CMPDI Job No. 111274 Summary of Incremental Environmental Impacts and Mitigation Measures to be taken

Type of Additional Impact due to capacity Additional Mitigation Measures Environment expansion from 8.0 to 12.0 MTY Air Environment There will be additional impact on air quality of the  To reduce the air pollution due to road transportation, a railway siding has area due to increased magnitude of operations been proposed. Construction of railway siding is under process and it is and transportation both at the mine and at the expected to be functional by year 2016-17. Doing away completely with road Sheetalpur Railway Siding. transportation of coal will lead to significant improvement in the air quality.  Only wet drilling is carried out presently and the additional drills to be employed will also be of wet type.  More thrust will be put on proper maintenance and handling of drills.  Two nos. of additional mobile water sprinklers (24 kL) will be deployed for suppressing the dust.  During such time as the railway siding is under construction, coal will be wetted before transportation to the existing Sheetalpur railway siding and covering of the coal with tarpaulin to prevent spillage will be strictly imposed.  Water spraying at Sheetalpur Railway siding will be augmented.  Monitoring of PM2.5 will be started at the designated air quality stations and corrective actions taken if the concentrations are found beyond permissible limits. Increase in Dumper trips will increase from about 1600 trips  New railway siding with conveyer belt system has been proposed within traffic density per day to 2400 trips per day. At present coal is leasehold. Construction of railway siding is under process and it is expected outside mine transported to Sheetalpur Railway Siding which is to be functional by year 2016-17, thus eliminating road transportation of coal. leasehold due to 5 kms from the mine. The practice is likely to Transportation continue for 2 more years. of Coal by road Noise and No additional impact is anticipated on the noise  Monitoring at regular intervals will be carried out as per prevailing practice to Ground Vibration level status of the area. There will be some impact monitor the noise level status of the area. on ground vibration due to increased frequency of  Same mitigation measures will be followed in case of ground vibration as blasting suggested in the previous EMP and discussed in Vibration section of Addenda EIA&EMP. Water No additional impact is anticipated  One semi functional ETP is present near the workshop. It is proposed Environment to revive this ETP and make it fully functional within next six months. Page-1 PFR including Addenda EIA & EMP for Sonepur Bazari (Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274  Preparation of design for another ETP and STP is being carried out at CMPDI, HQ, Ranchi. Construction works will start soon.  It is proposed to convert the present one stage settling tank to two stages for which process has been started.  Same mitigation measures will be followed as suggested in the previous EMP and discussed in water Environment section of Addenda EIA & EMP. Soil Environment No additional impact is anticipated  Same mitigation measures will be followed as suggested in the previous EMP and discussed in Soil Environment section of Addenda EIA & EMP. Land No additional impact is anticipated since there is  Backfilling & reclamation followed by plantation. Total area under plantation Environment no change in leasehold area. at the time of mine closure will be 1001.07 Ha and a residual void of 504.0 Ha will be left as lagoon. R & R No additional impact is anticipated. 12 villages  R & R is being undertaken under the new R & R Policy of CIL, 2012 which is were proposed to be rehabilitated which are in higher than the provisions of the approved PR and EIA & EMP. various stages of rehabilitation. However, there  In the approved PR & EC, the no. of PAFs was taken as 2204. However, as will be a slight change in the rehabilitation per a present count, this no. has increased to 3665. programme which will be accelerated to keep pace with quarry progress. Socio-economic There will be further positive impact on socio –  It will improve the living standards of the local people as direct and indirect Profile economic aspect of the area. employment will be generated from capacity expansion. Increase in production will lead to higher fund allocation under CSR which will benefit the people living in nearby areas.  The fund for the CSR will be allocated on the basis of Rs. 5.00 per tonne of coal production of previous year.  Mine is likely to spend about 60 crore / annum on CSR, when the production reaches 12 MTY. This fund will be used to enhance the social infrastructure of the locality, and it will have positive impact on standard of living.

Page-2 PFR including Addenda EIA & EMP for Sonepur Bazari (Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

Incremental Environmental Impacts and Mitigation Measures to be taken

Page-3 PFR including Addenda EIA & EMP for Sonepur Bazari (Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 RISK ASSESSMENT

AIR ENVIRONMENT 1. Present Air Quality Status After obtaining EC for the project, routine environmental monitoring has been carried out since Q/E June’1996 by CMPDI, RI-I, to study the ambient air quality within the area. Results for the last four quarters i.e, Quarter ending June, 2013, September, 2013, December, 2013 and March, 2014 are well within the prescribed limits of MoEF as shown in the tables below: Stn Monitoring Station Sampling RPM SPM SO2 NOX Noise Station No Date µg/m3 µg/m3 µg/m3 µg/m Level Category 3 dB(A) Training Centre 06-May-13 126.4 294.6 <10.0 22.8 58.9 Training Centre 07-May-13 132.1 316.8 <10.0 20.2 - Training Centre 01-Jul-13 108.6 274.2 <10.0 24.4 59.4 A1 Training Centre 02-Jul-13 110.4 258.7 <10.0 22.9 - Industrial

Training Centre 23-Oct-13 108.6 221.4 <10.0 23.8 57.2 Training Centre 24-Oct-13 105.8 212.8 <10.0 24.2 - Training Centre 03-Mar-14 115.8 239.2 <10.0 24.8 57.7 Training Centre 04-Mar-14 117.3 237.6 <10.0 24.4 - Dispensary 06-May-13 72.8 164.1 <10.0 10.4 46.4 Dispensary 07-May-13 74.2 168.2 <10.0 12.6 - Dispensary 01-Jul-13 74.2 152.8 <10.0 12.6 44.1 A2 Dispensary 02-Jul-13 70.2 148.9 <10.0 10.8 - Residential

Dispensary 23-Oct-13 69.2 134.8 <10.0 16.2 48.4 Dispensary 24-Oct-13 68.4 132.6 <10.0 16 - Dispensary 03-Mar-14 74.6 137.3 <10.0 15.3 48.2 Dispensary 04-Mar-14 73.1 134.9 <10.0 15 - Kenda Area GM Office 06-May-13 76.3 168.3 <10.0 18.2 52.7 Kenda Area GM Office 07-May-13 72.6 162.7 <10.0 16.4 - Kenda Area GM Office 01-Jul-13 84.2 168.7 <10.0 16.2 54.7 A3 Kenda Area GM Office 02-Jul-13 80.6 159.2 <10.0 14.3 - Industrial

Kenda Area GM Office 23-Oct-13 78.6 152.8 <10.0 19 50.8 Kenda Area GM Office 24-Oct-13 84 166.8 <10.0 20.2 - Kenda Area GM Office 03-Mar-14 86.5 167.4 <10.0 18.2 51.6 Kenda Area GM Office 04-Mar-14 88.2 169.3 <10.0 19.2 - CISF Camp/Office 06-May-13 116.8 234.6 <10.0 18.7 54.8 CISF Camp/Office 07-May-13 112.9 228.3 <10.0 16.8 - CISF Camp/Office 01-Jul-13 102.8 216.4 <10.0 20.3 52.8 A4 CISF Camp/Office 02-Jul-13 98.7 208.4 <10.0 18.2 - Industrial

