POINTWISE RESPONSE TO QUERIES RAISED DURING 24TH EAC MEETING HELD ON 23.01.2019 REGARDING TEMPORARY PERMISSION FOR TRANSPORTATION OF COAL BY ROAD

Point i. Detailed progress report of the construction activities of the power project along with milestones and expenditure incurred till date out of total project cost.

Response: Construction works of 2 X 660 MW STPP of NTPC Ltd. has been awarded to M/s L&T on 31.03.2015 as an EPC package. The works are in full swing with Unit#1 Boiler light up completed in Dec 18. Unit#1 TG put on barring gear on 03.02.2019 and preparedness for steam blowing for Unit#1 is in full swing. Synchronization of Unit#1 is planned by March, 2019. CHP works are also in progress and various structures like Wagon Tippler, Crusher House, TPs, Stacker Re-claimers are erected and in advanced stages of completion (80% completed) ready for start of commissioning.

Supply of coal is envisaged from NTPC’s captive mine Pakri Barwadih (Hazaribag, Jharkhand) through railway line. The take off point is located at Nimarkhedi station ( district), 37 km from Khargone STPP plant. Railway line from Khandwa to Nimarkhedi is presently meter gauge & being converted into broad gauge by Indian Railway through customer funding model for which NTPC has deposited Rs. 487 Crores in March, 2015. Total length of broad gauge conversion is about 42 Km from Khandwa to Nimarkhedi. Likely completion date of gauge conversion is March, 2019. The progress report is attached as Annexure-1.

Investment approval date : 31/03/2015 Unit#1 progress & milestone Milestone As per schedule Actual/ Anticipated Boiler hydro test 31/03/2018 31/03/2018 Boiler Light up 30/09/2018 29/12/2018 Turbine on barring gear 31/08/2018 03/02/2019 Synchronization date 30/11/2018 30/03/2019 Unit on Full Load 31/12/2018 31/05/2019 (depending on EC amendment)

Expenditure details: - Total project cost: Rs. 9871 crores Expenditure incurred as on Jan, 2019: Rs. 6947 crores

[1] Point ii. Reasons for delay in setting up railway line and siding from Nimarkhedi to Power Plant. Detailed progress report of the activities completed and balance activities along with timelines.

Response:

Reason for delay: a. The TPP project was awarded in March, 2015 to M/s L&T. The land acquisition for railway corridor took time and the contract work for outside railway siding works of 37 km from Nimarkhedi to Khargone STPP was awarded to M/s RITES on 02.09.2016, after a lag of 1.5 years. M/s RITES has further divided this work into 11 packages (05 civil packages+02 bridge packages + 01 supply of rail package + 01 electrical works +01 S&T works + 01 package for building works) for which awards were placed during March, 2017 to Sep., 2018. The package for S&T works has been awarded in the month of Sep., 2018. b. The package 3 & 4 (from chainage 24 to chainage 29.8 KM) earlier awarded on M/s GDCL were terminated on 08.05.2018 due to non-performance of M/s GDCL and were re-awarded on M/s L&T on 09.08.2018. These packages involve huge quantity of earth work and concreting. Precious time was lost due to non-performance of M/s GDCL. After re-award, work is in full swing and progress is being monitored from Apex level of NTPC on continuous basis. c. The initial tendering of Package 7 i.e. Major Bridges was done by RITES in March, 2017 and was annulled in August, 2017 as the price quoted by lowest bidder was very high w.r.t. cost estimate. Package was again tendered and could be awarded in Feb., 2018. Precious working time was lost on account of this also.

Likely completion date for railway siding is May, 2019 without OHE & S&T, June/ July 2019 with S&T without OHE and Dec., 2019 with OHE. The executed quantities and completion schedule for various activities of Railway siding package are as under:

Railway Siding Package Progress Report Description Scope Executed Completion timeline Earth Work 90,00,000 Cum 77,00,000 Cum April 19 Concreting 1,90,000 Cum 1,52,000 Cum April 19 No of Bridges (Slab & Girder) 130 Nos. 105 Nos. April 19 Track Laying (including loop 48 Km 16.71 Km May 19 lines) Fitness of track ------May 19 S&T ------June/July 19 OHE ------Dec 19

[2] Point iii. Any certification from Railways regarding expected date of completion for converting meter gauge to broad gauge from Khandwa to Nimarkhedi Railway station.

Response: Expected date of completion of conversion of meter gauge to broad gauge from Khandwa to Nimarkhedi Railway station is March, 2019. This is mentioned at point no. 9, page 3 of MOM of 17th Coordination meeting held between Indian railways and NTPC. The copy of same is attached herewith as Annexure-2. The status of physical progress reviewed by NTPC on 08.02.19 on above route is also attached as Annexure-3.

Point iv. The routes from which coal is transported is firmed up out of 6 routes proposed. Reasons for proposing to transport only 2000 TPD whereas the coal requirement for Unit-1 is about 9800 TPD.

Response:

Firmed up Route for coal transportation route out of 6 routes:

Out of the six routes only one route is being firmed up, which is Route-5 (as given in traffic study report) from M/s Nepa ltd. Railway siding to Plant site via Nepa phata, and Bediya having total length 145.2 km. CMD, NEPA Ltd. has given a consent letter to NTPC for use of their railway siding for unloading of NTPC coal which is attached herewith as Annexure-4. Bediya and Dakhalgaon railway siding are not yet ready (Route-1 & 2) and Indian Railways denied permission to unload coal at Singa ji Plant siding, Beed siding and Khandwa goods yard (route-3, 4 & 6). Hence, only route-5 is possible to use as on date.

Reasons for proposing to transport only 2000 TPD whereas the coal requirement for Unit-1 is about 9800 TPD.

As per the current progress of NTPC Khargone Unit#1, it is planned to start synchronization, trial run, commissioning on coal in the month of March/April, 2019. The 72 hrs trial run on full load as per CERC guideline is also planned subsequently. As per CEA guideline the commissioning coal requirement of one unit of 660 MW is 2 lakh MT including trial run and 72 hrs full load operation. This 2 lakh tonne coal shall be brought from NTPC’s Captive coal mine Pakri-Barwadih to M/s Nepa Ltd. siding by Indian railway and from NEPA siding to plant site by road. Thus, only commissioning coal requirement of one unit of 660 MW which is 2 lakh tonne as explained above, shall be brought by road from M/s Nepa Ltd. Siding.

This 2 lakh tonnes will be brought through maximum 3 rakes of coal in a week which amounts to 3750X3=11,250 Tonnes of coal. This 11,250 tonnes of coal from railway siding will be transported by 20 tonner tippers/ dumpers over 5-6 days with maximum

[3] capping of 2000 tonnes per day with corresponding maximum daily tippers movement 200 to & fro. These coal will be progressively stacked for use during trial run/ equipment commissioning from March, 2019 onwards and for 72 hrs continuous full load operation subsequently.

Justification of excluding full load daily requirement of 9800 TPD from road transportation:

As per the current progress of broad gauge conversion from Khandwa to Nimarkhedi, it is expected to be completed by March, 2019 and NTPC Khargone railway siding is expected to be completed by Jun/July., 2019 with S&T and without OHE and by Dec., 2019 with OHE. Hence the coal requirement of 9800 TPD post COD, will be met through NTPC’s own railway siding only.

Point v. Legible map showing proposed routes on toposheet and google satellite image to be produced in hard copy (A0/A1).

Response: Annexure 5 gives the hard copy (A0 size) of the finalised one route i.e. from M/s Nepa Ltd. Siding to Khargone STPP on toposheet while Annexure 6 gives the route on Google satellite image.

Point vi. Details of roads viz. Make of road whether it is concrete, WBM, Bitumen, Kutchha road etc.; Type of road whether it is NH, SH, PWD or Rural Road. Capacity and load bearing strength of the road to take up 20 ton truck in addition to the tare weigh of 10-15 tons.

Response:

The detailed descriptions of selected road i.e. Route-5 (From Nepa Ltd. Siding to Plant) having total length 145.2 km as desired are Tabulated below:

Classification Based on Ownership of Road:

Section of road Approx. Type of road Ownership/ Distance Custodian NTPC Khargone to Bediya 20 km PWD PWD Khargone Bediya to Sanawad 19 km Major District MPRDC Road Sanawad to NEPA Phata 92 km SH-27 MPRDC Indore NEPA phata to M/s NEPA 14 km PWD PWD Total Length 145 km

[4] Classification Based on Make of Road:

Make of road Black Top Concrete WBM/ Kutchha (Bitumen) road Length in km 142.1 3.2 0

NTPC Ltd. have received permissions from all the above custodians of the road to ply coal trucks (20 T capacity) on the roads, the copies of which are given in Annexure-7. As per the permission letters of various custodians, it is understood that the load bearing and the strength of the road is sufficient to ply coal carrying 20 T trucks.

Point vii. Justification for exceeding the total traffic (baseline and proposed traffic) beyond Design volumes of the roads at certain places. Any alternate routes available. If not, mitigation measures thereof.

