGAR)S.K.SINHANARENDER YADAV DHRAMVIRS.KUMAR
ALIGNMENT PLAN
DWG TITLE:-
SCALE :-
DRAWING No :-
Annexure-2
Construction of 4/6 lane access control National Highway No. 754K from Dhadhaniya Sasan ( Jodhpur district) to Rajasthan-Gujarat Border near Sanchore (District-Jalore) in the state of Rajasthan under Bharatmala Pariyojana (Package 7/Lot-4).
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1.1 IMPACTS ON AIR ENVIRONENT
1.1.1 Change in Ambient air and GLC
The air pollution impact of excavation in ordinary earth and boulders and rock is directly dependent
upon construction methodology, annual rate of excavation, mode of transport within the construction
site, mode of screening and method of crushing. The air pollution sources at the proposed project site
can be broadly classified into three categories, viz. area source, line source and instantaneous point
source.
Excavation by various activities in project area is construed as an area source which includes excavation
pit(s) and activities happening in the excavation area like digging, dozing, hauling and loading/unloading.
The dust emission from these areas will be fugitive in nature. The excavator operations,
loading/unloading operations will also cause dust emission though it will be confined to the area of
operation of the machinery. The gaseous emission from their operation shall be minimal and limited
within the project.
Transportation of excavated material from the project site to dumping sites area categorized as line
source. Since the dumper movement on haul road will be within the project area, no adverse impact
shall be felt in the settlement area.
1.1.1.1 Dust Dispersion Modeling for Excavation Operation
In the present study, United States Environmental Protection Agency (USEPA–42 series) approved
mathematical equations have been used to predict concentrations for different operations in project
including the material transportation. To predict the particulate emissions, Envitrans AERMODCloud.
(Air Dispersion Modeling Software) an interface based on ISCST3 – was used to predict changes in air
quality i.e., maximum ground level concentration (GLC’s) of Particulate Matter. Short term model
options were opted for uniform emissions rates. The concentration of other gaseous pollutants i.e. SO2
and Nox was found to be much lower than the threshold limit (80 µg/m3), the air modeling was
restricted to determination of PM10 and PM2.5 in the present case for the monitoring locations where
respective maximum value was identified. The emission factors adopted for various project operations
are mentioned below:
Emission Factor for Excavation and Material Loading/unloading
For excavation and material handling the emission factor for PM10 has been adopted as per USEPA – 42
series.
For Dozing Operation:
EFPM10 (kg/hr) = 0.34 X s1.5(%) / M1.4(%)
Where,
EFPM10 (kg/hr) = emission factor in kg/hr
S = silt contents in percentage by weight
Construction of 4/6 lane access control National Highway No. 754K from Dhadhaniya Sasan ( Jodhpur district) to Rajasthan-Gujarat Border near Sanchore (District-Jalore) in the state of Rajasthan under Bharatmala Pariyojana (Package 7/Lot-4).
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M = moisture content in percentage by weight
For Material Loading/unloading:
EFPM10 (kg/hr) = 0.34 [0.119 / M0.9]
Where,
EFPM10 (kg/hr) = emission factor in kg/ton
M = moisture content in percentage by weight.
Emission Factor for Material Haulage within Project:
The emission rate is dependent on several factors which include soil properties, climatic conditions,
vehicular traffic, wind forces and machinery operation. The Empirical equation for calculation of
emission rate is as under.
E= k*(1.7) *(s/12) *(S/48) *(W/2.7)0.7*(W/2.7)0.7 (w/4)0.5 * (365-p/365) g/VKT
Where,
E=Emission Rate
K = Particle size multiplier
s=Silt Content of the Road surface material
S= Mean Vehicle Speed (km/hr)
W=Mean Vehicle Weight (tons)
w=Mean number of wheels
p= Number of days with at least 0.254mm of precipitation per year
Note: The emission factor for PM2.5 has been considered 60% of PM10.
The Isopleth developed for PM10 and PM2.5 along the road alignment where monitored values are
highest in receptor villages and is shown in Figure 1.1 and 1.2 for PM10 and PM2.5 respectively . The
maximum GLC due to excavation, loading & unloading activities for PM10 and PM2.5 were found to be 3.4
µg/m3 and 2.1 µg/m3 respectively.
Table 1.1 : Maximum Concentration at receptors
Location Pollutants N-Cord. E-Cord. GLC (µg/m3)
Khoda PM 10 24.656759 71.769535 3.4
Dhandhaniya Sesan
PM 2.5 26.308786 72.565544 2.1
Construction of 4/6 lane access control National Highway No. 754K from Dhadhaniya Sasan ( Jodhpur district) to Rajasthan-Gujarat Border near Sanchore (District-Jalore) in the state of Rajasthan under Bharatmala Pariyojana (Package 7/Lot-4).
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Figure 1.1: Isopleth of Maximum Predicted 24 hourly Ground – Level Concentrations for PM10
Figure 1.2: Isopleth of Maximum Predicted 24 hourly Ground – Level Concentrations for PM 2.5
Construction of 4/6 lane access control National Highway No. 754K from Dhadhaniya Sasan ( Jodhpur district) to Rajasthan-Gujarat Border near Sanchore (District-Jalore) in the state of Rajasthan under Bharatmala Pariyojana (Package 7/Lot-4).
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1.1.1.2 Resultant Impact
The resultant impact due to construction activities (excavation and crushing) on the ambient air
quality for PM10 and PM2.5 at monitoring station Khoda and Dhandhaniya Sesan respectively is
presented in Table 1.2 which shows that, the resultant concentration level is within the NAAQS.
Table 1.2: Resultant levels due to excavation
Station Name
Pollutants Sampling Station
Avg. Conc.
Predicted GLC
Resultant concentration
NAAQS (µg/m3)
Khoda PM10 AAQ 15 93.48 3.4 96.88 100
Dhandhaniya Sesan
PM2.5 AAQ 1 34.1 2.1 36.2 60
1.1.1.3 Summary of impacts and Mitigation measures
Table 1.3 presents the summary of impacts and mitigation measures.
Table 1.3: Summary of impacts and mitigation measures
Environmental
Issue/Component
Impact Description Remedial Measure
Emission from
construction
vehicles and
machinery
Effect on human health
Dust settled on leaves
may reduce growth rate
of the plants
Crowded market places
and construction sites
will have higher degree
of emission
All vehicles, equipment and machinery used
for construction shall be regularly maintained
to ensure that the pollution emissions levels
are as per norms of SPCB
Monitoring of suspended particulate matter to
be conducted at least once a month at the
sites where crushers are used.
The human settlements should be at least 500
m downward wind direction of asphalt mixing
plant
Dust and its
treatment
The impact of dust at
construction sites is
rather adverse, but
localized in nature
No serious health
problem is likely to be
caused
Precautions to reduce the level of dust
emissions from the hot mix plants shall be
taken.
The hot-mix plants should be located at least
500 m from the nearest habitation. They
should be filled with dust extraction unit.
Water should be sprayed in the line and earth
mixing sites, asphalt mixing site and service
roads. In filling subgrade, water spraying is
needed to solidity the material. After the
impacting, water should be sprayed regularly
to prevent dust.
Construction of 4/6 lane access control National Highway No. 754K from Dhadhaniya Sasan ( Jodhpur district) to Rajasthan-Gujarat Border near Sanchore (District-Jalore) in the state of Rajasthan under Bharatmala Pariyojana (Package 7/Lot-4).
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Vehicles delivering material should be
covered.
Annexure-3
Annexure-4