CISF Camp/Office 23-Oct-13 84.2 172.2 <10.0 19.4 51.6 CISF Camp/Office 24-Oct-13 94.5 189 <10.0 19.2 - CISF Camp/Office 03-Mar-14 95.8 182.4 <10.0 20.6 52.4 CISF Camp/Office 04-Mar-14 96.2 189.9 <10.0 20.9 -

Page-1 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 Air quality report for Q/E June’14: Stn Monitoring Sampling RPM SPM SO2 NOX Noise Level Station No Station Date dB(A) Category A1 Training Centre 12-May-14 141.8 292.6 <10.0 26.1 57.5 Industrial A2 Dispensary 12-May-14 86.4 153.7 <10.0 14.6 47.6 Residential A3 Kenda Area GM 12-May-14 117.1 221.5 <10.0 16.4 51.9 Industrial Office A4 CISF 12-May-14 128.9 270.2 <10.0 22.3 51.8 Industrial Camp/Office A1 Training Centre 13-May-14 144.6 298.4 <10.0 24.5 - Industrial A2 Dispensary 13-May-14 84.8 151.2 <10.0 12.1 - Residential A3 Kenda Area GM 13-May-14 114.6 218.9 <10.0 18.7 - Industrial Office A4 CISF 13-May-14 130.6 273.7 <10.0 20.2 - Industrial Camp/Office

A map showing location of regular ambient air quality monitoring stations is given as plate – 5.

Air Quality Standards for Coal Mines in Coalfield (Old Coalfileds)

(i) Stipulated by Ministry of Environment and Forests (MoEF), Vide Notification No. GSR 742(E), Dt: 25.09.2000

Pollutant Concentration (μg RPM SPM SO2 NOx /cum) Annual Average 250 500 80 80 24 hr Average(Mining Areas) 300 700 120 120 24 hr Average( Residential 100 200 80 80 Areas)

(ii) Environmental standards vide MOEF, Govt. of Extraordinary Gazette notification No.660 dated 16.11.2009:

Pollutant Concentration (μg/cum) PM10 PM2.5 SO2 NOx Annual Average 60 40 50 20 24 hr Average 100 60 80 80 Observation

Ambient air quality at all 4 monitoring locations is found within the limits provided as above. The SPM concentration was found in the range of 132.6 to 316.8 µg/m3 and the RPM concentration was found in the range of 68.4 to 144.6 µg/m3. The SO2 concentration remained below 10.0 3 µg/m and NOX concentration was in the range of 10.4 to 26.1 µg/m3.

Graphical representation of pollution level is provided below:

Page-2 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 Charts showing RPM and SPM levels in industrial locations for the year 2013-14

RPM in Industrial locations of Sonepur-Bazari OCP 350

300

250 3 200 A1(Training Centre)

150 A3(Kenda Area GM Office) RPM in µg/m in RPM 100 A4(CISF Camp/Office) CPCB Limit 50

0

SPM in Industrial locations of Sonepur-Bazari OCP 800 700

3 600 500 400 A1(Training Centre) 300 A3(Kenda Area GM Office) A4(CISF Camp/Office) SPM level level µg/m in SPM 200 CPCB Limit 100 0

Page-3 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 Charts showing RPM and SPM levels in Residential locations

for the year 2013-14

RPM Level in residetial location of Sonepur-Bazari OCP 120

100

3 80

60 A2 (Dispensary)

RPM in µg/m in RPM 40 CPCB Limit 20

0

SPM level in residential location of Sonepur-Bazari OCP 250

200 3 150

100 A2 (Dispensary) SPM in µg/m in SPM CPCB Limit 50

0

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CMPDI Job No. 111274

2. Baseline Ambient Air Quality Baseline data was generated in pre-monsoon season (1st April to 23rd June), 2012 for Cluster-12 (group of mines). Sonepur-Bazari OC falls within this cluster of mines. Below is the air quality baseline data generated for the core zone of Sonepur-Bazari OC

PM10 PM2.5 SO2 NOx NH3 O3 C6H6 CO BaP Pb As Cr Hg Ni Week Date 3 3 3 3 3 3 3 3 3 3 3 3 3 3 µg/m µg/m µg/m µg/m µg/m µg/m µg/m µg/m ng/m µg/m ng/m ng/m ng/m ng/m 06.04.2012 70 21 9.5 20.5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL I 07.04.2012 69 19 8.5 18.4 23 BDL BDL BDL BDL BDL BDL 0.02 BDL BDL 09.04.2012 68 21 10.1 17.8 23 BDL BDL BDL BDL BDL BDL 0.02 BDL BDL II 10.04.2012 65 19 10.7 18.0 26 BDL BDL BDL BDL BDL BDL 0.02 BDL BDL 18.04.2012 64 20 8.9 18.9 27 BDL BDL BDL BDL 0.01 BDL BDL BDL BDL III 19.04.2012 61 19 7.4 19.7 28 BDL BDL BDL BDL 0.02 BDL 0.01 BDL 0.02 24.04.2012 53 19 7.2 18.4 25 BDL BDL BDL BDL 0.02 BDL 0.02 BDL 0.03 IV 25.04.2012 56 19 7.4 18.9 27 BDL BDL BDL BDL 0.03 BDL 0.02 BDL 0.04 02.05.2012 60 19 7.6 17.5 BDL BDL BDL BDL BDL 0.01 BDL 0.02 BDL 0.06 V 03.05.2012 65 19 8.7 17.7 BDL BDL BDL BDL BDL 0.01 BDL 0.02 BDL 0.06 11.05.2012 62 17 8.5 18.4 BDL BDL BDL BDL BDL 0.04 BDL 0.02 BDL 0.05 VI 12.05.2012 63 17 8.2 18.4 BDL BDL BDL BDL BDL 0.02 BDL 0.02 BDL 0.04 13.05.2012 72 20 8.9 18.7 BDL BDL BDL BDL BDL 0.04 BDL BDL BDL 0.03 VII 14.05.2012 62 17 9.4 18.9 21 BDL BDL BDL BDL BDL BDL BDL BDL BDL 24.05.2012 64 19 9.2 19.2 23 BDL BDL BDL BDL BDL BDL BDL BDL BDL VIII 25.05.2012 66 18 9.8 20.0 23 BDL BDL BDL BDL BDL BDL BDL BDL BDL 05.06.2012 64 17 9.0 20.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL IX 06.06.2012 67 18 9.4 20.0 21 BDL BDL BDL BDL BDL BDL BDL BDL BDL 11.06.2012 69 21 9.7 21.8 BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.02 X 12.06.2012 72 25 8.2 21.1 23 BDL BDL BDL BDL BDL BDL BDL BDL 0.02 14.06.2012 71 25 10.9 18.5 25 BDL BDL BDL BDL BDL BDL BDL BDL 0.02 XI 15.06.2012 71 24 10.4 21.6 21 BDL BDL BDL BDL BDL BDL BDL BDL 0.04 19.06.2012 62 22 10.7 20.0 23 BDL BDL BDL BDL BDL BDL BDL BDL 0.02 XII 20.06.2012 66 24 10.4 20.1 23 BDL BDL BDL BDL BDL BDL BDL BDL 0.05 CPCB LIMIT 100 60 80 80 400 100 05 2000 01 1.0 06 - - 20 3 3 3 BDL Values for O3 = <10 µg/m BDL Values for C6H6 = <0.01 µg/m BDL Values for CO = <114.5 µg/m 3 3 3 BDL Values for NH3 = <20 µg/m BDL Values for BaP = <1 ng/m BDL Values for Lead = <0.01 ng/m BDL Values for As = < 0.30 ng/m3 BDL Values for Cr = <0.01 ng/m3 BDL Values for Hg: <0.01 ng/m3 BDL Values for Ni = <0.02 ng/m3