Response: Baseline traffic count at 16 location along Route-5 i.e. from M/s Nepa Ltd. Siding to Plant have been conducted. Out of 16 location, 5 location were fixed on roads passes through urban area and 11 location on roads passes through Rural area. The locations are marked as CP, which can be seen on Map attached in Annexure-8. Traffic volume carrying capacity calculation were done and the same is attached as Annexure-5. Perusal of table given in Annexure-8 shows that the road widths are adequate for the existing and proposed traffic at all the traffic census point except at two location i.e. CP-10 (Near Indian Oil Pump, Sanawad) & 16 (Near River Bridge at Sanawad) in urban area and at three locations i.e. CP- 18 (Deshgaon village), 20 (Near Jain dhaba, Chhaigaon Makhan village) & 23 (Asir village) in rural area.

Traffic volume exceeds DSV limits of the road in urban area during peak hour. Detailed analysis of the hour-wise traffic volume for the 24 hour period was done and it has been found that existing traffic remains high during day time only during 9:00 AM to 5:00 PM, which can be seen in Annexure-9. Keeping this in mind, it is suggested that movement of coal carrying trucks to be restricted to only 16 hours during 5:00 PM to 9:00 AM.

Thus, the coal transportation will take place when the traffic is within DSV limits.

In rural area, although CP- 18, 20 & 23 exceed the DSV limit, it is corresponding to level of service (LoS) B. Section 6.1 of IRC 64:1990 states “under normal circumstances, use of LoS B is considered adequate for the design of rural highways”. Hence, the DSV is assumed to be exceeded for LoS B. In section 6.2 IRC 64:1990 further states “...... under exceptional circumstances, LoS C could also be adopted for design.” Hence, if we consider LoS C the traffic volumes at all the three census points will fall within the DSV limit for LoS C. Furthermore, it can be seen that irrespective of the level of service, the maximum capacity is never exceeded at the above three census points, therefore, no additional mitigation measures are proposed.

[5] A comparative statement of DSV at LoS B & C for the above three locations is given below:

CP Location Total traffic Road DSV at %utilisation DSV at %utilisation %utilisation volume after width, LoS B, of DSV at LoS C, of DSV at of maximum 1 year, m PCU/day LoS B PCU/day LoS C capacity PCU/day 18 Near Dhangaon 15,495 7.3 15,000 103.3 21,000 73.8 51.6 Village 20 Near jain Dhaba, 19,524 7.2 15,000 130.2 21,000 93.0 65.1 Chhaigaon Makhan Village 23 Near Asir village 15,827 8.5 15,000 105.5 21,000 75.3 52.7

Any alternate routes available: The present proposed route is the widest route available from Nepanagar to Plant. All other routes explored are through villages and narrow. The alternates are village level road while a major portion of the proposed route is good condition blacktopped state highway.

Mitigation measures:

 The movement of coal carrying trucks will be restricted to only 16 hours during 5:00 PM to 9:00 AM.

 A team of traffic marshals will be deployed in and around Sanawad.

Point viii. Justification for incremental concentrations and details of input data such as weather conditions/meteorology, road type and condition, emissions from the trucks, fugitive emission & road dust, etc. Dispersion modelling is to be run before the committee.

Response: Dispersion modelling to determine the incremental ground level concentration of pollutants due to plying of trucks had been done using CALINE 4 model with the following assumptions:

 Emissions due to fuel burning in engine as well as fugitive dust likely to get airborne due to movement of tyres on the road on the basis of actual measurement of silt at site & its comparison with the values recommended in AP-42 and taking the higher of the two, were considered in the report. The airborne particulate emission for PM10 and PM2.5 are calculated as 0.5259 g/VKT and 0.1273 g/VKT.

 Worst case scenarios of traffic volume i.e. 200 Tippers movement daily i.e. 13 tippers per hour considering restricted movement for 16 hours was taken.

[6]  Input data is summarised as follows:

Truck movement & Capacity of Trucks: Max. quantity of coal to be transported 2000 MT/day Carrying capacity 20 tonne HP 178 Average Speed 40 km/hr Hourly movement of to & fro trucks 13 Nos. Meteorology: Season Winter (worst case) Wind speed 0.7 m/s (from IMD data) Prevalent wind direction 45 ° (NE) (from IMD data, for worst case of December/January) Temperature 14.7°C (from IMD data) Mixing Height 525 m (from IMD data) Stability class A (worst case) Standard deviation 10° (standard assumption) Receptor point 20 m from the center of road Road type Paved Emission from truck due to fuel consumption as per norms:

Units NOx PM SO2 Capacity of Diesel Engine g/kWh (Stage : Euro IV) Emission permitted 3.5 0.02 Resultant KWH KWH 135.28 135.28 135.28 Emission from one truck g/truck/hour 473.48 2.7056 67.284 Emission from 1 truck/km g/km 11.84 0.06764 1.6821 Emission from 1 truck/mile g/mile 18.9392 0.10822 2.6914 (Source: Emission standards for new heavy-duty engines—applicable as per Bharat Stage IV (applicable nation wide since April 2017)

 Out put i.e. Max. GLC Predicted at receptor distance of 20 m from center of road

Pollutant Concentrations, Receptor No. Section µg/m3

PM10 0.614 86 S07 (at Sanawad)

PM2.5 0.172 86 S07 (at Sanawad)

SO2 1.98 86 S07 (at Sanawad)

NOX 13.07 86 S07 (at Sanawad)

[7] It has been noted in the minutes of meeting that these above values are not pragmatic.

Hence, a further exercise has been conducted on the selected Route-5 (Nepa Nagar to Khargone TPP) to arrive at more pragmatic values by amending the distance of receptors from 20 m to 10 m from the center of the road.

 Out put value i.e Max. GLC Predicted at receptor distance of 10 m from center of the road:

Pollutant Concentrations, µg/m3 Receptor No. Section PM10 1.028 86 S07 PM2.5 0.288 86 S07 SO2 3.16 86,120 S07,S09 NOX 22.13 86 S07

The input out file along with the route map & receptors is given in Annexure-10. The model will be run in front of the committee with the above inputs.

[8]

ANNEXURES

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Month :DEC 2018

Monthly Progress proforma of Customer Funder projects

1. Name of project Khandwa-Nimarkheri Gauge Conversion (42.55 km.) + 9.0 km. bypass line between Ajanti-Mathela stations as part of Ratlam--Khandwa-Akola (Gauge conversion) (km.472.64)

2. Year of sanction 2015

3. Project cost 427.25 crores

4. Status of Detailed Sanctioned on 17-10-2015 estimate 5. Name of customer NTPC

6. Target date of March 2019 as per MOU but all efforts are being made to completion commissioned it by Jan’ 2019.

7. Customer funding committed & received

Total funds Funds received during the month Total funds committed received (Cumulative) Date DD/Cheque No. Amount 487.00 cr. 26.03.2015 ICICI Bank cheque Rs.487.0 cr. Rs.487.0 cr. No.058770

8. Land acquisition, TDC :

Total No. Land Type of acquired Cumulative Sr Land to be TDC for of Villages during the progress Remarks no. acquired(Ha.) acquisition land involved month (Ha.) (Nos.) (Ha.) Land acquired & trees cutting 1 Forest 7.66 NA Completed Nil 7.66 completed in April 2018. 2 Nimarkhedi-Khandwa () Land a) Govt. 3.76 6 Completed 0 3.76 acquisition completed Land b) Private 15.71 9 Oct 2018 0 15.71 acquisition completed

3 Khandwa-Mathela (Khandwa-byepass) 9 kms. (Khandwa district)

Land a) Govt. 1.73 5 Completed Nil 1.73 acquisition completed Land b) Private 21.255 5 Completed 0 21.255 acquisition completed

Total

Land a) Govt 5.49 11 Completed 0 5.49 acquisition completed

Land acquisition b) Pvt 36.965 14 Oct 2018 0 36.965 completed

Land acquired & trees cutting c) Forest 7.66 NA Completed 0 7.66 completed in April 2018.

9) Yard Plans, TDC:

No.of Plans Plans pending with HQ Plans yet Plans Cumulative progress Yards pending to be approved involve with submitte during the d divn. d month 5 ( In 1 --- - - • Khandwa Yard ESP cluding (Khand is to be approved by Mathela wa yard) CR. yard of • Yard works of these WCR two yards will be and done by respective Khandw Railways. a yard of CR)

10) Planning & Status of Tenders/Contracts (All tenders/contracts upto commissioning of works to be given): Planning has been squeezed as per requirement of revised TDC of Jan ’2019

DOC Total Status of Physical Progress S.No. Name of work (Mont value tender hs) (Cr.) Scope Progress 1 15 12.87 EW(cum) 318000 318000 Earthwork including Awarded minor bridges Minor bridge Completed-19 on between Nimarkheri- 28 In progress -09 12.05.16 (nos) Attar Yet to start -00

244000 244000 Earthwork including Awarded EW(cum) 2 minor bridges on 18 27.44 Completed-50 Minor bridge between Attar-Ajanti 18.04.16 58 In Progress-6 (nos) Yet to start -2 136500 136500 Earthwork including EW(cum) Awarded minor bridges 3 on 15 17.2 between Ajanti- Minor bridge Completed-15 12.05.16 20 Khandwa (nos) In Progress-05 Yet to start -0 • Super structure completed of 13 nos bridges. Major bridges Awarded • Substructure 4 between Sanawad- on 18 28.57 13( nos) completed of 11 Khandwa 25.07.16 nos bridges. • Work is in progress at 2 nos bridges . • Progress-90% Ballast supply Awarded 6 between Attar- on 15 6.18 99500 (cum) Khandwa 25.04.16 80000 Building and misc. Awarded Station building 7 works between on 15 16.8 3 (nos) completed. Nimarkheri-Khandwa 15.11.16

Earthwork, bridges & Tender EW(cum) 334400 290000 ballast for Ajanti- awarded Completed-5 8 15 12.39 Minor bridge Mathela Bypass (9 on 12-9- 8 In Progress-3 km.) 2017 (nos) Yet to start -0 Linking of track, P&C Awarded 37 km. M.G. track 10 attar-knw including on 12 10 37 TKM dismantled by pass 23.12.16

Awarded Transportation of 11 Misc. works on 15 0.2 Completed 31250 sleepers 14.03.16

i) Expenditure during 2015-16 Rs.42.11 cr. ii) Expenditure during 2016-17 Rs. 35.78 cr. iii) Expenditure during 2017-18 Rs. 50.81 cr. iv) Expenditure of DEC 2018 Rs 6.93cr v) Cumulative exp. till OCT 2018 Rs. 193.29 cr.

