EXECUTIVE SUMMARY · (SH 187)- Sattur to Sivakasi towards 0.5 km North side 8 Nearest railway...
Transcript of EXECUTIVE SUMMARY · (SH 187)- Sattur to Sivakasi towards 0.5 km North side 8 Nearest railway...
EXECUTIVE SUMMARY
1.Project Background:
The total extent area of the Proposed project is 4.31.5 Ha, Own patta land in
Chinnakamanpatti Village of Sattur Taluk, Virudhunagar District. The category of project is
B1 (cluster), It is a new Rough stone and Gravel quarry in Chinnakamanpatti village. The
lease area exhibits plain terrain topography covered by massive charnockite rough stone
formation.
The quarry operation is proposed to carry out with conventional open cast semi
mechanized mining with 6.0 meter vertical bench with a bench width of 5.0 meter.
Quarrying operation is carried out by Splitting of rock mass of considerable volume from
the parent rock mass by jackhammer drilling and blasting, hydraulic excavators are used
for loading the Rough stone from pit head to needy Crusher. Occasionally hydraulic
excavators are attached with rock breakers for fragmentation to avoid secondary blasting.
The quarry operation is proposed up to depth of 31.0m from the below ground level. The
Total Geological reserve is about 11,59,375m3 of Rough Stone. The Mineable Reserves and
Proposed Yearwise production is carried out 3,93,245m3 of Rough stone and Gravel is
1,88,988 m3 of reserves to be mined for (Sixty months) Five years only. Mining plan is
approved by Geology and Mining department of Virudhunagar district vide letter
no.Roc.No:KV1/808/2018,dated:06.03.2019 from the date of execution of lease dead. The
project area does not fall in Hill Area Conservation Authority region. There is no interstate
boundary, CRZ zone, Western Ghats, notified Bird sanctuaries, wild life sanctuaries as per
Wild life protection Act 1972, within the radius of 15Km.
2. Nature & Size of the Project
The proposed rough stone quarry over an extent of 4.31.5 Hectares land is located
Chinnakamanpatti Village, Sattur Taluk, Virudhunagar District. The lease granted area for
mining lease is a plain terrain and dry lands in nature.
Mineral intends to quarry :Rough Stone,Gravel
District :Virudhunagar
Taluk :Sattur
Village : Chinnakamanpatti
S. F. Nos. :227/1, 227/2A, 227/3A and 228
Extent :4.31.5 hectares
Table 1: Brief Description of the Project
S. No Particulars Details
1 Latitude 9°24'4.29"N 2 Longitude 77°51'51.44"E 3 Site Elevation above MSL 200m from MSL 4 Topography Plain terrain
5 Land use of the site Own Patta land
6 Extent of lease area 4.31.5Ha
7 Nearest highway (SH 187)- Sattur to Sivakasi towards 0.5 km North side
8 Nearest railway station Sattur Railway station - 7.50 Km -SE
9 Nearest airport Madurai Air Port - 54 Km-NE
10 Nearest town / city Town - Sattur - 6 Km -SE City - Madurai - 63.2 Km - NE District - Virudhunagar - 22.5 Km - NE
11 Rivers / Canal Vaipar River -6.71 km S
12 Lake
Muthalnaickerpatti Kanmai -1.70 km SE Mettamalai Kanmai – 3.12 km SE Ottampatti Kanmai- 1.85 km SW Anupakulam Kanmai -5.14 km NW
13 Hills / valleys Nil in 15 km radius
14 Archaeologically places Nil in 15 km radius
15 National parks / Wildlife Sanctuaries
Nil in 15 Km radius
16 Reserved / Protected Forests
Nil in 15 Km radius
17 Seismicity Proposed Lease area come under Seismic zone-II(low risk area)
18 Defense Installations Nil in 15 Km radius
3. Need for the Project
The said project plays a significant role in the domestic as well as infrastructural
market, achieving a huge infrastructure as being envisaged by Government of India
particularly in road and housing sector requires basic building materials. The Rough
stone is one of primary building material required for the purpose.
The mining activities as proposed are the backbone of all construction and infrastructure
projects as the raw material for construction is available only from such mining. The stone
extracted will be transported to be Stone crusher of district Virudhunagar. The raw
Rough stone as well as the crushed material of stone is in high demand in real estate,
construction projects as well as in building construction projects.
Rough stone is quarried for producing crusher aggregates to the nearby building
contractors, road contractors and nearby villagers.
After quarrying the entire reserves mined out, the area will be used as water
reservoir to have an artificial recharge to the nearby wells.