Page-5 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

3. Anticipated Impact on Air Quality due to increase in Peak Capacity and Proposed Mitigation Measures The coal production from the mine during the year 2013 – 14 was 6.4 MT (average of 19394 TPD) while OBR produced was 27.64 million m3 (average 83758 m3 / day. OB is being generated. The OB is being dumped internally while produced coal is transported to the Railway Siding at Sheetalpur, 5 kms away by road by 15 te capacity dumpers. The quantum of incremental impact on air quality has been assessed by running the Fugitive Dust Model (FDM) of the USEPA for which the worst scenario has been taken for the year 2016 – 17 with coal output at 12 MTY (36364 TPD) and OB generation at 81.26 Mcum (246242 m3/day). A new railway siding with conveyer belt system has been proposed within leasehold. Construction of railway siding is under process and it is expected to be functional by year 2016- 17, thus eliminating road transportation of coal, thereafter. The model has therefore been used to predict the incremental TSP at designated receptors where the baseline levels of TSP are known for 2 (two) scenarios, viz. Scenario A : Incremental impact for capacity enhancement from 8.0 MTY to 12.0 MTY keeping present road transportation of coal to Sheetalpur railway siding, 5 kms away, which is likely to be continued till 2016 – 17. Scenario B : Incremental impact for capacity enhancement from 8.0 MTY to 12.0 MTY after road transportation is done away with which is likely to be achieved after 2016 – 17 with the commissioning of the proposed railway siding at the mine.

Estimation of Incremental & Resultant PM10 Concentration at receptors for Scenario – A Table – 1 : Source Emission Inventory Source Activities TSP generation TSP generation Increase/Decrease Identification under Present under Future in pollutant load Scenario (8.0 Scenario (12.0 (kg/day) MTY) MTY) ( kg/day) ( kg/day) 1)Top Soil Removal 401.30 864.06 462.76 2)OB Removal a) Drilling 123.70 266.35 142.65 b) Blasting 236.14 746.07 509.93 c) Dumper loading by 498.17 1072.63 OCP Shovel 574.46 d) OB Transportation 53375.14 114924.9 61549.76 e) OB Unloading 276.16 595.90 319.74 3) Coal Extraction Page-6 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 Source Activities TSP generation TSP generation Increase/Decrease Identification under Present under Future in pollutant load Scenario (8.0 Scenario (12.0 (kg/day) MTY) MTY) ( kg/day) ( kg/day) a) Drilling 6.67 10.00 3.33 b) Blasting 10.71 19.67 8.96 c) Loading of coal for 224.00 336.00 transportation to Railway Siding 112 d) Transportation of 12000.00 (Vehicle 18000.00 (Vehicle coal to depot/CHP Kilometers Kilometers Travelled Travelled (VKT) is (VKT) is 16000 per 10667 per day) day) 6000 4) Wind Erosion in 65.75 65.75 0 active dumps Total for OCP 67217.74 136901.3 69683.59 a) Unloading of coal 773.33 1160.00 386.67 at depot/CHP b) Coal crushing at 80.00 120.00 40 CHP depot/CHP & handling c) Loading of coal for 1120.00 1680.00 560 transportation to Rly siding Total for CHP 1973.33 2960 986.67 Road Coal transportation by 24000.00 36000.00 12000.00 road from mine to Railway Siding Total for Road 24000.00 36000.00 12000.00 Railway Truck unloading of 703.03 1054.54 351.51 Siding Coal at railway siding Wagon loading of coal 2036.36 3054.54 1018.18 at railway siding Wind erosion 0.058 0.058 0

Total for Railway Siding 2739.448 4109.138 1369.69

Page-7 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 Table – 2 : Predicted Incremental concentration and resultant concentration of PM10 at different sampling stations (receptors) for Scenario – A Zone Station 98th Maximum Incremental value estimated Resultant Category percentile by FDM Modeling air quality values of (24 hourly concentration) after Ambient proposed air quality Production Production at Incremental expansion Generated at 8.0 MTY 12.0 MTY with dust due to in (X) coal proposed Baseline transportation expansion Data in by road to (Y-X) 2006 Railway siding at Sheetalpur RS (Y) 3 PM10 in µ g/ m Baseline Data Generated in 2006 Core/ Training 134.00 0.03 0.04 0.01 134.01 Industrial Centre, A1 Buffer/ , 60.00 0.00 0.00 0.00 60.0 Residential A2 Vivekananda 65.00 23.79 49.12 25.33 90.33 Hostel, Kottadih, A3 Nakrakonda 64.00 1.94 2.91 0.96 64.96 Village, A4 60.00 0.00 0.00 0.00 60.00 Colony, A5 Colony, 64.00 0.00 0.00 0.00 64.00 A6 Current Monitoring Stations (air quality at quarter ending June’14)

PM10 values monitored in Q/E June’14 (µ g/ m3) Core/Industrial Training 144.60 0.03 0.04 0.01 144.61 Centre CISF 86.40 18.44 37.24 18.81 105.21 Camp/Office Residential Dispensary 117.10 0.00 0.00 0.00 117.10 Kenda Area 130.60 0.11 0.17 0.06 130.66 Office

Page-8 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 Estimation of Incremental & Resultant PM10 Concentration at receptors for Scenario – B Table – 4 : Source Emission Inventory

The contributions from different mining activities as already tabulated for Scenario A will remain unchanged for all activities other than road transportation which will be NIL under Scenario B since road transportation of coal will cease completely after commissioning of the proposed railway siding at the mine.

Table – 4 : Predicted Incremental concentration and resultant concentration of PM10 at different sampling stations (receptors) for Scenario – B Zone Station 98th Maximum Incremental value estimated Resultant Category percentile by FDM Modeling air quality values of (24 hourly concentration) after Ambient (µg/ m3) proposed air quality Production Production at Incremental expansion Generated at 8.0 MTY 12.0 MTY with dust due to in (X) coal proposed Baseline transportation expansion Data in from conveyor (Y-X) 2006 belt to proposed RS (Y) 3 PM10 in µ g/ m Baseline Data Generated in 2006 Core/ Training Centre, A1 134.00 0.03 0.02 0.00 134.00 Industrial Buffer/ Chinchuria, A2 60.00 0.00 0.00 0.00 60.00 Residential Vivekananda Hostel, 65.00 23.79 48.69 24.90 89.90 Kottadih, A3 Nakrakonda Village, A4 64.00 1.94 2.90 0.95 64.95 Tilaboni Colony, A5 60.00 0.00 0.00 0.00 60.00 Siduli Colony, A6 64.00 0.00 0.00 0.00 64.00 Current Monitoring Stations (air quality at quarter ending June’14) PM10 values monitored in Q/E June’14 (µ g/ m3) Core/Industrial Training Centre 144.60 0.03 0.04 0.01 144.61 CISF Camp/Office 86.40 18.44 35.29 16.85 103.25 Residential Dispensary 117.10 0.00 0.00 0.00 117.10 Kenda Area Office 130.60 0.11 0.17 0.06 130.66

Page-9 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 Observations: On comparing the two scenarios, it can be observed that the quantity of fugitive dust has reduced due to commissioning of proposed Railway Siding and transport of coal by conveyor belt.