11) Major Milestones during construction :

Progress during S.No. Milestone TDC Unit Cumulative progress the month Completion of

Major/Important bridges: • Superstructure completed of 7 Concreting in lift nos bridges. of pier and a)Nimarkhedi-Attar 15 Dec-18 7 nos • Substructure abutment in progress. completed of 6 nos bridges. • Progress-90% • Superstructure 1 completed of 4 nos bridges. Launching is in b)Attar-Khandwa Oct-18 4 nos • progress. . Substructure is completed of 4 nos bridges. • Progress-90% • Superstructure is completed c) Ajanti-Mathela byepass 15 Dec-18 1 nos NIL • . Substructure is completed. Progress-90% Completion of tunnels, if 2 NA any Completion of minor

bridges

Completed-19 a)Nimarkhedi-Attar 15 Dec-18 28 nos Nil In progress -09 Yet to start -00 3 Completed-65 b)Attar-Khandwa Oct-18 78 nos Nil In progress -11 Yet to start -02 Completed-05 c) Ajanti-Mathela bypass Nov-18 8 nos Nil In progress-03 Yet to start -00

Completion of ROB/RUBs

Completed -01 a)Nimarkhedi-Attar Oct-18 3 nos Nil In progress-02 4 Completed -02 b)Attar-Khandwa Oct-18 4 nos Nil In progress-02 Completed -00 c) Ajanti-Mathela byepass Dec-18 3 nos Nil In progress-03 Yet to start-00

Completion of formation to the level fit for track linking 5

a)Nimarkhedi-Attar 15 Dec -18 13.55 km 10.0 0 b)Attar-Khandwa 15 Nov-18 28 km 25.0 0

c) Ajanti-Mathela byepass 15 Dec-18 9 km 6.0 0.5

Completion of track linking

Dec-18 a)Nimarkhedi-Attar 13.55 km 1 1 6 15 Dec-18 b)Attar-Khandwa 28 km 13 3

c) Ajanti-Mathela byepass Dec-18 9 km 2.5 1.5 Completion of Electrical 7 NA sub-stations, if any

Completion of OHE wiring, Sanctioned work does not include OHE. It is now being done 8 if electrified through separate estimate.

Completion of S&T

installations and its testing

a)Nimarkhedi-Attar 15 Dec-18 3 0 40% 9 b)Attar-Khandwa Nov 18 3 0 40%

c) Ajanti-Mathela byepass 15 Dec-18 3 0 20%

Commissioning of section

a)Nimarkhedi-Attar 25.01.19 10 b)Attar-Khandwa 25.01.19 (Khandwa yard by Central railway)

c) Ajanti-Mathela byepass 25.01.19 (Mathela yard by West Central railway)

………………..

ANNEXURE : 8 Contd..

CARRYING CAPACITY CALCULATION FOR ROAD LENGTH FROM NEPA RAILWAY SIDING TO KHARGONE STPP VIA ROUTE-5 Census Location Total Projected Additional Additional Total Total Width DSV#, Maximum % utilised of DSV ## Point (Year Nov- Traffic for KSTPP proposed resultant resultant of PCU/hr capacity , No. Dec, 2018), 1 year, trucks/ hrs Traffic, traffic in traffic in road PCU/hr PCU/hour PCU/hour under PCU/ hour future, future after (m) Current in, In future Resultant Increment worst PCU/hr 1 year, 2018 future case, Nos. PCU/hr (after 1 yr)

ROADS THROUGH URBAN AREAS

CP-09 Sanawad by-pass - 442 451 13 39 481 490 7 1500 2142.9 29.5 32.1 32.7 3.2 During peak - 7:00- 8:00 AM

CP-10 Near Indian Oil 2920 2979 13 39 2959 3018 7 1500 2142.9 194.7 197.3 201.2* 6.5 Pump, Sanawad - During peak - 12:00- 1:00 PM

CP-16 Near River Bridge at 1970 2010 13 39 2009 2049 7.5 1500 2142.9 131.3 133.9 136.6* 5.3 Sanawad - During peak - 3:00-4:00 PM

CP-24 Nepanagar (on SH27 203 207 13 39 242 246 5.1 1500 2142.9 13.5 16.1 16.4 2.9 to Nepanagar road) - During peak- 1:00- 2:00 PM

CP-25 Near Bus Stand, 344 351 13 39 383 390 6 1500 2142.9 22.9 25.5 26.0 3.1 Nepanagar - During peak- 5:00-6:00 AM

ANNEXURE : 8 Contd..

Census Location Total (Year Projected Additional Addition Total Total Widt DSV#, Maximum % utilised of DSV Point Nov. Traffic for KSTPP al resultant resultant h of PCU/day capacity###, Current in In future Resultant Increment No. 2018), 1 year, trucks/ propose traffic in traffic in road PCU/day 2018 future PCU/Day PCU/day Day under d Traffic, future, future after (m) (after 1 worst PCU/day PCU/day 1 year, year) case, Nos. PCU/day ROADS THROUGH RURAL AREAS CP-01 Near Katora village 6158 6283 200 600 6758 6883 7 15000 30000 41.1 45.1 45.9 4.8 (Katora to Plant road) CP-02 Near Katora village 4709 4805 200 600 5309 5405 7 15000 30000 31.4 35.4 36.0 4.6 (Katora to Beriya road) CP-06 Near Beriya village 5270 5377 200 600 5870 5977 7 15000 30000 35.1 39.1 39.8 4.7 CP-07 Near Issar pump, Barud 5926 6046 200 600 6526 6646 7 15000 30000 39.5 43.5 44.3 4.8 CP-08 Near Barud village 8584 8758 200 600 9184 9358 8.6 15000 30000 57.2 61.2 62.4 5.2 CP-18 Near Dhangaon Village - 14599 14895 200 600 15199 15495 7.3 15000 30000 97.3 101.3 103.3* 6.0 at LoS B at LoS C 21000 69.5 72.4 73.8 4.3 CP-19 Near Deshgaon Village 12073 12318 200 600 12673 12918 7.8 15000 30000 80.5 84.5 86.1 5.6 CP-20 Near jain Dhaba, 18547 18924 200 600 19147 19524 7.2 15000 30000 123.6 127.6 130.2* 6.5 Chhaigaon Makhan Village - at LoS B at LoS C 21000 88.3 91.2 93.0 4.7 CP-21 Near Police station, 13594 13870 200 600 14194 14470 7.1 15000 30000 90.6 94.6 96.5 5.8 Chhaigaon Makhan village CP-22 Near Borgaon Village 14106 14392 200 600 14706 14992 7 15000 30000 94.0 98.0 99.9 5.9 CP-23 Near Asir village 14924 15227 200 600 15524 15827 8.5 15000 30000 99.5 103.5 105.5 6.0 Note: All volumes are total of two directions, # Design Service Volume (DSV) in PCU/day as per Table 2, 3, & 5 of IRC : 64-1990 *DSV exceeded ## Maximum capacity as per IRC 64-1990, section 6.1 = DSV/0.7, in PCU/Hour for Urban area ### Maximum capacity as per IRC 64-1990, section 6.1 = DSV/0.5, in PCU/day for Rural area At Level of Service C (LoS C), the DSV is considered as 40% more than the DSV at LoS B as per IRC 64-1990, section 6.1. ANNEXURE : 9

TRAFFIC DENSITY CP-10-Near Indian Oil Pump, Sanawad

Hours Cycle Motor LMV (car, jeep, Buses Trucks Animal Others Total PCU DSV % cycles and van, three drawn (Specify) utilisation scooters wheelers etc.) vehicles

