SUNHARA SAND MINE
MINING LEASE AREA- 7.50 HA
PRODUCTION CAPACITY 80,000 CUM/YEAR ON KEN RIVER (KHASRA NO. 01 – GOVT LAND)
VILLAGE- SUNHARA, TEHSIL- AJAY GARH, DISTRICT PANNA, MADHYA PRADESH
BY
RASMEET SINGH MALHOTRA
ENVIRONMENT CONSULTANT
IN SITU ENVIRO CARE, BHOPAL
QCI/ NABET/ EIA/ 1821/ RA 0070 (REV.02)
E. Executive Summary
E.1. Introduction
The project involves mining area of 7.50 ha in village Sunhara, Tehsil Ajaygarh of District Panna, Madhya Pradesh. The proposed area for mining is 40,000 m
2and height of working pit will be 2.00 m maximum. Approx. 20 m safety zone left from all sides. As per MoEF guideline 60% area used for mining purpose while 40% area left in safety zone. Mining will be done in only 4.0 ha area out of 7.5 ha. The Madhya Pradesh State Mining Corporation Ltd., sanctioned quarry lease to proponent vide its letter No. Ret/2020/488, dated 22.01.2020. Mining will be carried out till a depth of 2.0 m with open cast semi mechanized method of mining using excavators and dumpers etc. The annual production of sand will 80,000 cubic meters. There is no blasting is proposed.
Mining plan of Sunhara Sand Mine has been submitted under rule 42C of MPMM Rules 1996 which has been approved by the concerned department vide letter no. 1425/11/M/3/6/2020, Panna dated 07.10.2020.The salient features of mine lease area are given in Table E.1.
Table E–1: Salient Features of Mine
Particulars Details
Project Coordinate
Pillar No. Longitude Latitude
A 24°59'14.66"N 80°12'54.61"E
B 24°59'17.99"N 80°12'51.79"E
C 24°59'29.38"N 80°13'07.67"E
D 24°59'26.13"N 80°13'10.76"E
Topo Sheet No. 63-D/1
Lease area Total 7.5 Ha Minable 4.0 Ha Safety Zone 3.5 Ha
Geological Reserves 2,25,000 m
3Mineable reserves Estimated 80,000 m
3Production 80,000 m
3PA
Life of mine 3 years
Manpower 15 persons
Elevation of Quarry Lease Project Area: 120 - 130 m RL
Land-use Govt. Land (River bed)
Nearest habitation/town Sunhara Village at 0.800 meter in E Nearest airport Khajuraho Airport at 33.5 in SW
Nearest railway station Khajuraho Railway Station at 38.6 km in SW Nearest highway SH-49 (9.4 km, SE)
Power supply All Machinery driven by diesel.
Nearest telephone Mobile phones will be available at mine site Nearest dispensary &
Government hospital Yes, present in Sunhara.
Educational Facility in the Yes, present in village Ajaygarh and Panna
Water demand & supply
Source of drinking water is available near the applied mining lease area.
Water will be taken from nearby villages through bore well and dug well.
The water requirement for mining & allied activities (sprinkling, greenbelt development), drinking and plantation have been estimated to be 18.3 KLD.
Dust Suppression
(Including Mining Activity) Plantation Domestic Total 12.85 KLD 5.21 KLD 0.23 KLD 18.3 KLD Defense installations None
Archeological features None
Seismic zone Zone II
Source: Approved Mine Plan of Sunhara Sand Mine, Prepared by Mr. Ajay Mohan (RQP/DGMMP/015/2013)
E.2. Project Description
For production of 25000 Cubic Meters or of ROM per year, its transport etc. the following machineries are likely to be deployed.
Table E-2: Required Machineries
S. No Type Nos.
1 Excavator 1
2 Dumper 10 cum (Hired) 15- 20
3 Water Pumps of 3 HP (Hired) 1
4 Water tanker (Hired) 1
5 Office vehicle (Hired) 1
Source: Approved Mine Plan of Sunhara Sand Mine, Prepared by Mr. Ajay Mohan (RQP/DGMMP/015/2013)
It is an open cast working quarry mine. The method of mining is Semi Mechanized opencast method with pit pattern. It is proposed to start production from upper side of river where is no stream water. The proposed area for mining is 40000 m
2and height of working pit will be 2.00 m maximum. Approx. 20 m safety zone left from all sides. As per MoEF guideline 60% area used for mining purpose while 40% area left in safety zone. The overburden /soil or waste whatsoever will be generated during to mining operation will be stacked properly.
Table E-3: Year Wise Total Production & Waste
Year Production (m
3) Waste (m
3)
First Year 80,000 Nil
Second Year 80,000 Nil
Third Year 80,000 Nil
Total 2,40,000 Nil
Source: Approved Mine Plan of Sunhara Sand Mine, Prepared by Mr. Ajay Mohan (RQP/DGMMP/015/2013)
The amount of water required during mining and related activities would be around 18.3 KLD.
This demand will be fulfilled with the help of tanker water which will be sourced from nearby
villages.
Table E-4: Water Demand
S. No. Description Water Demand in KLD
1. 12.85 6.40
2. 5.21 4.30
3. 0.23 0.21
Total 18.28 or say 18.3
Source: Approved Mine Plan of Sunhara Sand Mine, Prepared by Mr. Ajay Mohan (RQP/DGMMP/015/2013)
Table E-5: Manpower Requirement
Employment Details Proposed
Supervisory staff 1
Part time mining engineer 1
Permit Manager 1
Mining mate 1
Time keeper/Store keeper cum first aider 1
Mali/watchman/pump operator 1
Skilled 1
Semiskilled 2
Unskilled Labour 5-6
Working days 240
Source: Approved Mine Plan of Sunhara Sand Mine, Prepared by Mr. Ajay Mohan (RQP/DGMMP/015/2013)
There is no topsoil as project is sand mine from riverbed. No waste will be generated from activity. Though, there will be negligible chances of adverse effect on vegetation, but it is proposed to plant about 2167 nos. / year of mining period @INR 100 per trees for mining plan period. About Rs. 1,88,900 annuals for three-year mine period. Remaining trees will be planted in nearby villages road or schools and others.