The concentration of dust is relatively higher at one receptor, Training Centre which is located very close to mine workings and hence additional mitigation measures will be adopted as discussed below. The concentration of dust at other receptors is likely to remain well within the prescribed limit.

Air Pollution Control Measures Appropriate mitigation measures have been taken to contain the predicted level within prescribed level. These measures (both preventive and suppressive) are enumerated below: Source Category Present Mitigation Measures Additional Mitigation Measures Drilling Operation Wet drilling is being carried out. More thrust will be put on their proper maintenance and handling. Additional drills employed will also be of wet type. Blasting Operation Appropriate design of the geometry of blast holes. Same practice will be Use of proper amount of explosive taking into followed in future. consideration the geo-mechanical conditions of the site. Controlled blasting is usually done in daytime during the shift change over period. The operation is in conformity to the extant laws with closer control of blasting parameters including results of blasting like desired fragmentation, permitted vibration, etc. Regular field studies being conducted. Loading and The length of haul road has been reduced to the Two nos. of additional mobile Transport minimum possible. The permanent haul roads are water sprinklers (24 kL) will boulder pitched and maintained properly. be deployed. The unmetalled roads are being kept free of ruts, Coal will be wetted before potholes, etc. transportation to the railway Regular maintenance of HEMM engines to limit siding. emission of harmful exhaust fumes. A new railway siding with Provision of gas filter for exhaust fumes from HEMM. conveyer belt system has Frequent and at regular intervals, water is being been proposed within sprayed on haul roads, service roads. Two Nos. of leasehold. Construction of

Page-10 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 mobile water sprinklers (24 kL) are provided in the railway siding is under project. process and it is expected to Physical removal of dust from the roads. be functional by year 2016- Greenbelts around quarry, industrial sites, service 17, thus eliminating road building area besides avenue plantation along roads. transportation of coal, Transportation of coal to Railway Siding at thereafter. Bonjemehari by covered trucks. Other measures to continue as before. Coal Handling Suppression of coal dust during coal handling by fine Same practice will be nozzle mounted fixed sprinklers. followed in future. Minimization of the height of coal-fall at transfer points to reduce the dust generation.

Fires at coal faces Exposures of coal benches for long time are generally Same practice will be avoided. followed in future. Provision of adequate firefighting arrangements including storage of sufficient quantity of water at all critical points. Careful removal of all loose coal from the abandoned coal faces. Regular supervision. Fires at workshops Proper ventilation system in dumper and dozer repair Same practice will be and stores shop and stores. followed in future.

Page-11 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 NOISE AND VIBRATION STUDY

1. Present Noise Level Status Noise level monitoring is also being done at regular intervals and the results for the past three quarters i.e, Quarter ending June, September and December 2013 are shown in the table below: Stn Monitoring Station Sampling Noise Station No Date Level Category dB(A) Training Centre 06-May-13 58.9 A1 Training Centre 01-Jul-13 59.4 Industrial

Training Centre 23-Oct-13 57.2 Training Centre 03-Mar-14 57.7 Dispensary 06-May-13 46.4 A2 Dispensary 01-Jul-13 44.1 Residential

Dispensary 23-Oct-13 48.4 Dispensary 03-Mar-14 48.2 Kenda Area GM Office 06-May-13 52.7 A3 Kenda Area GM Office 01-Jul-13 54.7 Industrial

Kenda Area GM Office 23-Oct-13 50.8 Kenda Area GM Office 03-Mar-14 51.6 CISF Camp/Office 06-May-13 54.8 A4 CISF Camp/Office 01-Jul-13 52.8 Industrial

CISF Camp/Office 23-Oct-13 51.6 CISF Camp/Office 03-Mar-14 52.4

It can be observed from the above results that the Noise Level is well within the prescribed limits of CPCB. 2. Mitigation measures for Noise Nuisance

Since the noise level is well within the prescribed limits of CPCB as shown above, no additional mitigation measures are required for noise nuisance. Monitoring at regular intervals will be carried out in future also to know the status of noise level within the area.

Page-12 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 Vibration Study & Control

The peak particle velocity is a good indicator of the probability of damage to a structure. It is expressed in mm/sec. the peak particle velocity at any point depends mainly on the amount of charge exploded, radial distance from the blasting point to the station of observation and the geological conditions.

According to Indian Standard Bulletin No.6922 of 1973 (Reprinted April 1982 on part 4.1.1.1 and 4.1.1.2), in order to provide adequate safety, the peak particle velocity should not exceed the following limits. S/No. Particulars Velocity from Velocity from monitored imperial relation by suitable instrument (mm/sec) (mm/sec) 1 Soil, weathered 50 70 or soft rock 2 Hard Rock 70 100

It has been found that ground vibration is dependent on both particle velocity and frequency. The maximum damage to buildings due to blasting vibration occurs when blast frequency matches the natural frequency range of the buildings and when there is a mismatch between the ground vibration, frequency and natural frequency of buildings, very little energy is transmitted into the structure. The natural frequency of low rise (1-2 storey) residential structures is in a range of 3 to 12 Hz. These low frequencies are most predominant at greater distances from a blast point. High frequencies (about 40 Hz) above the fundamental natural frequencies of residential structure, allow a higher particle velocity limit.

As per the latest study by USBM, the safe blast vibration level (published in RI-8507 of 1988) are as follows: S/No. Type of structure Ground vibration (peak particle velocity mm/sec.)

At low frequency At high frequency (less than 40 Hz) (more than 40 Hz)

1 Modern houses, Drywall interior 18.75 50

2 Other houses, plaster on wood construction 12.50 50 for interior walls.

Page-13 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 To protect the structural damage from blast induced ground vibration, DGMS has recommended the permissible standards of vibration vide DGMS (Tech.) circular no. 7 dated 29.09.97 as below – S/N. Type of Structure Peak particle velocity in mm/sec. Dominant excitation frequency (Hz) <8 Hz 8-25 Hz >25 Hz A Buildings/structures not belonging to owner i Domestic houses/ structures (Kuchha, 5 10 15 Brick, Cement) ii Object of historic importance and 2 5 10 sensitive structures iii Industrial buildings (RCC & Framed 10 20 25 structures) B Buildings belonging to owner with limited span of life i Domestic houses, structures (Kuchha, 10 15 25 Brick, Cement) ii Industrial structures 15 25 50

However, all structures eventually crack because of a variety of environmental stresses including humidity and temperature changes, settlement from consolidation and variations in ground moisture, wind and even water absorption from tree roots. Consequently, there may be no absolute minimum vibration limit. Control Measures

Present Mitigation Measures Additional Mitigation Measures Blasting is done only in controlled manner with proper Same practice will be followed in delay detonators. The blasting is scheduled only around future. 12 noon to 2.00 PM. The siren alert system is also practiced for safety purposes. Control of ground vibration and to arrest the fly rocks and boulders has been done with suitable measures. Vibration study is conducted by CMPDI as per requirement from time to time.