7.00 - 8.00 0 120 66 36 111 0 4 337 782 1500 52.1 8.00 - 9.00 0 281 133 50 113 2 6 585 1032 1500 68.8 9.00 - 10.00 6 627 274 72 133 7 66 1185 1946 1500 129.7 10.00 - 11.00 27 848 668 61 133 0 41 1778 2574 1500 171.6 11.00 - 12.00 9 912 342 67 154 1 23 1508 2182 1500 145.5 12.00 - 13.00 3 1022 497 90 195 2 59 1868 2920 1500 194.7 13.00 - 14.00 5 1162 373 73 141 3 38 1795 2247 1500 149.8 14.00 - 15.00 8 1045 453 96 166 2 71 1841 2556 1500 170.4 15.00 - 16.00 3 950 335 82 175 1 57 1603 2441 1500 162.7 16.00 - 17.00 4 923 331 82 207 1 47 1595 2492 1500 166.1 17.00 - 18.00 0 402 144 58 78 0 0 682 1006 1500 67.0 18.00 - 19.00 0 233 143 41 144 0 0 561 1084 1500 72.3 19.00 - 20.00 0 149 125 37 128 0 0 439 917 1500 61.1 20.00 - 21.00 0 111 80 25 96 0 0 312 653 1500 43.6 21.00 - 22.00 0 87 69 49 93 0 0 298 729 1500 48.6 22.00 - 23.00 0 61 64 35 129 0 0 289 781 1500 52.0 23.00 - 24.00 0 17 44 32 86 0 0 179 533 1500 35.5 0.00 - 1.00 0 4 44 19 124 0 0 191 591 1500 39.4 1.00 - 2.00 0 2 50 17 104 0 0 173 523 1500 34.9 2.00 - 3.00 0 0 40 11 102 0 0 153 482 1500 32.1 3.00 - 4.00 0 0 41 10 116 0 0 167 533 1500 35.5 4.00 - 5.00 0 13 38 11 92 0 0 154 447 1500 29.8 5.00 - 6.00 0 65 48 16 97 0 0 226 539 1500 35.9 6.00 - 7.00 0 89 60 27 107 0 0 283 642 1500 42.8 TOTAL 65 9123 4462 1097 3024 19 412 18202 31071 ANNEXURE : 9 Contd..

TRAFFIC DENSITY CP-16-Near River Bridge at Sanawad

Hours Cycle Motor cycles and LMV (car, jeep, Buses Trucks Animal drawn Others Total PCU DSV % scooters van, three vehicles (Specify) utilisatio wheelers etc.) n

7.00 - 8.00 7 269 55 28 81 4 5 449 702 1500 46.8 8.00 - 9.00 5 372 86 33 112 8 4 620 968 1500 64.5 9.00 - 10.00 4 677 176 43 132 10 38 1080 1611 1500 107.4 10.00 - 11.00 7 651 204 27 103 3 27 1022 1452 1500 96.8 11.00 - 12.00 1 779 242 39 122 2 25 1210 1709 1500 113.9 12.00 - 13.00 10 733 215 34 97 2 32 1123 1403 1500 93.5 13.00 - 14.00 7 692 202 40 121 6 26 1094 1575 1500 105.0 14.00 - 15.00 5 868 251 49 130 3 8 1314 1585 1500 105.7 15.00 - 16.00 0 787 239 40 165 10 47 1288 1970 1500 131.3 16.00 - 17.00 4 802 235 47 145 5 25 1263 1821 1500 121.4 17.00 - 18.00 2 322 164 55 120 4 9 676 1177 1500 78.5 18.00 - 19.00 3 306 114 54 76 3 9 565 899 1500 59.9 19.00 - 20.00 0 263 81 40 68 1 5 458 720 1500 48.0 20.00 - 21.00 0 145 58 30 80 0 3 316 599 1500 39.9 21.00 - 22.00 0 84 54 22 67 0 0 227 467 1500 31.2 22.00 - 23.00 0 61 31 15 98 0 0 205 503 1500 33.6 23.00 - 24.00 0 5 20 9 84 0 0 118 373 1500 24.9 0.00 - 1.00 0 0 12 6 84 0 0 102 348 1500 23.2 1.00 - 2.00 0 0 2 2 96 0 0 100 362 1500 24.2 2.00 - 3.00 0 0 8 2 90 0 0 100 349 1500 23.2 3.00 - 4.00 0 0 10 7 69 0 0 86 291 1500 19.4 4.00 - 5.00 0 0 13 11 96 0 0 120 405 1500 27.0 5.00 - 6.00 0 19 22 13 69 0 3 126 374 1500 24.9 6.00 - 7.00 0 87 49 19 62 5 10 232 482 1500 32.1 TOTAL 55 7922 2543 665 2367 66 276 13894 22473 ANNEXURE : 10 Contd…

AIR QUALITY PREDICTION MODELLING

CALINE4 : CALIFORNIA LINE SOURCE DISPERSION MODEL - VERSION 2.1, DATED JUNE 1989 RUN: RURAL HIGHWAY

I. SITE VARIABLES

U= 0.7 M/S Z0= 10. CM ALT= 0. (M) BRG= 45.0 DEGREES VD= 0.0 CM/S CLAS= 1 (A) VS= 0.0 CM/S MIXH= 525. M AMB= 0.0 PPM SIGTH= 10. DEGREES TEMP= 14.7 DEGREE (C)

II. LINK VARIABLES

The coal will be transported by RD trucks with coal carrying capacity of 20 T. The total number of trucks has been calculated for 2000 TPD from any of the route is as given below:

NAME OF MINES COAL (TPD) TRUCK CAPACITY WORKING HOURLY MOVEMENT OF (T) HOURS TRUCKS (TO & FRO) 1 Nepanagar Siding 2000 20 16 13

These trucks will travel through the routes shown below in transportation route map which is divided into sections for modelling as shown in Fig 1. The modelling was carried out for all the sections initially with following data:

ADOPTING WORST CASE SCENARIO Trucks/hr 13 PM10 0.9550 g/mile PM2.5 0.2671 g/mile SO2 2.6913 g/mile NOX 18.9392 g/mile

The mode has been set CO for calculating SO2 concentrations. ANNEXURE10 :

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 1 ANNEXURE : 10 Contd…

FIG : ROUTE MAP

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 2 ANNEXURE : 10 Contd…

SOURCE DATA

Section Link LINK COORDINATES (M) TYPE VPH** EF (G/MI) H W * X1 Y1 X2 Y2 PM10 PM2.5 SO2 NOX (M) (M) S05 A. 3983 76134 3257 76139 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 3257 76139 3157 76097 AG 1300 1.0 0.3 26.9 18.9 0 10 S07 A. 25422 88031 25338 88139 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 25338 88139 25427 88301 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 25427 88301 25666 88385 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 25666 88385 25659 88481 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 25659 88481 25477 88778 AG 1300 1.0 0.3 26.9 18.9 0 10 S08 A. 25477 88778 24987 89942 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 24987 89942 24419 89733 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 24419 89733 24214 89121 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 24214 89121 24367 88296 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 24367 88296 21436 87507 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 21436 87507 21269 87838 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 21269 87838 20694 88237 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 20694 88237 20651 87778 AG 1300 1.0 0.3 26.9 18.9 0 10 S09 A. 20651 87778 20904 87698 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 20904 87698 20911 87504 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 20911 87504 19495 86491 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 19495 86491 19229 86008 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 19229 86008 18571 85556 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 18571 85556 17913 84738 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 17913 84738 15432 82947 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 15432 82947 14780 81891 AG 1300 1.0 0.3 26.9 18.9 0 10 S10 A. 14780 81891 12962 80049 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 12962 80049 9910 81957 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 9910 81957 9697 82313 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 9697 82313 9049 82588 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 9049 82588 8574 82547 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 8574 82547 7164 82875 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 7164 82875 6701 82758 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 6701 82758 5510 82968 AG 1300 1.0 0.3 26.9 18.9 0 10 S11 A. 5510 82968 4344 83541 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 4344 83541 3821 83393 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 3821 83393 4813 80444 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 4813 80444 4934 80077 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 4934 80077 4832 78916 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 4832 78916 4487 78350 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 4487 78350 4326 77928 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 4326 77928 4341 77612 AG 1300 1.0 0.3 26.9 18.9 0 10 S12 A. 4341 77612 4182 77325 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 4182 77325 4292 76962 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 4292 76962 4003 76923 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 4003 76923 3983 76134 AG 1300 1.0 0.3 26.9 18.9 0 10 S23 A. 59004 6672 58677 6609 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 58677 6609 58302 7065 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 58302 7065 57775 6870 AG 1300 1.0 0.3 26.9 18.9 0 10

