t - himachal pradesh state pollution control board

Bhootmarhi Limestone Mine (*DRAFT REPORT*)
Area 32.57 Ha (Non Forest), Village - Mauza Mandoli, Tehsil - Renukaji At Sangrah,
District - Sirmour, State - Himachal Pradesh, India.
khasra nos. 1353,1354/2/2 and 1354/2/3 & other ,Topo sheet No. 53 F/6 ,
Latitude 30º41’26.35” to 30º41’42.56” & Longitude 77º27’44.88” to 77º28’18.29”
Purpose: - Environment Clearance for Production of 2,50,000 MT/Year of Limestone
DECEMBER, 2013 Prepared by :- K.P. Agrawal & Team of Experts
WOLKEM CONSULTANCY SERVICES
Accredited BY QCI –NABET for Mining of mineral
(Open cast & Underground ) category “A” , Sr. in the
QCI/NABET list 164 as on 5 th
December ,2013
Issue date 06/06/2013 & Valid until 05/06/2015
E- 101, Madri Industrial Area, Udaipur ,
Pin No. 313003 ,Rajasthan
E-mail:- [email protected]
UNDERTAKING
Wolkem consultancy services, Udaipur (A division of Wolkem India Limited, Udaipur)
Accredited by QCI -NABET for mining of mineral (open cast & underground) category "A" Dated
18/06/2013 here by undertake that-
1. In the EIA studies and preparation of EMP documents for " Bhootmarhi Limestone Mine,
Khasra no. 1353, 1354/2/2 & 1354/2/3 & others over an area of 32.57 hect for mineral(s) -
Limestone in village(s) Mauza Mandoli, Tehsil- Renuka ji at Sangrah, District-Sirmour State
Himachal Pradesh belonging to Shri Vinendra Kumar Wal ia, all documents pertaining to
grant of lease as provided by the project proponent have been incorporated.
2. The Modif ied mining plan with PMCP prepared under rule 22(6) of MCR,1960, was
approved vide order no 614(2)/MP-B-283/08-DDN dated 07.09.2012 by Controller of Mines,
Indian Bureau of Mines, Ajmer, Rajasthan which has been duly considered in the
preparation of EIA/EMP.
3. It is also certified that the present study has been conducted as per the TOR approved by
Expert Apprai.sal Committee (EAC) for mining projects and released by MoEF vide letter No.
J-11015/83/2012-IA.II (M) dated 5th November 2013.
Place: Udaipur For & on behalf o\~l~e~ncy Services
v-.. ~ ~ K.P. Agrawal Sr. Vice President Mining & Environment
..
"Wolkem House",E-101, Mewar Industrial Area, Madri Udaipur (Raj) India- 313004 Tel.- +91 294 2494 600 to 002 ; Fax No.- +91 294 2494 608
Applicant : Sh. Vinender Kumar Walia Bhootmarhi Limestone Mine
Environmental Impact Assessment & Environment Management Plan
For Bhootmarhi Limestone Mine
Village Mauza Mandoli, Tehsil Renukaji at Sangrah, District Sirmour, Himachal Pradesh
INDEX
1 Action taken report on Terms of Reference i-ix
2 Executive Summary of project in English language x-xxiv
3 EIA/EMP Report 1-106
CONTENTS
1.1.0 Purpose of the project 1
1.2.0 Identification of project and project proponent 1
1.3.0 Profile of the project proponent and background 1
1.4.0 Brief description of the project 1-3
1.5.0 Importance to the country 3
1.6.0 Infrastructure facilities 3-4
1.8.0 Objectives of Environmental Management Plan 4
1.9.0 Legal status of project 4-5
1.10.0 Steps for preparation of EIA/EMP 5
2.0.0 CHAPTER –II - Project Description 6-19
2.1.0 Type of project 6
2.2.0 Need of the project / use of the mineral 6
2.3.0 Location 6
2.5.0 Geology 7-8
2.6.0 Exploration 8-10
2.10.0 Drilling & Blasting 13
2.11.0 Explosive Licenses 13
2.13.0 Land use 15
2.15.0 Stacking of mineral rejects and disposal of waste 16-17
2.16.0 Construction of check dams 17-18
2.17.0 Extent of mechanization 18
2.18.0 Utilities & proposed site facilities 18-19
3.0.0 CHAPTER – III - Description of the Environment 20-57
3.1.0 Introduction 20
3.2.0 Methodology 20
3.4.0 Topography & Drainage 22
3.7.0 Noise Environment 26-38
3.8.0 Water Environment 38-41
3.9.0 Land Environment 41-42
3.10.0 Soil Environment 43
3.11.0 Biological Environment 43-49
3.12.0 Socio Economic Environment in core zone & buffer zone 49-57
4.0.0 Chapter-IV - Anticipated Environment Impacts and Mitigation Measures 58-83
4.2.0 Air Environment 58-63
4.3.0 Noise & Vibration 63-66
4.4.0 Water Environment 66-68
4.5.0 Land Environment 68-72
4.7.0 Afforestation programme 72-73
4.8.0 Socio-Economic status 74
4.10.0 Environmental Risks 75
4.12.0 Impact on health 77
4.13.0 Safety 77-78
5.0.0 CHAPTER –V - Analysis Of Alternatives (Technology & Site) 84-85
5.1.0 Analysis of alternatives (Technology & Site) 84-85
6.0.0 CHAPTER – VI - Environmental Monitoring Programme 86-87