The rough stone is hard and compact in nature. It can be crushed only in crushers for
producing aggregates.
No damage to the land is caused, no reclamation or back filling is required.
Figure 1: Location Map of the Project Site
Figure 2: Google Image of the Project Site
4. Charnockite: Generally, the Charnockite is grey to greenish colored, coarse to medium grained, greasy
nature with or without garnet. Because of the limited outcrops, the quarry sections are
studied to infer the various interrelationships between the litho units. Charnockite is
interbanded nature with crystalline carbonate rocks are observed in most of the quarry
in Pandalgudi, Lakshmipuram, Gopalapuram, chinnakamanpatti,. Weathering of the
Charnockite on the surface gives a deceptive look of gneiss and in the quarry sections at
depth the fresh charnockite is exposed, which are well exemplified in almost all the
Charnockite quarry sections.
5. Geological Resources
The geological reserves have been calculated based on the cross section method
Table 2. Geological Resources
Section Length Width Height Rough stone volume(m3)
Gravel volume(m3)
A-A & B-B 220 220
140 140
6.0 25.0
- 7,70,000
1,84,800 -
C-C & D-D 175 175
89 89
6.0 25.0
- 3,89,375
93,450 -
TOTAL AVAILABLE GEOLOGICAL RESERVES 11,59,375 2,78,250
Table 3. Yearwise Production Plan
Section Year Length Width Height Rough stone volume(m3)
Gravel volume(m3)
C-C & D-D A-A & B-B
I-Year
149 44 34 24 58 45 35 25 15 5
46 32 22 12
122 109 99 89 79 69
6.0 5.0 5.0 5.0 6.0 5.0 5.0 5.0 5.0 5.0
- 7,040 3,740 1,440
- 24,525 17,325 11,125 5,925 1,725
41,124 - - -
42,456 - - - - -
I-Year production 72,845 83,580
A-A & B-B II-Year 36 36 36 36 36 36
122 109 99 89 79 69
6.0 5.0 5.0 5.0 5.0 5.0
- 19,620 17,820 16,020 14,220 12,420
26,352 - - - - -
II-Year production 80,100 26,352
A-A & B-B
III-Year
36 36 36 36 36 36
122 109 99 89 79 69
6.0 5.0 5.0 5.0 5.0 5.0
- 19,620 17,820 16,020 14,220 12,420
26,352 - - - - -
III-Year production 80,100 26,352
A-A & B-B
IV-Year
36 36 36 36 36 36
122 109 99 89 79 69
6.0 5.0 5.0 5.0 5.0 5.0
- 19,620 17,820 16,020 14,220 12,420
26,352 - - - - -
IV-Year production 80,100 26,352
A-A & B-B
V-Year
36 36 36 36 36 36
122 109 99 89 79 69
6.0 5.0 5.0 5.0 5.0 5.0
- 19,620 17,820 16,020 14,220 12,420
26,352 - - - - -
V-Year production 80,100 26,352
Total Production for five years 3,93,245 1,88,988
6. Mining 6.1 Size and Magnitude of Operation
In this mining lease area only 4.31.5 hectare area is available for mining of Rough stone
along with associated minor minerals. Due to significant role in the domestic as well as
infrastructural market, making the mining of Stone along with associated minor
minerals is economically viable.
It is an open cast mechanized mine. It is proposed to do mining by mechanized efficient & scientific operations
Process Description
The reserves and resource are arrived based upon the Geological investigation
Removal of Topsoil by Excavators and directly Loaded Into Tippers.
Removal of Rough Stone by Excavators by Drilling and Blasting.
Shallow Drilling With Jackhammer of 32-36mm Dia.
Minimum Blasting With Class 2 Explosives.
Loading of Rough Stone By Excavators Into Tippers.
7. Water Requirement
Total water requirement for the mining project is 1.57 KLD. The 90% water will be required
for the suspension of the dust, the rest of the water will use for domestic purpose as well as
for plant Table 4. Water Balance
8. Man Power Total manpower required for the project is approximately 14 persons. Workers will be
from nearby villages.