Page-14 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 WATER ENVIRONMENT

1. Water Quality at the time of Baseline Data Generation Mine water discharge, drinking water and surface water samples were collected on 3rd May’2012. These were monitored for all the parameters as per MoEF guidelines / Indian Standard. Mine discharge water samples were compared with GSR 422(E) standard, the drinking water samples were compared with IS: 10500 standard and surface water samples were compared with IS: 2296-1982 for Inland Surface water (Class C). Water Sampling Locations

Samples were drawn from the following points for baseline data generation as well as for carrying out routine environmental monitoring of the mine. Stn Name of sampling station Date of Description Type of sample No. sampling Baseline Data Stations 1 Sonepur-Bazari OCP, 10.05.12 Mine Discharge Point at Mine Discharge Mine discharge surface 2 Sonepur-Bazari, Tubewell 10.05.12 Tubewell water for Ground / Drinking drinking purpose water 3 Sonepur, Tap water 10.05.12 Tap water in Sonepur Ground / Drinking village Water 4 Tumni nallah U/s 10.05.12 Entering point of Tumni Surface water nala in core zone of Sonepur-Bazari OC 5 Sonepur Pond 10.05.12 Pond in mine vicinity Surface water

Details of water quality at above sampling stations:

Page-15 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

MINE WATER QUALITY DATA Date of sampling: 10/05/2012

Sl. No. Parameters Sonepur-Bazari MoEF Scheduled OCP, Mine – VI Standard discharge 1 Temperature,OC 30.1 <5 OC receiving water Temp. 2 pH 8.0 5.5 - 9.0 3 Odour Unobjectionable 4 Suspended Solids, mg/l 48 100 5 Oil & Grease, mg/l < 1.0 10 6 Total Residual Chlorine, mg/l Nil 1.0 7 Ammonical Nitrogen (as N), mg/l 0.06 50 8 Kjeldahl Nitrogen, mg/l 1.8 100

9 Free ammonia (as NH3), mg/l < 1.0 5.0 10 BOD - 3 Days @ 27°C, mg/l 10 30 11 COD, mg/l 96 250 12 Arsenic (as As), mg/l <0.01 0.2 13 Lead (as Pb), mg/l <0.05 0.1 14 Cadmium (as Cd), mg/l <0.01 2.0 15 Hexavalent Chromium (as Cr6+), mg/l 0.04 0.1 16 Total Chromium (as Cr), mg/l 0.08 2.0 17 Copper (as Cu), mg/l 0.03 3.0 18 Zinc (as Zn), mg/l 0.02 5.0 19 Selenium (as Se), mg/l <0.01 0.05 20 Nickel (as Ni), mg/l <0.01 3.0 21 Fluorides (as F), mg/l 0.58 2.0

22 Dissolved Phosphates (as PO4), mg/l 1.2 5.0 23 Sulphides (as S), mg/l 0.03 2.0

24 Phenols (as C6H5OH), mg/l <0.001 1.0 25 Manganese (as Mn), mg/l 0.14 2.0 26 Iron (as Fe+2), mg/l 0.28 3.0 27 Nitrate Nitrogen (as N), mg/l 8.6 10.0

Page-16 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

GROUND WATER QUALITY DATA Date of sampling: 10/05/2012

Sl. Parameter Sonepur- Sonepur, IS: 105001991 No. Bazari, Tubewell Norms Tubewell 1 pH 7.9 7.8 6.5 – 8.5 2 Colour, Hazen 4 2 5/25* 3 Odour Unobject. Unobje. Unobjectionable 4 Taste Agreeable Agreeable Agreeable 5 Turbidity, NTU 4 2 5/10* 6 Dissolved Solids, mg/l 380 346 500/2000* 7 Residual free Chlorine, mg/l Nil Nil 0.20 Minimum 8 Chloride (as CI), mg/l 60 80 250/1000* 9 Fluoride (as F), mg/l 0.58 0.56 1.0/1.5* 10 Sulphate (as SO4), mg/l 62 60 200/400* 11 Cyanide (as CN), mg/l <0.05 <0.05 0.05 12 Pesticides, mg/l <0.001 <0.001 Absent/0.001* 13 Phenols (as C6H5OH), mg/l <0.001 <0.001 0.001/0.002* 14 Chromium (as Cr 6+), mg/l <0.01 <0.01 0.05 15 Copper (as Cu), mg/l <0.02 <0.02 0.05/1.5* 16 Selenium (as Se), mg/l <0.01 <0.01 0.01 17 Arsenic (as As), mg/l <0.01 <0.01 0.05 18 Cadmium (as Cd), mg/l <0.01 <0.01 0.01 19 Mercury (as Hg), mg/l <0.001 <0.001 0.001 20 Lead (as Pb), mg/l <0.05 <0.05 0.05 21 Zinc (as Zn), mg/l 0.03 0.03 5/15* 22 Alkalinity (as CaCO3), mg/l 115 112 200/600* 23 Iron (as Fe), mg/l 0.20 0.18 0.30/1.0* 24 Hardness (as CaCO3), mg/l 192 177 300/600* 25 Calcium (as Ca), mg/l 52 51 75/200* 26 Magnesium (as Mg), mg/l 15 12 30/100* 27 Nitrate (as NO3), mg/l 12 14 45/100* 28 Manganese (as Mn), mg/l <0.05 <0.05 0.1/ 0.3* 29 Boron (as B), mg/l < 0.01 < 0.01 1 / 5* 30 Aluminium (as Al), mg/l < 0.01 < 0.01 0.03/0.2* 31 E. Coli, MPN/100ml < 2 < 2 Absent

Page-17 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

SURFACE WATER QUALITY DATA Date of sampling: 10/05/2012

Sl. Parameters Tumni Sonepur, IS:2296 – 1982 No. Nalla U/s Pond (Inland surface water) Class C 1. pH 8.0 7.9 6.5 – 8.5 2. Colour, Hazen Units 12 15 300 3. Suspended solids, mg/l 40 14 - 4. Total Dissolved solids, mg/l 412 326 1500 5. Dissolved Oxygen, mg/l 6.3 5.6 4.0 6. BOD - 3 days, 27oC, mg/l 2.7 1.9 3.0 7. Chloride (as CI), mg/l 72 76 600 8. Flouride (as F), mg/l 0.56 0.58 1.5 9. Sulphate (as SO4), mg/l 12 26 400 10. Nitrate (as NO3), mg/l 16 14 50 11. Phenols (as C6H5OH), mg/l <0.001 <0.001 0.005 12. Chromium (as Cr+6) , mg/l <0.01 <0.01 0.05 13. Copper (as Cu) , mg/l <0.02 <0.02 1.5 14. Selenium (as Se) , mg/l <0.01 <0.01 0.05 15. Arsenic (as As) , mg/l <0.01 <0.01 0.2 16. Cadmium (As Cd) , mg/l <0.01 <0.01 0.01 17. Lead (as Pb) , mg/l <0.05 <0.05 0.1 18. Zinc (as Zn) , mg/l 0.02 0.03 15 19. Iron (as Fe) , mg/l 0.22 0.20 5 20. Mineral Oil, mg/l <0.01 <0.01 0.01 21. Total Coliform organisms, 280 5000 26 MPN/100ml