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 3 ANNEXURE : 10 Contd…

Section Link LINK COORDINATES (M) TYPE VPH** EF (G/MI) H W * X1 Y1 X2 Y2 PM10 PM2.5 SO2 NOX (M) (M) D. 57775 6870 57408 6919 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 57408 6919 56547 6414 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 56547 6414 56396 6475 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 56396 6475 56341 6309 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 56341 6309 54877 5714 AG 1300 1.0 0.3 26.9 18.9 0 10 S24 A. 54877 5714 54221 4218 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 54221 4218 53662 4039 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 53662 4039 52510 4141 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 52510 4141 51625 4751 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 51625 4751 51233 4631 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 51233 4631 50429 5343 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 50429 5343 50224 5772 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 50224 5772 49207 6261 AG 1300 1.0 0.3 26.9 18.9 0 10 S25 A. 49207 6261 48490 6466 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 48490 6466 48018 7102 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 48018 7102 47129 7180 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 47129 7180 46954 7315 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 46954 7315 47100 7549 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 47100 7549 46903 8109 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 46903 8109 46643 8441 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 46643 8441 46877 8562 AG 1300 1.0 0.3 26.9 18.9 0 10 S26 A. 46877 8562 46906 8883 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 46906 8883 47875 10342 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 47875 10342 47879 10749 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 47879 10749 48589 11477 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 48589 11477 49214 12669 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 49214 12669 49228 13115 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 49228 13115 49430 13544 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 49430 13544 49737 13799 AG 1300 1.0 0.3 26.9 18.9 0 10 S27 A. 49737 13799 49499 14633 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 49499 14633 49817 15274 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 49817 15274 50141 17596 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 50141 17596 49907 17948 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 49907 17948 49796 18702 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 49796 18702 50258 20392 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 50258 20392 50600 20608 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 50600 20608 50689 21145 AG 1300 1.0 0.3 26.9 18.9 0 10 S28 A. 50689 21145 50434 21482 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 50434 21482 51049 22462 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 51049 22462 51537 24659 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 51537 24659 51786 25289 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 51786 25289 51503 25572 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 51503 25572 51683 25966 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 51683 25966 51309 27061 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 51309 27061 50450 28499 AG 1300 1.0 0.3 26.9 18.9 0 10 S29 A. 50450 28499 46510 34225 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 46510 34225 45876 34251 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 45876 34251 44400 38260 AG 1300 1.0 0.3 26.9 18.9 0 10

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 4 ANNEXURE : 10 Contd…

Section Link LINK COORDINATES (M) TYPE VPH** EF (G/MI) H W * X1 Y1 X2 Y2 PM10 PM2.5 SO2 NOX (M) (M) D. 44400 38260 44570 38688 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 44570 38688 44274 38998 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 44274 38998 42058 45585 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 42058 45585 40388 48788 AG 1300 1.0 0.3 26.9 18.9 0 10 S30 A. 40388 48788 37158 54325 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 37158 54325 37182 54696 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 37182 54696 36398 56891 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 36398 56891 36459 57147 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 36459 57147 36216 57542 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 36216 57542 36241 58123 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 36241 58123 35780 58993 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 35780 58993 34411 60791 AG 1300 1.0 0.3 26.9 18.9 0 10 S31 A. 34411 60791 34089 60936 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 34089 60936 33870 61737 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 33870 61737 34203 63534 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 34203 63534 34668 63736 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 34668 63736 34540 64360 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 34540 64360 34301 64747 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 34301 64747 34382 65080 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 34382 65080 34049 66106 AG 1300 1.0 0.3 26.9 18.9 0 10 S32 A. 34049 66106 33415 68824 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 33415 68824 32525 69675 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 32525 69675 32078 69981 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 32078 69981 32038 70741 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 32038 70741 31251 73221 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 31251 73221 31387 73688 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 31387 73688 31200 74616 AG 1300 1.0 0.3 26.9 18.9 0 10 H. 31200 74616 30736 75063 AG 1300 1.0 0.3 26.9 18.9 0 10 S33 A. 30736 75063 30484 76656 AG 1300 1.0 0.3 26.9 18.9 0 10 B. 30484 76656 30044 76967 AG 1300 1.0 0.3 26.9 18.9 0 10 C. 30044 76967 30254 77846 AG 1300 1.0 0.3 26.9 18.9 0 10 D. 30254 77846 30123 78497 AG 1300 1.0 0.3 26.9 18.9 0 10 E. 30123 78497 29041 80276 AG 1300 1.0 0.3 26.9 18.9 0 10 F. 29041 80276 28263 84098 AG 1300 1.0 0.3 26.9 18.9 0 10 G. 28263 84098 25422 88031 AG 1300 1.0 0.3 26.9 18.9 0 10

* Figures are magnified 10 times from actual Figures. ** Figures are magnified 100 times from actual Figures.

RECEPTOR WISE RESULTS

The receptors have been assumed at a distance of 10 m from the centre of the road and receptor wise results are listed below:

Sec. Receptor CO-Ordinates (m) PM10 PM2.5 SO2 NOx No. No X Y Z µg/m3 µg/m3 PPM** µg/m3 PPM* µg/m3 S05 65 3983 76124 1.5 0.000 0.000 0.00 0.00 0.00 0.00 66 3259 76129 1.5 0.717 0.200 1.70 2.24 0.73 15.39 67 3161 76088 1.5 0.882 0.247 2.10 2.77 0.90 18.97 68 3973 76144 1.5 0.000 0.000 0.00 0.00 0.00 0.00

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 5 ANNEXURE : 10 Contd…

Sec. Receptor CO-Ordinates (m) PM10 PM2.5 SO2 NOx No. No X Y Z µg/m3 µg/m3 PPM** µg/m3 PPM* µg/m3 69 3255 76149 1.5 0.000 0.000 0.00 0.00 0.00 0.00 70 3153 76106 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S07 85 25412 88028 1.5 0.597 0.167 1.40 1.84 0.61 12.86 86 25326 88138 1.5 1.029 0.288 2.40 3.16 1.05 22.13 87 25420 88310 1.5 0.040 0.011 0.10 0.13 0.04 0.84 88 25655 88392 1.5 0.660 0.184 1.60 2.11 0.67 14.12 89 25649 88477 1.5 0.583 0.163 1.40 1.84 0.59 12.44 90 25468 88774 1.5 0.000 0.000 0.00 0.00 0.00 0.00 91 25430 88037 1.5 0.001 0.000 0.00 0.00 0.00 0.00 92 25350 88140 1.5 0.127 0.035 0.30 0.40 0.13 2.74 93 25434 88293 1.5 0.898 0.251 2.10 2.77 0.91 19.18 94 25676 88378 1.5 0.000 0.000 0.00 0.00 0.00 0.00 95 25669 88484 1.5 0.000 0.000 0.00 0.00 0.00 0.00 96 25486 88783 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S08 97 25468 88774 1.5 0.599 0.167 1.40 1.84 0.61 12.86 98 24981 89930 1.5 0.714 0.200 1.70 2.24 0.73 15.39 99 24426 89725 1.5 0.858 0.240 2.00 2.63 0.87 18.34 100 24224 89120 1.5 0.019 0.005 0.00 0.00 0.02 0.42 101 24378 88289 1.5 0.013 0.004 0.00 0.00 0.01 0.21 102 21430 87495 1.5 0.715 0.200 1.70 2.24 0.73 15.39 103 21262 87831 1.5 0.642 0.180 1.50 1.98 0.65 13.70 104 20702 88219 1.5 0.581 0.162 1.40 1.84 0.59 12.44 105 20662 87785 1.5 0.032 0.009 0.10 0.13 0.03 0.63 106 25486 88783 1.5 0.000 0.000 0.00 0.00 0.00 0.00 107 24992 89955 1.5 0.000 0.000 0.00 0.00 0.00 0.00 108 24411 89740 1.5 0.000 0.000 0.00 0.00 0.00 0.00 109 24203 89121 1.5 0.830 0.232 2.00 2.63 0.84 17.70 110 24355 88303 1.5 0.643 0.180 1.50 1.98 0.65 13.70 111 21441 87519 1.5 0.003 0.001 0.00 0.00 0.00 0.00 112 21277 87845 1.5 0.001 0.000 0.00 0.00 0.00 0.00 113 20686 88255 1.5 0.000 0.000 0.00 0.00 0.00 0.00 114 20640 87771 1.5 0.596 0.167 1.40 1.84 0.61 12.86 AQ4 24640 89946 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S09 115 20662 87785 1.5 0.000 0.000 0.00 0.00 0.00 0.00 116 20913 87706 1.5 0.000 0.000 0.00 0.00 0.00 0.00 117 20921 87499 1.5 0.000 0.000 0.00 0.00 0.00 0.00 118 19503 86484 1.5 0.939 0.263 2.20 2.90 0.96 20.23 119 19236 86001 1.5 0.046 0.013 0.10 0.13 0.05 1.05 120 18578 85549 1.5 1.023 0.286 2.40 3.16 1.04 21.92 121 17920 84731 1.5 0.222 0.062 0.50 0.66 0.23 4.85 122 15440 82940 1.5 0.951 0.266 2.30 3.03 0.97 20.44 123 14788 81885 1.5 0.042 0.012 0.10 0.13 0.04 0.84 124 20640 87771 1.5 0.080 0.022 0.20 0.26 0.08 1.69 125 20894 87691 1.5 0.719 0.201 1.70 2.24 0.73 15.39 126 20901 87509 1.5 0.707 0.198 1.70 2.24 0.72 15.18 127 19487 86498 1.5 0.064 0.018 0.20 0.26 0.06 1.26 128 19221 86015 1.5 0.928 0.260 2.20 2.90 0.94 19.81 129 18565 85563 1.5 0.087 0.024 0.20 0.26 0.09 1.90