Table 5.Man Power
S. No Designation No. Category
1. General Manager (Mines) 1 Highly Skilled
2. Mining Engineer cum
1st class Mines Manager
3
3 Mines Foremen 4 Skilled
4 Mines Mate 4 Skilled
5 Driller 2 Skilled
9. Solid Waste Management (As per CPCB guidelines: MSW per capita/day =0.45 kg/day) Table .6 Solid Waste Management
S. No Type Quantity Disposal Method
1 Organic 3.78 kg/day Municipal bin including food waste
2 Inorganic 2.52 kg/day TNPCB authorized recyclers
S.No. Description Water in KLD Source
1 Domestic water 0.07 KLD Drinking water available in
Chinnakamanpatti village which is 1.43 km on NE
2 Green Belt 0.5 KLD From road tankers supply
3 Dust suppression 1.0 KLD From road tankers supply
Total 1.57 KLD
Table .7 Cluster Quarries in 500m Radius
S.
No. Quarry detail Village S.F No
Extent
(Ha)
I. Existing Quarry - NIL
II. Abandoned Quarry
1 Nalini Annamalaiyan Chinnakamanpatti 212/1,212/2,213 &
214/2A 4.29.0
2 S.Geetha Chinnakamanpatti 215/1A, 1B, 2, 3, 223/3,
224/2B, 2D, 2E, 2F 2.72.5
3 P. Karuppasamy Chinnakamanpatti 271/1, & 2, 272/1 & 2 1.00.0
4 T. Annamalaiyan Chinnakamanpatti 217/1 0.55.0
III. Proposed Quarry
5 P. Karuppasamy Chinnakamanpatti 225/1, 261/1, 269/2,
270/1, & 270/2 2.15.5
6 Nalini Annamalaiyan Chinnakamanpatti 227/1,227/2A,227/3A,228 4.31
.5
IV. Future Proposed Quarry
7 J.Vinoth Jeni Chinnakamanpatti 216 2.78.0
Total 17.81.5
10. Land Requirement
The total extent area of the Proposed project is 4.31.5 Ha, Own patta land in
Chinnakamanpatti Village of Sattur Taluk, Virudhunagar District.
Table .8 Land Use Breakup
S.No Land Use Present Area
(Ha) 1 Mining Area 3.08
2 Green Belt 1.20.5
3 Infrastructure & Roads 0.03
4 Un utilized area 0.00
Total 4.31.5
11. Human Settlement
There are no habitations within 500m radius. There are villages located in this area within
15km radius of the quarry.
Table .9 Population density
S.No
direction village Population Distance
1 North Chinnakamanpatti 2,000 1.0 Km
2 South Mela Oddampatti 600 3.0 Km
3 East Mettamalai 3,000 3.5 Km
4 West Konampatti 600 1.0 Km
12. Power Requirement
This rough stone quarry project does not require huge water and electricity.
12 Litre diesel per hour for excavator for mining and loading, A tractor
mounted compressor for drilling with diesel capacity of 5 lit per hour.
The total diesel required for the entire project is 58,475 lts
13.Scope of the Baseline Study
The chapter contains information on existing environmental scenario on the following
parameters.
1. Micro – Meteorology
2. Water Environment
3. Air Environment
4. Noise Environment
5. Soil / Land Environment
6. Biological Environment
7. Socio-economic Environment
Figure.3: Topo Map of the 5 km radius
13.1 Micro – Meteorology; Meteorology plays a vital role in affecting the dispersion of pollutants, once discharged
into the atmosphere. Since meteorological factors show wide fluctuations with time,
meaningful interpretation can be drawn only from long-term reliable data.
i) Average Minimum Temperature : 23 0C
ii) Average Maximum Temperature. : 33 0C
iii) Average Relative Humidity (%) : 75 %
iv) Average Annual Rainfall of the area : 818.5 mm
13.2 Air Environment Ambient air monitoring was carried out on monthly basis in the surrounding areas of the
Mine Lease area to assess the ambient air quality at the source. To know the ambient air
quality at a larger distance i.e. in the study area of 5 km. radius, air quality survey has been
conducted at 5 locations over a period of Pre Monsoon Season. Major air pollutants like,
Particulate Matter (PM10), Sulphur Dioxide (SO2), Nitrogen Dioxide (NO2) were
monitored.and the results are summarized below,
The baseline levels of PM10 (48-60 µg/m³), PM2.5 ( 19-31 µg/m³), SO2 (0-14 µg/m³),
NO2 ( 7-21 µg/m³), all the parameters are well within the standards prescribed by National
Ambient Air Quality during the study period from March 2019 to May 2019.
13.3 Noise Environment
Ambient noise levels were measured at 5 locations around the proposed project site. noise
level varies from 35 to 51 Leq dB during day time and during night time. Maximum &
minimum noise levels recorded during the day time were from 51 Leq dB and 39 Leq dB
respectively and maximum & minimum level of noise during night time were 48 Leq dB and
35 Leq dB respectively.
13.4 Water Environment
The average pH ranges from 7.49-8.05.