2. Present Water Quality Status After obtaining EC for the project, routine environmental monitoring has been carried out by CMPDI, RI-I, Asansol to study the water quality within the area. Water quality of 3 (three) mine discharge samples are analyzed on quarterly basis. Water quality of 5 (five) wells designated by CMPDI, RI-I, Asansol are analyzed on yearly basis in summer season. Results for the last four quarters i.e, Quarter ending June, 2013, September, 2013, December, 2013 and March, 2014 are well within the prescribed limit of CPCB as shown in the tables below:

Page-18 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

Water quality of 5 (five) wells analyzed in Q/E June’13: Indian Sample No 15GW1 15GW2 15GW3 15GW4 15GW5 Drinking Water Standard Dugwell Dugwell water near Dugwell Dugwell water at Dugwell Khaskenda water at water at Old Project water at Sampling Station Kali Mandir (IS-10500) Shankarpur Nabagram Office Banbahal (Opp. Village Village (Near NHS Village GM's Qtrs.) Office) Date of sampling 07-May-13 Colour,Hazen unit 2 3 2 4 3 5 Max Odour Unobjectionable Unobjectionable Unobjectionable Unobjectionable Unobjectionable Unobjectionable Taste Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Turbidity,NTU 3.4 3 3.2 3 3.2 5 Max pH 8 8 8.1 8 8.2 6.5-8.5 Total Hardness 174 168 176 164 156 300 Iron 0.12 0.1 0.12 0.12 0.14 0.3 Chlorides 58 64 56 62 58 250 Res Free chlorine Nil Nil Nil Nil Nil 0.2 Dissolved Solids 358 348 276 346 344 500 Calcium 52 48 42 52 56 75 Copper <0.02 <0.02 <0.02 <0.02 <0.02 0.05 Manganese <0.05 <0.05 <0.05 <0.05 <0.05 0.1 Sulphate 48 52 42 48 56 200 Nitrate 12.4 14.8 16.4 16.8 16.4 45 Fluoride 0.28 0.36 0.28 0.36 0.32 1 Selenium <0.01 <0.01 <0.01 <0.01 <0.01 0.01 Arsenic <0.01 <0.01 <0.01 <0.01 <0.01 0.05 Lead <0.05 <0.05 <0.05 <0.05 <0.05 0.05 Zinc 0.04 0.03 0.03 0.02 0.02 5 Hex Chromium <0.01 <0.01 <0.01 <0.01 <0.01 0.05 Boron <0.01 <0.01 <0.01 <0.01 <0.01 1 Coliforms (MPN) Nil Nil Nil Nil Nil Nil Phenolics <0.001 <0.001 <0.001 <0.001 <0.001 0.001 Alkalinity 100 80 100 100 100 200

Page-19 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

Water quality of 3 (three) mine discharge samples analyzed in previous four quarters:

Sampling Station: OCP discharge water Sample number 15W1 Qtr Ending June'13 Sept'13 Dec'13 Mar'14 Date of Sampling 07-May-13 02-Jul-13 24-Oct-13 05-Mar-14 Colour 3 4 3 <5.0 Odour Unobjectionable Unobjectionable Unobjectionable Unobjectionable TSS 38 32 34 28 pH 8.0 8.1 8.2 8.57 Temperature(Deg C) Normal Normal Normal Normal Oil & Grease <1.0 <1.0 <1.0 <2.0 Total Residual Nil Nil Nil <0.02 Chlorine Ammonical Nitrogen 0.18 0.14 0.20 0.14 Total Kjeldahi 1.64 1.58 1.80 1.59 Nitrogen Free Amonia BDL BDL BDL <0.4 BOD 16 12 16 16 COD 100 80 100 48 Arsenic <0.01 <0.01 <0.01 <0.005 Lead <0.05 <0.05 <0.05 <0.05 Hexavalent 0.04 0.06 0.04 0.06 Chromium Total Chromium 0.06 0.08 0.07 0.08 Copper 0.04 0.03 0.04 <0.03 Zinc 0.03 0.02 0.03 0.03 Selenium <0.01 <0.01 <0.01 <0.005 Nickel <0.02 <0.02 <0.02 <0.10 Fluoride 0.36 0.28 0.32 0.58 Dissolved 1.08 1.16 0.88 1.04 Phosphate Sulphide 0.02 0.03 0.04 <0.005 Phenolics <0.001 <0.001 <0.001 <0.002 Manganese 0.22 0.18 0.26 0.24 Iron 0.12 0.10 0.16 0.10 Nitrate Nitrogen 5.6 6.2 4.2 2.7

Page-20 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274 Sampling Station: Drain water of B & C type quarter at Krishnanagar colony

Sample no 15W2 Qtr Ending June'13 Sept'13 Dec'13 Mar'14 Date of Sampling 07-May-13 02-Jul-13 24-Oct-13 05-Mar-14 Colour 2 3 4 <5.0 Odour Unobjectionable Unobjectionable Unobjectionable Unobjectionable TSS 74 76 76 36 pH 86 8.4 8.5 8.02 Temperature(Deg C) Normal Normal Normal Normal Oil & Grease <1.0 <1.0 <1.0 <2.0 Total Residual Nil Nil Nil <0.02 Chlorine Ammonical Nitrogen 0.42 0.48 0.34 0.39 Total Kjeldahi 2.42 2.38 2.28 1.94 Nitrogen Free Amonia BDL BDL BDL <0.4 BOD 20 20 18 14 COD 160 140 160 40 Arsenic <0.01 <0.01 <0.01 <0.005 Lead <0.05 <0.05 <0.05 <0.05 Hexavalent 0.06 0.04 0.06 0.05 Chromium Total Chromium 0.08 0.06 0.08 0.07 Copper 0.03 0.04 0.05 0.04 Zinc 0.03 0.04 0.04 0.03 Selenium <0.01 <0.01 <0.01 <0.005 Nickel <0.02 <0.02 <0.02 <0.10 Fluoride 0.28 0.32 0.20 0.21 Dissolved 0.96 0.84 0.80 1.02 Phosphate Sulphide 0.04 0.02 0.04 0.015 Phenolics <0.001 <0.001 <0.001 <0.002 Manganese 0.36 0.28 0.30 0.22 Iron 0.18 0.16 0.15 0.12 Nitrate Nitrogen 5.2 6.8 4.8 2.9

Page-21 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

Sampling Location: Drain water of NHS type qtr. at Chichuria Dangal colony

Sample no 15W3 Qtr Ending June'13 Sept'13 Dec'13 Mar'14 Date of Sampling 07-May-13 02-Jul-13 24-Oct-13 05-Mar-14 Colour 4 3 4 <5.0 Odour Unobjectionable Unobjectionable Unobjectionable Unobjectionable TSS 72 68 64 38 pH 8.4 8.6 8.6 6.80 Temperature(Deg C) Normal Normal Normal Normal Oil & Grease <1.0 <1.0 <1.0 <2.0 Total Residual Nil Nil Nil <0.02 Chlorine Ammonical Nitrogen 0.38 0.36 0.32 0.32 Total Kjeldahi 2.38 2.26 2.20 1.92 Nitrogen Free Amonia BDL BDL BDL <0.4 BOD 20 18 20 12 COD 140 120 160 96 Arsenic <0.01 <0.01 <0.01 <0.005 Lead <0.05 <0.05 <0.05 <0.05 Hexavalent 0.06 0.06 0.06 0.04 Chromium Total Chromium 0.08 0.08 0.08 0.06 Copper 0.02 0.03 0.05 0.03 Zinc 0.04 0.02 0.04 0.02 Selenium <0.01 <0.01 <0.01 <0.005 Nickel <0.02 <0.02 <0.02 <0.10 Fluoride 0.32 0.36 0.24 0.29 Dissolved 0.92 0.82 0.84 1.03 Phosphate Sulphide 0.03 0.04 0.03 <0.005 Phenolics <0.001 <0.001 <0.001 <0.002 Manganese 0.28 0.32 0.34 0.20 Iron 0.12 0.14 0.16 0.14 Nitrate Nitrogen 6.2 7.2 6.2 3.2