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 6 ANNEXURE : 10 Contd…

Sec. Receptor CO-Ordinates (m) PM10 PM2.5 SO2 NOx No. No X Y Z µg/m3 µg/m3 PPM** µg/m3 PPM* µg/m3 130 17906 84746 1.5 0.952 0.266 2.30 3.03 0.97 20.44 131 15425 82954 1.5 0.086 0.024 0.20 0.26 0.09 1.90 132 14772 81897 1.5 0.966 0.270 2.30 3.03 0.98 20.66 S10 133 14788 81885 1.5 0.000 0.000 0.00 0.00 0.00 0.00 134 12964 80037 1.5 0.657 0.184 1.60 2.11 0.67 14.12 135 9902 81949 1.5 0.549 0.154 1.30 1.71 0.56 11.80 136 9690 82305 1.5 0.633 0.177 1.50 1.98 0.64 13.49 137 9047 82578 1.5 0.622 0.174 1.50 1.98 0.63 13.28 138 8574 82537 1.5 0.744 0.208 1.80 2.37 0.76 16.02 139 7164 82865 1.5 0.665 0.186 1.60 2.11 0.68 14.33 140 6701 82748 1.5 0.825 0.231 2.00 2.63 0.84 17.70 141 5507 82959 1.5 0.685 0.191 1.60 2.11 0.70 14.75 142 14772 81897 1.5 0.000 0.000 0.00 0.00 0.00 0.00 143 12961 80062 1.5 0.721 0.202 1.70 2.24 0.73 15.39 144 9917 81964 1.5 0.000 0.000 0.00 0.00 0.00 0.00 145 9704 82321 1.5 0.000 0.000 0.00 0.00 0.00 0.00 146 9050 82599 1.5 0.000 0.000 0.00 0.00 0.00 0.00 147 8575 82558 1.5 0.000 0.000 0.00 0.00 0.00 0.00 148 7163 82885 1.5 0.000 0.000 0.00 0.00 0.00 0.00 149 6701 82768 1.5 0.000 0.000 0.00 0.00 0.00 0.00 150 5513 82978 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ3 13668 80644 1.5 0.043 0.012 0.10 0.13 0.04 0.84 S11 151 5507 82959 1.5 0.000 0.000 0.00 0.00 0.00 0.00 152 4343 83530 1.5 0.597 0.167 1.40 1.84 0.61 12.86 153 3834 83386 1.5 0.797 0.223 1.90 2.50 0.81 17.07 154 4823 80447 1.5 0.000 0.000 0.00 0.00 0.00 0.00 155 4945 80078 1.5 0.000 0.000 0.00 0.00 0.00 0.00 156 4842 78913 1.5 0.000 0.000 0.00 0.00 0.00 0.00 157 4496 78346 1.5 0.004 0.001 0.00 0.00 0.00 0.00 158 4336 77926 1.5 0.000 0.000 0.00 0.00 0.00 0.00 159 4351 77610 1.5 0.000 0.000 0.00 0.00 0.00 0.00 160 5513 82978 1.5 0.000 0.000 0.00 0.00 0.00 0.00 161 4345 83551 1.5 0.000 0.000 0.00 0.00 0.00 0.00 162 3808 83399 1.5 0.000 0.000 0.00 0.00 0.00 0.00 163 4804 80441 1.5 0.652 0.182 1.60 2.11 0.66 13.91 164 4924 80076 1.5 0.644 0.180 1.50 1.98 0.66 13.91 165 4823 78919 1.5 0.782 0.219 1.90 2.50 0.80 16.86 166 4478 78355 1.5 0.896 0.251 2.10 2.77 0.91 19.18 167 4316 77929 1.5 0.882 0.247 2.10 2.77 0.90 18.97 168 4331 77614 1.5 0.703 0.197 1.70 2.24 0.72 15.18 AQ2 3978 83321 1.5 0.106 0.030 0.30 0.40 0.11 2.32 S12 169 4351 77610 1.5 0.000 0.000 0.00 0.00 0.00 0.00 170 4193 77324 1.5 0.000 0.000 0.00 0.00 0.00 0.00 171 4305 76954 1.5 0.000 0.000 0.00 0.00 0.00 0.00 172 4013 76915 1.5 0.831 0.232 2.00 2.63 0.85 17.92 173 3993 76144 1.5 0.000 0.000 0.00 0.00 0.00 0.00 174 4331 77614 1.5 0.000 0.000 0.00 0.00 0.00 0.00 175 4171 77326 1.5 0.900 0.252 2.10 2.77 0.92 19.39

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 7 ANNEXURE : 10 Contd…

Sec. Receptor CO-Ordinates (m) PM10 PM2.5 SO2 NOx No. No X Y Z µg/m3 µg/m3 PPM** µg/m3 PPM* µg/m3 176 4279 76970 1.5 0.630 0.176 1.50 1.98 0.64 13.49 177 3993 76932 1.5 0.041 0.012 0.10 0.13 0.04 0.84 178 3973 76144 1.5 0.707 0.198 1.70 2.24 0.72 15.18 S23 345 59005 6662 1.5 0.000 0.000 0.00 0.00 0.00 0.00 346 58673 6598 1.5 0.730 0.204 1.70 2.24 0.74 15.60 347 58298 7053 1.5 0.583 0.163 1.40 1.84 0.59 12.44 348 57776 6860 1.5 0.876 0.245 2.10 2.77 0.89 18.76 349 57410 6909 1.5 0.689 0.193 1.60 2.11 0.70 14.75 350 56548 6403 1.5 0.918 0.257 2.20 2.90 0.93 19.60 351 56402 6461 1.5 0.591 0.165 1.40 1.84 0.60 12.65 352 56349 6302 1.5 0.062 0.017 0.10 0.13 0.06 1.26 353 54884 5706 1.5 0.863 0.241 2.10 2.77 0.88 18.55 354 59002 6682 1.5 0.000 0.000 0.00 0.00 0.00 0.00 355 58681 6620 1.5 0.000 0.000 0.00 0.00 0.00 0.00 356 58305 7077 1.5 0.000 0.000 0.00 0.00 0.00 0.00 357 57774 6881 1.5 0.000 0.000 0.00 0.00 0.00 0.00 358 57406 6930 1.5 0.000 0.000 0.00 0.00 0.00 0.00 359 56546 6425 1.5 0.001 0.000 0.00 0.00 0.00 0.00 360 56390 6488 1.5 0.000 0.000 0.00 0.00 0.00 0.00 361 56333 6317 1.5 0.893 0.250 2.10 2.77 0.91 19.18 362 54869 5721 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S24 363 54884 5706 1.5 0.000 0.000 0.00 0.00 0.00 0.00 364 54229 4209 1.5 0.000 0.000 0.00 0.00 0.00 0.00 365 53663 4028 1.5 0.813 0.227 1.90 2.50 0.83 17.49 366 52506 4131 1.5 0.645 0.180 1.50 1.98 0.66 13.91 367 51623 4740 1.5 0.584 0.163 1.40 1.84 0.59 12.44 368 51231 4619 1.5 0.767 0.215 1.80 2.37 0.78 16.44 369 50421 5337 1.5 0.558 0.156 1.30 1.71 0.57 12.01 370 50216 5764 1.5 0.603 0.169 1.40 1.84 0.61 12.86 371 49204 6252 1.5 0.630 0.176 1.50 1.98 0.64 13.49 372 54869 5721 1.5 0.000 0.000 0.00 0.00 0.00 0.00 373 54214 4226 1.5 0.908 0.254 2.20 2.90 0.92 19.39 374 53660 4049 1.5 0.032 0.009 0.10 0.13 0.03 0.63 375 52513 4151 1.5 0.000 0.000 0.00 0.00 0.00 0.00 376 51626 4762 1.5 0.000 0.000 0.00 0.00 0.00 0.00 377 51236 4642 1.5 0.000 0.000 0.00 0.00 0.00 0.00 378 50437 5349 1.5 0.000 0.000 0.00 0.00 0.00 0.00 379 50231 5779 1.5 0.000 0.000 0.00 0.00 0.00 0.00 380 49211 6271 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ24 54308 4150 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S25 381 49204 6252 1.5 0.003 0.001 0.00 0.00 0.00 0.00 382 48484 6458 1.5 0.588 0.165 1.40 1.84 0.60 12.65 383 48013 7092 1.5 0.629 0.176 1.50 1.98 0.64 13.49 384 47126 7170 1.5 0.666 0.186 1.60 2.11 0.68 14.33 385 46941 7312 1.5 0.954 0.267 2.30 3.03 0.97 20.44 386 47089 7550 1.5 0.629 0.176 1.50 1.98 0.64 13.49 387 46894 8104 1.5 0.593 0.166 1.40 1.84 0.60 12.65 388 46628 8445 1.5 0.000 0.000 0.00 0.00 0.00 0.00

