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).


Bathinda Existing CH. 0+000 Cumulative CH. 196+200

Sangariya/ Chautala Existing CH. 85+100 Cumulative CH. 281+300


- - -

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.


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


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



th

meeting dated 31 August, 2018 granted TOR.


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


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



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


Vantdau, Banaskantha district near Rajasthan-Gujarat

Ranmalpura in Patan district in the State of

125.185 MoRTH, Gazette notification No.-1655


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)


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


- - -

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).

1

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


2

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


3

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


4

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.


5

Vehicles delivering material should be

covered.

Annexure-3

Annexure-4

Annexure-1...to Rajasthan-Gujarat Border near Sanchore (District-Jalore) in the state of Rajasthan...

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