Page-22 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

1. Hydrogeological Study of the Area After obtaining EC for the project, routine environmental monitoring has been carried out by CMPDI, RI-I, Asansol to study the water level within the area. Results for the previous three years i.e, 12 (twelve) Quarter sampling station wise is shown below:

1) Dugwell at Shankarpur Village (15GW1) Date of sampling 19-Jan- 26- 02-Aug- 06-Dec- 17-Jan- 17-Apr- 30-Jul- 07-Nov- 08-Jan- 09- 02-Jul- 24-Oct- 04-Mar- 11 May-11 11 11 12 12 12 12 13 May-13 13 13 14 Well water level from 10.1 11.4 2.7 3.65 4.05 9.7 9.1 8.55 8.65 10.7 7.8 4.75 7.35 ground in meter

Observations

Three year well water level trend is steady, it varies on seasonal basis.

Page-23 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

2) Dugwell at Nabagram Village (15GW2) Date of sampling 19-Jan- 26- 02-Aug- 06-Dec- 17-Jan- 17-Apr- 30-Jul- 07-Nov- 08-Jan- 09- 02-Jul- 24-Oct- 04-Mar- 11 May-11 11 11 12 12 12 12 13 May-13 13 13 14 Well water level from 2.5 3.2 8.6 7.3 7.3 4.1 2.2 2.55 3.4 7.7 5.2 0.8 3.4 ground in meter

Observations

Well water level is showing increasing trend.

Page-24 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

3) Dugwell near Khaskenda Kali Mandir (Opp. GM's Office), 15GW3

Date of sampling 19-Jan- 26- 02-Aug- 06-Dec- 17-Jan- 17-Apr- 30-Jul- 07-Nov- 08-Jan- 09- 02-Jul- 24-Oct- 04-Mar- 11 May-11 11 11 12 12 12 12 13 May-13 13 13 14 Well water level from -3.2 -3.7 -2 -2.5 -2.3 -2.95 -2.5 -2.7 -2.85 -3.2 -2 -2.05 -2.4 ground in meter

Observations

Well water level is showing increasing trend.

Page-25 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

4) Dugwell at old project office (Near NHS quarters), 15GW4 Date of sampling 19-Jan- 26- 02-Aug- 06-Dec- 17-Jan- 17-Apr- 30-Jul- 07-Nov- 08-Jan- 09- 02-Jul- 24-Oct- 04- 11 May-11 11 11 12 12 12 12 13 May-13 13 13 Mar-14 Well water level from ground in 4.1 4.75 2.7 3.4 3.45 4.35 1.7 2.6 3.8 5.55 3.1 2 4.25 m

Observations

Well water level is showing increasing trend.

Page-26 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

5) Dugwell at Banbahal Village (15GW5)

Date of sampling 19-Jan- 26- 02-Aug- 06-Dec- 17-Jan- 17-Apr- 30-Jul- 07-Nov- 08-Jan- 09- 02-Jul- 24-Oct- 04-Mar- 11 May-11 11 11 12 12 12 12 13 May-13 13 13 14 Well water level from ground in -3.42 -3.9 -2.1 -3 -3.25 -3.95 -0.7 -3.7 -3.75 -4.8 -2.5 -1.7 -3.35 m

Observations

Well water level is showing increasing trend

Page-27 PFR including Addenda EIA & EMP for Sonepur Bazari Combined) OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

Overall observation:

It can be observed from the above table that the water levels within the area show a rising trend for 4 wells out of 5 while 1 well shows steady trend. Hence, it can be concluded that the mining operations within the area do not have any adverse impact on the ground water level.

Page-28 PFR including Addenda EIA & EMP for Sonepur-Bazari OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

2. Water Requirement (m3/day)

Purpose Peak Demand Peak Demand (12.0 MTY) (8.0 MTY) Present Present Incremental Total A Mine site 2000 2000 1000 3000 1 HEMM Washing 450 450 200 650

2 Workshop 350 350 200 550

3 Dust suppression 500 500 300 800

4 Drinking 400 400 150 550

5 Green Belt 200 200 100 300 6 Beneficiation - - - - 7 CHP - - - - 8 Fire Service 100 100 50 150 9 Others (specify) - - - - B Township 980 980 420 1400 1 Housing 800 800 300 1100 2 Services 70 70 80 150 3 Other (Process 110 110 40 150 & Losses) Total 3980 2980 1420 4400

Page-29 PFR including Addenda EIA & EMP for Sonepur-Bazari OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

Water Pollution Control Measures

Sources of Wastewater Present Mitigation Measures Additional Mitigation Measures Industrial wastewater from One semi functional ETP is It is proposed to revive this ETP and workshop present near the workshop. make it fully functional within next six The clear water thus obtained is months. Preparation of design for being re-circulated for use for another ETP and STP is being water sprinkling on haul roads. carried out at CMPDI, HQ, and Ranchi. Construction works will start soon. The clear water thus obtained will be re-circulated for use for water sprinkling on haul roads.

Wastewater from mine A one stage settling tank with It is proposed to convert the storage capacity of 2900 cubic present one stage settling tank to meter has been provided near two stages for which process has CHP. Mine discharge from been started. working quarry is routed to this settling tank. Water stored in the settling tank is used for spraying at the unloading point at the CHP hoppers and loading point at the conveyer belt.

Surface run-off from coal Permanent masonry drain has Same mitigation measures will be and OB dumps been constructed and a number of followed. earthen drains have been constructed. The drain is cleared of debris before start of monsoon season as a part of our annual monsoon preparation program.

Page-30 PFR including Addenda EIA & EMP for Sonepur-Bazari OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

SOIL QUALITY ANALYSIS

Soil Quality Status at the time of Baseline Data Generation

Soil characteristics, erosion aspects, soil fertility etc., have direct bearing on the environment. Knowledge of soil parameters is essential for the planning and implementation of afforestation. Further, major mining activities affect the soil regime of the surrounding areas directly or indirectly. Hence, it becomes important to study the soil characteristics in the study area. Soil quality sampling locations