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 8 ANNEXURE : 10 Contd…

Sec. Receptor CO-Ordinates (m) PM10 PM2.5 SO2 NOx No. No X Y Z µg/m3 µg/m3 PPM** µg/m3 PPM* µg/m3 389 46868 8568 1.5 0.000 0.000 0.00 0.00 0.00 0.00 390 49211 6271 1.5 0.000 0.000 0.00 0.00 0.00 0.00 391 48496 6475 1.5 0.000 0.000 0.00 0.00 0.00 0.00 392 48024 7112 1.5 0.000 0.000 0.00 0.00 0.00 0.00 393 47133 7189 1.5 0.000 0.000 0.00 0.00 0.00 0.00 394 46967 7317 1.5 0.006 0.002 0.00 0.00 0.01 0.21 395 47111 7547 1.5 0.000 0.000 0.00 0.00 0.00 0.00 396 46912 8114 1.5 0.000 0.000 0.00 0.00 0.00 0.00 397 46659 8438 1.5 0.897 0.251 2.10 2.77 0.91 19.18 398 46887 8555 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ25 58509 6999 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S26 399 46868 8568 1.5 0.760 0.213 1.80 2.37 0.77 16.23 400 46897 8887 1.5 0.979 0.274 2.30 3.03 1.00 21.08 401 47865 10345 1.5 0.722 0.202 1.70 2.24 0.74 15.60 402 47869 10753 1.5 0.729 0.204 1.70 2.24 0.74 15.60 403 48580 11483 1.5 0.841 0.235 2.00 2.63 0.86 18.13 404 49204 12671 1.5 0.723 0.202 1.70 2.24 0.74 15.60 405 49219 13118 1.5 0.945 0.264 2.20 2.90 0.96 20.23 406 49422 13550 1.5 0.192 0.054 0.50 0.66 0.20 4.22 407 49725 13803 1.5 0.000 0.000 0.00 0.00 0.00 0.00 408 46887 8555 1.5 0.002 0.000 0.00 0.00 0.00 0.00 409 46916 8880 1.5 0.030 0.009 0.10 0.13 0.03 0.63 410 47885 10339 1.5 0.003 0.001 0.00 0.00 0.00 0.00 411 47889 10745 1.5 0.608 0.170 1.40 1.84 0.62 13.07 412 48597 11471 1.5 0.000 0.000 0.00 0.00 0.00 0.00 413 49224 12666 1.5 0.000 0.000 0.00 0.00 0.00 0.00 414 49238 13113 1.5 0.003 0.001 0.00 0.00 0.00 0.00 415 49438 13537 1.5 0.825 0.231 2.00 2.63 0.84 17.70 416 49748 13796 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ23 46768 8855 1.5 0.140 0.039 0.30 0.40 0.14 2.95 S27 417 49725 13803 1.5 0.619 0.173 1.50 1.98 0.63 13.28 418 49488 14634 1.5 0.869 0.243 2.10 2.77 0.88 18.55 419 49807 15277 1.5 0.734 0.205 1.70 2.24 0.75 15.81 420 50130 17594 1.5 0.581 0.163 1.40 1.84 0.59 12.44 421 49897 17945 1.5 0.649 0.182 1.50 1.98 0.66 13.91 422 49786 18703 1.5 0.821 0.230 2.00 2.63 0.84 17.70 423 50249 20399 1.5 0.049 0.014 0.10 0.13 0.05 1.05 424 50591 20614 1.5 0.763 0.213 1.80 2.37 0.78 16.44 425 50679 21142 1.5 0.014 0.004 0.00 0.00 0.01 0.21 426 49748 13796 1.5 0.000 0.000 0.00 0.00 0.00 0.00 427 49510 14632 1.5 0.000 0.000 0.00 0.00 0.00 0.00 428 49827 15271 1.5 0.000 0.000 0.00 0.00 0.00 0.00 429 50151 17598 1.5 0.000 0.000 0.00 0.00 0.00 0.00 430 49917 17952 1.5 0.000 0.000 0.00 0.00 0.00 0.00 431 49806 18702 1.5 0.000 0.000 0.00 0.00 0.00 0.00 432 50267 20386 1.5 0.982 0.275 2.30 3.03 1.00 21.08 433 50609 20602 1.5 0.000 0.000 0.00 0.00 0.00 0.00 434 50700 21148 1.5 0.000 0.000 0.00 0.00 0.00 0.00

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 9 ANNEXURE : 10 Contd…

Sec. Receptor CO-Ordinates (m) PM10 PM2.5 SO2 NOx No. No X Y Z µg/m3 µg/m3 PPM** µg/m3 PPM* µg/m3 AQ22 49979 15547 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S28 435 50679 21142 1.5 0.594 0.166 1.40 1.84 0.61 12.86 436 50422 21482 1.5 0.920 0.257 2.20 2.90 0.94 19.81 437 51039 22465 1.5 0.761 0.213 1.80 2.37 0.77 16.23 438 51527 24662 1.5 0.831 0.232 2.00 2.63 0.85 17.92 439 51774 25286 1.5 0.567 0.159 1.30 1.71 0.58 12.22 440 51491 25570 1.5 0.861 0.241 2.00 2.63 0.88 18.55 441 51672 25966 1.5 0.614 0.172 1.50 1.98 0.63 13.28 442 51300 27057 1.5 0.605 0.169 1.40 1.84 0.62 13.07 443 50442 28493 1.5 0.123 0.034 0.30 0.40 0.13 2.74 444 50700 21148 1.5 0.000 0.000 0.00 0.00 0.00 0.00 445 50446 21483 1.5 0.011 0.003 0.00 0.00 0.01 0.21 446 51058 22458 1.5 0.000 0.000 0.00 0.00 0.00 0.00 447 51547 24656 1.5 0.000 0.000 0.00 0.00 0.00 0.00 448 51798 25291 1.5 0.000 0.000 0.00 0.00 0.00 0.00 449 51515 25575 1.5 0.000 0.000 0.00 0.00 0.00 0.00 450 51694 25965 1.5 0.000 0.000 0.00 0.00 0.00 0.00 451 51319 27065 1.5 0.000 0.000 0.00 0.00 0.00 0.00 452 50458 28504 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ21 51702 25562 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S29 453 50442 28493 1.5 0.463 0.129 1.10 1.45 0.47 9.91 454 46505 34215 1.5 0.652 0.182 1.50 1.98 0.66 13.91 455 45869 34241 1.5 0.626 0.175 1.50 1.98 0.64 13.49 456 44389 38260 1.5 0.846 0.237 2.00 2.63 0.86 18.13 457 44558 38686 1.5 0.579 0.162 1.40 1.84 0.59 12.44 458 44266 38993 1.5 0.551 0.154 1.30 1.71 0.56 11.80 459 42049 45582 1.5 0.627 0.175 1.50 1.98 0.64 13.49 460 40379 48783 1.5 0.031 0.009 0.10 0.13 0.03 0.63 461 50458 28504 1.5 0.000 0.000 0.00 0.00 0.00 0.00 462 46516 34235 1.5 0.000 0.000 0.00 0.00 0.00 0.00 463 45883 34261 1.5 0.000 0.000 0.00 0.00 0.00 0.00 464 44410 38260 1.5 0.000 0.000 0.00 0.00 0.00 0.00 465 44581 38690 1.5 0.000 0.000 0.00 0.00 0.00 0.00 466 44283 39003 1.5 0.000 0.000 0.00 0.00 0.00 0.00 467 42068 45589 1.5 0.000 0.000 0.00 0.00 0.00 0.00 468 40396 48793 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ18 44728 37857 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ19 46294 34362 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ20 49379 30412 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S30 469 40379 48783 1.5 0.542 0.152 1.30 1.71 0.55 11.59 470 37148 54323 1.5 0.739 0.207 1.80 2.37 0.75 15.81 471 37172 54695 1.5 0.643 0.180 1.50 1.98 0.65 13.70 472 36388 56890 1.5 0.829 0.232 2.00 2.63 0.84 17.70 473 36448 57145 1.5 0.579 0.162 1.40 1.84 0.59 12.44 474 36205 57539 1.5 0.678 0.190 1.60 2.11 0.69 14.54 475 36231 58121 1.5 0.615 0.172 1.50 1.98 0.63 13.28 476 35772 58987 1.5 0.598 0.167 1.40 1.84 0.61 12.86 477 34405 60782 1.5 0.527 0.147 1.30 1.71 0.54 11.38