E.3. Description of Baseline Environment
The generation of primary data as well as collection of secondary data and information from the site and surroundings was carried out during post-monsoon season i.e.,October 2020 toDecember 2020. Table E-6 is showing the baseline status of the study area.
Table E-6: Baseline Status of Study Area Parameters Baseline Status
Ambient Air Quality
Particulate matter 10 varying from 35 μg/m
3to 70 μg/m
3. PM
2.5was observed 12 μg/m
3to 23 μg/m
3.
SO
2was varying from 5.2 μg/m
3to 14.9 μg/m
3.
NOx was observed 6.9 μg/m
3to 18.0 μg/m
3in study area.
CO was observed from 0.45 mg/m
3to 1.22 mg/m
3in study area.
All the parameters are complying to the standards as defined by CPCB.
Noise Level The Sound Pressure Level recorded during the daytime on all locations varies from
36.2 dB(A) to 57.2 dB(A) and during night-time varying from 25.4 dB(A) to 39.8
dB(A). The noise level was found well within prescribed standards due to absence of
any major noise generating activities in the area.
Ground Water
The ground water quality of the area was good for drinking. All the parameters were observed within the acceptable limits as prescribed in Indian Standard for drinking water 10500:2012. Only alkalinity is observed within permission limit which may be due to rock and lime availability in region.
Water was analyzed for physical, chemical, heavy metal and biological parameters and observed good quality of water. The sources are limited in the area of ground water for remote settlements. Most of population uses the handpump water for domestic uses in the study area. The project has no industries. Likewise, the fertilizer consumption is also low.
Surface Water
The pH was found 7.4. Dissolved Oxygen of the sources was varying between 7.2 to 6.5. BOD was varying between 3.7 to 4.4. Total Coliform is meeting to Outdoor bathing.
Soil Quality The pH was ranges 7.1 to 7.8 which were neutral to moderately alkaline as per ICAR guideline. The conductivity was varying from 169 µmhos/cm to 215 µmhos/cm. The organic carbon of the study area was varyingbetween 0.72% to 1.13%. Nitrogen was varying from 245 kg/ha to 310 kg/ha. Phosphorous was varying from 4.5 kg/ha to 19.5 kg/ha. The potash content was varying from 165 kg/ha to 211 kg/ha. Overall, the soil quality was good and observed less use of fertilizer in study area.
Meteorology The maximum temperature recorded during the study period was 35.8°C in the month of October and the minimum temperature was 9.6°C in the month of December. The highest RH found in the study area was 78% in the month of October, while minimum monthly average RH found 44% in the month of December. The average wind speed recorded was 0.9 m/sec. Wind rose diagram shows that the predominant wind direction during the study period was mainly North to South followed by South West to North East.
Source: Baseline studied during the study period by Insitu Envirocare and Laboratory.
E.4. Anticipated Environmental Impact and Mitigation Measures
The proposed mining operations are not anticipated to raise the concentration of the pollutants beyond prescribed limits. However, the measures are suggested to mitigate any harmful impacts of pollutants like plantation of trees along haul roads, especially near settlements, to help to reduce the impact of dust on the nearby villages; planning transportation routes of mined material to reach the nearest paved roads by shortest route;
regular water sprinkling on unpaved roads to avoid dust generation during transportation etc.
It is observed that the average ground level concentration (GLC) decreases from 26.35 µg/m
3for PM
10at 50 m at the center line of the road to 3.44 µg/m
3at 500 m from the center line of the road. These values have been predicted for a dry unpaved road in an uncontrolled scenario.
However, GLC of PM10 at 50 m will further reduce to 6.85µg/m
3and 0.90µg/m
3at 500 m in a controlled scenario i.e., through water sprinkling (Reduce GLC of 70-75%).
The distance of unpaved road from the proposed mine lease area is approximately 2,000.0 m.
After that pucca road is available. Hence, no fugitive emission will take place after this point.
The distance of nearest settlement is about 2 km from the mining area. Most of the fugitive dust
will get settled at this distance due to specific settling velocity of the particles. Also, regular
water sprinkling will reduce the dust drastically.
During proposed mining, there will be an increase in traffic flow on Cross Road (SH-49) near Ken Canal, which is running at about 2.9 km in SSE direction due to movement of trucks/dumpers carrying mined materials from the mine to destination. During the study period, traffic survey was done for one day i.e., 12 hours (8.0 AM to 8.0 PM) with 15-minute intervals at one location which is near to the project site which is connected to the project.
Table E-7: Existing and Proposed Traffic details on nearby Road
Year Traffic Volume in PCU/day V/C Ratio LOS as per IRC
T1 T1 T1
6,000
2020 295 0.05 A
2021 316 0.05 A
Addition due to project (Consider 5 dumpers only for this project (to and from trips))
201
Total PCU 2021 517 0.09 A
2022 553 0.09 A
2023 592 0.10 A
2024 633 0.11 A
2025 677 0.11 A
2026 724 0.12 A
2027 775 0.13 A
2028 829 0.14 A
2029 887 0.15 A
2030 949 0.16 A
(PCU Factor: Buses-3, Trucks-3, Car-1, Two-Wheeler-0.5)