Keeping the above aspects in view, three different types of soil samples from agricultural land, barren land and O. B. dump were collected. Soil samples were collected by using auger from three horizons (30, 60 and 90 cm) below ground level and analysed for fertility and engineering parameters as per IS methods. The particulars of sampling locations are given below. Test Results for Sonepur Bazari OCP Date of Sampling- 23/05/2012 Sl. No. Test Parameters Results (30cm) (60cm) (90cm) 1 pH (1.2 Soil Water Extract) 6.53 6.64 6.86 2 E.C (μ mhos) (1:2 Soil water Extract) 32 20 16 3 Available Nitrogen, Kg/Hec 140 90 40 4 Available Phosphorus as P2O5, Kg/Hec 11 6 4 5 Available Potassium as K2O, Kg/Hec 105 63 32 6 Cat ion Exchange Capacity, mg/100g 3 2 2 7 Specific Gravity 2.70 2.71 2.70 8 Field Capacity, % 12 12 12 9 Wilting Point, % 5 5 5 10 Water Holding Capacity, % 12 12 12 11 Sodium Absorption Ratio (SAR) 0.05 0.03 0.01 12 Water Soluble Chloride as Cl, ppm 10 10 10 13 Organic Carbon, % 2.53 1.86 1.12 Texture Loamy Loamy Loamy Sand Sand Sand a) Sand, % 90 87 89 b) Silt, % 4 5 4 c) Clay, % 6 8 7

Page-31 PFR including Addenda EIA & EMP for Sonepur-Bazari OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

Test Results for Sonepur Bazari Village Date of Sampling- 23/05/2012 Sl. No. Test Parameters Results (30cm) (60cm) (90cm) 1 pH (1.2 Soil Water Extract) 6.73 6.54 6.39 2 E.C (μ mhos) (1:2 Soil water Extract) 93 60 48 3 Available Nitrogen, Kg/Hec 280 170 120 4 Available Phosphorus as P2O5, Kg/Hec 26 16 11 5 Available Potassium as K2O, Kg/Hec 126 63 21 6 Cat ion Exchange Capacity, mg/100g 7 6 5 7 Specific Gravity 2.75 2.74 2.75 8 Field Capacity, % 18 18 18 9 Wilting Point, % 8 8 8 10 Water Holding Capacity, % 17 17 17 11 Sodium Absorption Ratio (SAR) 0.37 0.27 0.25 12 Water Soluble Chloride as Cl, ppm 25 20 15 13 Organic Carbon, % 0.70 0.41 0.32 Texture Loamy Loamy Loamy Sand Sand Sand a) Sand, % 79 76 78 b) Silt, % 8 9 8 c) Clay, % 13 15 14 Interpretation of results- Organic carbon is high due to slightly presence of coal in the sample

Observation:

The soil quality in the project area appears to be good and would support plantation after suitable reclamation measures. Soil in the study area is found to be from slightly acidic to slightly basic at some places. Organic content was found high at some places due to coal.

The expansion project will not affect the parameters of soil quality.

Page-32 PFR including Addenda EIA & EMP for Sonepur-Bazari OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

LAND USE

The existing land use pattern of the project area is as follows: SL. Land Use Type Present NO. Land use(Ha) 1 Excavated Area including haul-road 466.0 2 Undisturbed Area 1225.40 3 Colliery Infrastructure/Built-up 135.45 4 Villages 28.59 5 External OB Dump (Active) 60 6 Plantation on External OB Dumps 5.0 7 CHP - 8 Railway Siding - 9 Road 9.50 10 Nallah 38.21 11 Tanks 18.62 12 Lagoon - 13 Greenbelt/ Plantation 82.0 14 Backfilled area (Active) 222.21 15 Plantation on backfilled area 3.0 Total 2293.98 Land outside project area Project Township and Rehab Site 110.87 Gross Total 2404.85 The mine is an ongoing project within an area of 2404.85 Ha with a target capacity of 8.00 MTY with a life of 29 years Environmental Clearance for the above expansion was obtained in 2008. The proposed stage wise land-use is given below- SL. Land Use Type Present final Land use Final Land-use NO. Land at the end of (post-closure) use(Ha) mining (Ha) 1 Excavated Area including haul-road 466.0 64.00 - 2 Undisturbed Area 1225.40 59.40 59.40 3 Colliery Infrastructure/Built-up 135.45 135.45 35.45 4 Villages 28.59 - - 5 External OB Dump (Active) 60 72.14 - Page-33 PFR including Addenda EIA & EMP for Sonepur-Bazari OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

6 Plantation on External OB Dumps 5.0 272.60 344.74 7 CHP - 21.00 - 8 Railway Siding - 115.69 115.69 9 Road 9.50 28.72 28.72 10 Nallah 38.21 16.70 16.70 11 Tanks 18.62 - - 12 Lagoon - - 504.00 13 Greenbelt/ Plantation 82.0 67.21 188.21 14 Backfilled area (Active) 222.21 752.05 - 15 Plantation on backfilled area 3.0 689.02 1001.07 Total 2293.98 2293.98 2293.98 Land outside project area Project Township and Rehab Site 110.87 110.87 110.87 Gross Total 2404.85 2404.85 2404.85

A map showing final land use of Sonepur Bazari OCP at the end of mining activities is given as plate- 4.

Ecology: Stage Wise Cumulative Plantation

REQUIREMENT OF PLANTS FOR AFFORESTATION/ RECLAMATION

Year Unworked area External Dump Inside Dump Topsoil Dump Total Greenbelt Area Trees Area Trees Area Trees Area Trees Area Trees (Ha) (Ha) (Ha) (Ha) (Ha) Existing 82 131200 5 8000 3 4800 90 144000 2014-18 10 16000 54 86400 120 192000 Top soil to be 184 294400 2018-23 15 24000 55 88000 150 240000 spread over 220 352000 internal & external 2023-28 15 24000 80 128000 150 240000 245 392000 dumps after they 2028-30 5 8000 65 104000 100 160000 reach the final 170 272000 2028-33 61.21 97936 85.74 137184 478.07 764912 height of 60m 625.02 1000032

Total 188.21 301136 344.74 551584 1001.07 1601712 1534.02 2454432

Page-34 PFR including Addenda EIA & EMP for Sonepur-Bazari OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)

CMPDI Job No. 111274

Dumping Strategy & Dump Reclamation

It has been estimated that out of a total OB removal of 1037.58 M.cum, it will be possible to accommodate 744.58 M.cum inside the OCP excavation and the balance about 293 M.cum of OB has to be dumped in the three external dumps over an area 344.74 Ha. The total area earmarked for quarrying is about 1505 Ha. Although concurrent backfilling will be done, it will not be possible to backfill the entire quarried out area completely up to ground level, thus leaving a residual void in 504 Ha to a maximum depth of about 20 m. It has also been proposed to merge the external dumps with the internal dump to increase the capacity of external dumps. All the dumps have been proposed to be heightened up to 60 m above ground level. The present external OB dump is 65 Ha and internal dumping has been done in 225.31 Ha of the quarry area. Since these dumps are still largely active, reclamation and plantation could be carried out on 5 ha of external OB dump and 3 Ha of internal dump. Although, this is less than the plantation programme as envisaged in the approved EIA & EMP, the short – fall is likely to be covered up within the next 2 to 3 years. At the end of the mining, 344.74 ha of external OB dump and 1001.07 ha of backfilled area will be reclaimed and extensively planted. The revised plantation programme has been detailed in the section on land reclamation in the addendum EIA & EMP. Topsoil Topsoil is stacked properly with proper slope at earmarked site and is spread over external and internal dumps uniformly before reclamation of dumps. Total top soil removal since the inception of mine is 45 lakh cubic meters. It has been stored properly and will be used for spreading over internal and external OB dumps for reclamation.

Page-35 PFR including Addenda EIA & EMP for Sonepur-Bazari OCP (Expansion from 8.0 MTY to 12.0 MTY under Clause 7 (ii) of EIA Notification, 2006)