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 10 ANNEXURE : 10 Contd…

Sec. Receptor CO-Ordinates (m) PM10 PM2.5 SO2 NOx No. No X Y Z µg/m3 µg/m3 PPM** µg/m3 PPM* µg/m3 478 40396 48793 1.5 0.000 0.000 0.00 0.00 0.00 0.00 479 37168 54328 1.5 0.000 0.000 0.00 0.00 0.00 0.00 480 37193 54698 1.5 0.000 0.000 0.00 0.00 0.00 0.00 481 36409 56891 1.5 0.000 0.000 0.00 0.00 0.00 0.00 482 36469 57148 1.5 0.000 0.000 0.00 0.00 0.00 0.00 483 36226 57544 1.5 0.000 0.000 0.00 0.00 0.00 0.00 484 36251 58125 1.5 0.000 0.000 0.00 0.00 0.00 0.00 485 35789 58998 1.5 0.000 0.000 0.00 0.00 0.00 0.00 486 34417 60799 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ16 36258 56895 1.5 0.084 0.024 0.20 0.26 0.09 1.90 AQ17 40329 49197 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S31 487 34405 60782 1.5 0.080 0.022 0.20 0.26 0.08 1.69 488 34081 60929 1.5 0.620 0.173 1.50 1.98 0.63 13.28 489 33860 61736 1.5 0.796 0.223 1.90 2.50 0.81 17.07 490 34194 63541 1.5 0.027 0.008 0.10 0.13 0.03 0.63 491 34656 63742 1.5 0.625 0.175 1.50 1.98 0.64 13.49 492 34531 64356 1.5 0.612 0.171 1.50 1.98 0.62 13.07 493 34291 64745 1.5 0.840 0.235 2.00 2.63 0.85 17.92 494 34372 65079 1.5 0.645 0.180 1.50 1.98 0.66 13.91 495 34040 66104 1.5 0.000 0.000 0.00 0.00 0.00 0.00 496 34417 60799 1.5 0.000 0.000 0.00 0.00 0.00 0.00 497 34098 60944 1.5 0.000 0.000 0.00 0.00 0.00 0.00 498 33881 61737 1.5 0.000 0.000 0.00 0.00 0.00 0.00 499 34212 63527 1.5 0.902 0.252 2.10 2.77 0.92 19.39 500 34679 63730 1.5 0.000 0.000 0.00 0.00 0.00 0.00 501 34550 64363 1.5 0.000 0.000 0.00 0.00 0.00 0.00 502 34312 64748 1.5 0.000 0.000 0.00 0.00 0.00 0.00 503 34393 65080 1.5 0.000 0.000 0.00 0.00 0.00 0.00 504 34059 66109 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ15 33895 62965 1.5 0.093 0.026 0.20 0.26 0.09 1.90 S32 505 34040 66104 1.5 0.691 0.193 1.60 2.11 0.70 14.75 506 33406 68819 1.5 0.632 0.177 1.50 1.98 0.64 13.49 507 32519 69667 1.5 0.596 0.167 1.40 1.84 0.61 12.86 508 32068 69975 1.5 0.603 0.169 1.40 1.84 0.61 12.86 509 32028 70739 1.5 0.631 0.176 1.50 1.98 0.64 13.49 510 31240 73221 1.5 0.786 0.220 1.90 2.50 0.80 16.86 511 31376 73689 1.5 0.630 0.176 1.50 1.98 0.64 13.49 512 31191 74611 1.5 0.637 0.178 1.50 1.98 0.65 13.70 513 30726 75058 1.5 0.006 0.002 0.00 0.00 0.01 0.21 514 34059 66109 1.5 0.000 0.000 0.00 0.00 0.00 0.00 515 33424 68829 1.5 0.000 0.000 0.00 0.00 0.00 0.00 516 32532 69683 1.5 0.000 0.000 0.00 0.00 0.00 0.00 517 32088 69986 1.5 0.000 0.000 0.00 0.00 0.00 0.00 518 32048 70743 1.5 0.000 0.000 0.00 0.00 0.00 0.00 519 31261 73221 1.5 0.000 0.000 0.00 0.00 0.00 0.00 520 31397 73688 1.5 0.000 0.000 0.00 0.00 0.00 0.00 521 31209 74621 1.5 0.000 0.000 0.00 0.00 0.00 0.00 522 30745 75068 1.5 0.000 0.000 0.00 0.00 0.00 0.00

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 11 ANNEXURE : 10 Contd…

Sec. Receptor CO-Ordinates (m) PM10 PM2.5 SO2 NOx No. No X Y Z µg/m3 µg/m3 PPM** µg/m3 PPM* µg/m3 AQ13 31900 70390 1.5 0.075 0.021 0.20 0.26 0.08 1.69 AQ14 34038 66790 1.5 0.000 0.000 0.00 0.00 0.00 0.00 S33 523 30726 75058 1.5 0.586 0.164 1.40 1.84 0.60 12.65 524 30475 76650 1.5 0.665 0.186 1.60 2.11 0.68 14.33 525 30033 76962 1.5 0.730 0.204 1.70 2.24 0.74 15.60 526 30243 77846 1.5 0.623 0.174 1.50 1.98 0.63 13.28 527 30114 78493 1.5 0.612 0.171 1.50 1.98 0.62 13.07 528 29032 80272 1.5 0.635 0.177 1.50 1.98 0.65 13.70 529 28254 84094 1.5 0.615 0.172 1.50 1.98 0.63 13.28 530 25427 88008 1.5 0.610 0.171 1.50 1.98 0.62 13.07 531 30745 75068 1.5 0.000 0.000 0.00 0.00 0.00 0.00 532 30493 76662 1.5 0.000 0.000 0.00 0.00 0.00 0.00 533 30056 76971 1.5 0.000 0.000 0.00 0.00 0.00 0.00 534 30264 77846 1.5 0.000 0.000 0.00 0.00 0.00 0.00 535 30133 78501 1.5 0.000 0.000 0.00 0.00 0.00 0.00 536 29051 80280 1.5 0.000 0.000 0.00 0.00 0.00 0.00 537 28273 84102 1.5 0.000 0.000 0.00 0.00 0.00 0.00 538 25430 88037 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ10 27893 84863 1.5 0.000 0.000 0.00 0.00 0.00 0.00 AQ11 28877 80380 1.5 0.078 0.022 0.20 0.26 0.08 1.69 AQ12 29995 78244 1.5 0.065 0.018 0.20 0.26 0.07 1.48 MAX 1.029 0.288 2.4 3.16 1.05 22.13 Results are 100 times magnified ** Results are 1000 times magnified

SUMMARY OF MAXIMUM RESULTS Section Magnified Actual (µg/m3) Receptor No. Section 3 PM10 102.9, µg/m 1.028 86 S07 3 PM2.5 28.8, µg/m 0.288 86 S07 SO2 2.4, PPM 3.16 86,120 S07,S09 NOX 1.05, PPM 22.13 86 S07

BACKGROUND NOTES

Emissions from trucks as per norms Emission standards for new heavy-duty engines—applicable as per Bharat Stage IV (applicable nation wide since April 2017).

EU Emission Standards for Heavy-Duty Diesel Engines: Steady-State Testing Stage Date Test CO HC NOx PM PN Smoke g/kWh 1/kWh 1/m Euro III 1999.10 EEV only ESC & ELR 1.5 0.25 2 0.02 0.15 2000.1 2.1 0.66 5 0.10a 0.8 Euro IV 2005.1 1.5 0.46 3.5 0.02 0.5 Euro V 2008.1 1.5 0.46 2 0.02 0.5 Euro VI 2013.01 WHSC 1.5 0.13 0.4 0.01 8.0×1011 a- PM = 0.13 g/kWh for engines < 0.75 dm3 swept volume per cylinder and a rated power speed > 3000 min-1

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 12 ANNEXURE : 10 Contd…

Calculation for Emission from tipping trucks of 20 T capacity which will be plying Truck capacity 20 Te. 16 or 24 Hours/day (operational) vehicle speed 40 Km/hr 178 HP/truck Units NOx PM SO2 Capacity of Diesel Engine g/kWh (Stage : Euro IV) Emission permitted 3.5 0.02 Resultant KWH KWH 135.28 135.28 135.28 Emission from one truck g/truck/hour 473.48 2.7056 67.284 Emission from 1 truck/km g/km 11.84 0.06764 1.6821 Emission from 1 truck/mile g/mile 18.9392 0.10822 2.6914

As per AP-42, 5th Edition of US EPA, Section 13.2.1.3, the quantity of particulate emissions from re-suspension of loose material on the road surface due to vehicle travel on a dry paved road may be estimated using the following empirical expression:

E = [k (sL)0.91 x (W)1.02] x (1-P/4N) where: E = particulate emission factor (having units matching the units of k), k = particle size multiplier for particle size range and units of interest, which will be 0.62 g/VKT for PM10 and 0.15 g/VKT for PM2.5 as per Table 13.2.1-1 of AP-42, US EPA. sL = road surface silt loading (grams per square meter) (g/m2). The average silt content has been taken as 0.03 g/m2 as on page 13.2.1-5 of AP-42, US EPA. W = average weight (tons) of the vehicles travelling the road, which is 20 (average of loaded and empty trucks of 20 Tonne capacity) for the traffic. P = Total wet days with at least 0.254 mm (0.01 in) of precipitation during the averaging period which is 42 days at IMD Khandwa (avg. from 1981-2010), and N = Number of days in the averaging period which is 365 days

Standards for Ambient air quality (CPCB Notification, Delhi, 18th November 2009) 24 hourly Concentration in Ambient Air (µg/m3) Pollutants Industrial, Residential, Ecologically Sensitive area Rural and other area (notified by Central Govt.) Sulphur Dioxide (SO2) 80 80 Oxides of Nitrogen as NO2 80 80 Particulate Matter <10µm (PM10) 100 100 Respirable Particulate Matter <2.5µm (PM2.5) 60 60 Ozone (O3) 100 (8 hourly) 100 (8 hourly) Lead (Pb) 1.0 1.0 Carbon Monoxide (CO) 2 (8 hourly) 2 (8 hourly) Ammonia (NH3) 400 400 Benzene (C6H6) 5 (Annual) 5 (Annual) Benzo(a)Pyrene (BaP), particulate phase only 1 (ng/m3 annual) 1 (ng/m3 annual) Arsenic (As) 6 (ng/m3 annual) 6 (ng/m3 annual) Nickel (Ni) 20 (ng/m3 annual) 20 (ng/m3 annual)

Air Quality Prediction Modelling for impact due to coal transportation trucks to Khargone STPP from Nepanagar railway siding 13