TDS value varied from 488 mg/l to 4308 mg/l
Chloride ranges 78 mg/L to 1439 mg/L
Total Hardness as calcium carbonate values ranges from 317 mg/l – 1539 mg/l
Sulphates ranges (23.2 mg/l – 1093 mg/l)
13.5 Land Environment
The analysis results show that soil is neutral in nature as pH value ranges from 7.1 to
7.59 with organic matter 0.48 % to 1.08 %. The concentration of Nitrogen, Phosphorus &
Potassium has been found to be in good amount in the soil samples.
13.6 Biological Environment
The proposed Mining lease area is mostly dry barren ground with small shrubs and
bushes. No specific endangered flora & fauna exist within the mining lease area.
13.6 Socio Economic Environment
Population as per 2011 census was 19.42 lakhs.
Rural population : 9.62 lakhs
Urban population: 9.80 lakh
The literacy rate is 80.15%.
14. Rehabilitation/ Resettlement
The overall land of the mine is private patta land. There are no displacement of the
population within the project area and adjacent nearby area. Social development of
nearby villages will be considered in this project.
The mine area does not cover any habitation. Hence the mining activity does not
involve any displacement of human settlement.
15. Greenbelt Development
1.The development of greenbelt will be done in the peripheral buffer zone of the mine
area.
2.Green belt has been recommended as one of the major component of environmental
Management plan, which will improve ecology, environment and quality of the
surrounding area.
3.Local trees like, Neem , Pungam etc will be planted along the south side lease
boundary and avenues as well as over Non-active dumps at a rate of 50 trees per
annum with interval 5m .
4.The rate of survival expected to be 80% in this area
Table .10 Plantation/ Afforestation Program
Year Name of species Place of
planted
No of
species Spacing Survival
2019-20 Neem/Pungam South 50 5m 80%
2020-21 Arasu/Naval South 50 5m 80%
2021-22 Poovarasu/Pungam South 50 5m 80%
2022-23 Naval/Pungam South 50 5m 80%
2023-24 Neem/Pungam South 50 5m 80%
Total 250
16. Anticipated Environmental Impacts
16.1Air Environment and Mitigation Measures
Water sprinkling will be done on the roads & unpaved roads. Proper mitigation measures like water sprinkling will be adopted to
control dust emissions.
Plantation will be carried out on approach roads & nearby mine premises.
To control the emissions regular preventive maintenance of equipments will be
carried out.
16.2 Noise Environment and Mitigation Measures
Periodical monitoring of ambient noise will be done as per CPCB guidelines.
No other equipment except the transportation vehicles and excavator for loading
will be allowed.
Noise generated by these equipments shall be intermittent and does not cause
much adverse impact
17.Responsibilities for Environmental Management Cell (EMC)
The responsibilities of the EMC include the following:
i. Environmental Monitoring of the surrounding area
ii. Developing the green belt/Plantation
iii. Ensuring minimal use of water
iv. Proper implementation of pollution control measures
18.Environmental Monitoring Program
A monitoring schedule with respect to Ambient Air Quality, Water & Wastewater
Quality, Noise Quality as per Tamil Nadu State Pollution Control Board (TNPCB), shall
be maintained.
19. Project Cost
The total project cost is Rs.2,42,36,640 for deployment of machinery and creation of
infrastructural facilities like approach road, Mine office / Workers Shed, First Aid Room
etc., including electrifications and water supply.
Table .11 Project Cost details
S.No. Description Cost
1 Project Cost 3,75,000
2 Expenditure Cost 2,34,60,640
3 EMP Cost 4,01,000
Total 2,42,36,640
20. Corporate Environmental Responsibility
The Corporate Environment Responsibility (CER) fund will be provided to the below
activity.
Table .12 CER Cost
S.No. CER Activity CER
2% of the project cost (Rs in lakhs)
1. Developing sports facilities, providing
toilet, RO facilities to Government school in
Chinnakamanpatti Village
4.69
Total 4.69
21. Benefits of the Project
There is positive impact on socio-economics of people living in the villages. Mining
operations in the subject area has positive impact by providing direct and indirect
jobs opportunities
The project is environmentally compatible, financially viable and would be in the
interest of construction industry thereby indirectly benefiting the masses.
Quarrying in this area is not going to have any negative impact on the social or
cultural life of the villagers in the near vicinity.