6.1.0 Monitoring schedule and parameters 86
6.2.0 Health Environmental & Environmental monitoring schedule 86
6.3.0 Equipments for Environment restoration plan 87
6.4.0 Data Analysis & Reporting Schedule 87
6.5.0 Organization 87
7.1.0 Public consultation 88
7.2.0 Social impact assessment and R & R action plans 88
7.3.0 Risk assessment and safety management plan 88-95
8 .0.0 CHAPTER – VIII - Project Benefits 96-97
8.1.0 Improvement in physical infrastructure 96
8.2.0 Improvement in social infrastructure 96
8.3.0 Employment potential 96-97
8.4.0 Salary structure 97
9.0.0 CHAPTER –IX - Environmental Cost Benefit Analysis 98-100
9.1.0 Financial provisions 98
9.3.0 Environment cost 99
9.6.0 Marketing 100
10.3.0 Organizational structure 101
10.6.0 Environment Management Policy 102
11.0.0 CHAPTER – XI- Summary And Conclusion 103-104
11.1.0 Summary 103-104
11.2.0 Conclusion 104
12.1.0 Disclosure of the consultant engaged 105-106
-------------
1.2 Year wise production details since 1994 3
2.1 The existing land use pattern 6
2.2 Tectono – Stratigraphic domains of Lesser Himalayan Tectogen 7
2.3 Estimated mineral reserves are summarized 9
2.4 Grade wise distribution of mineral & dolomitic limestone reserves 10
2.5 Chemical analysis of dolomite limestone 10
2.6 Production & development for first 5 years. 12
2.7 Proposed drilling and blasting design 13
2.8 Computation of year wise production, generation of waste & stripping 14
2.9 Block year wise OB proposed for current lease period 14
2.10 Land use pattern 15
2.11 Land use pattern during lease period 2005-2025 15
2.12 Afforestation in the mining lease area within 20 years period: 16
2.13 Afforestation on adjacent land purchased by us during lease period 16
2.14 Generation of top soil and over-burden waste for 5 years 17
2.15 Stacking of waste in external dumps 17
2.16 Extent of mechanization 18
2.17 Specifications of machineries used and proposed to be used 18
2.18 list of manpower 19
3.1 Study area at a glance 20
3.2 Ambient Air Quality Monitoring Station 24
3.3 Noise monitoring station 26
3.3.1-9 Results of Noise level 28-36
3.4 Ambient Noise Level 37
3.5 Ambient Noise Quality Standard 37
3.6 Details of traffic density 38
3.7 Description of Ground Water Sampling Locations 39
3.8 Description of Surface Water Sampling Locations 40
3.9 Surface water flow pattern 40-41
3.10 Land use of Study Area 41
3.11 Land Use Pattern (Lease Area) 42
3.12 Soil Monitoring Stations 43
3.13 List of flora in core Zone 44
3.14 List of flora in buffer Zone 43-46
3.15 list of crops & vegetables 46
3.16 List of fauna 47
3.17 Distribution of population in study area 54
3.18 Distribution of population by Social structure 55
3.19 Distribution of literate and literacy rates 55
3.20 Occupational structure of the study area 55-56
3.21 Educational facilities in the study areas 56
3.22 Health facilities 57
3.23 Details of human settlement and population in the Tehsils 57
3.24 Distribution of male and female and literacy in Tehsils 57
3.25 Live stock population as per 2001-02 57
4.1 Emission Factor Suspended Particulate Matter (≤30µm) 59
4.2 Area Source Dimensions 60
4.3 Predicted 24hourly Concentration of PM (≤30µm) at AAQM 61
4.4 Showing Noise level of mine after prediction effect 63-64
4.5 Noise wise activity 64
4.6 Permissible Exposure Noise Limits as per CPCB norms 65-66
4.7 Present Land use ,land utilized at the end of 5 th
year in ha 68
4.8 Land use pattern during lease period 2005-2025 68
4.9 Schedule of land use and reclamation during Lease period 70
4.10 Post Mining land use of core zone with environment management 71
4.11 Afforestation on waste dump 72
4.12 Programme of afforestation 73
4.13 Environmental risk & mitigative measures 75
4.14 Occupational risks and arrangements proposed 76-77
4.15 Impacts on Health 77
4.16 Environmental parameters, possible impacts & anticipated nature of
impact 78-80
4.17 The Parameter weight age with or without control measures 80-81
4.18 Environmental impact matrix without control measures 82
4.19 Environmental impact matrix with control measures 83
5.1 Process flow sheet 84-85
6.1 Monitoring schedule and parameters 86
7.1 INITIAL HAZARD IDENTIFICATION, RISK, ASSESSMENT AND PRIORITIZATION 90
7.2 IDENTIFYING MECHANISMS CONTRIBUTING PRINCIPAL HAZARDS AND RANKING 90-91
7.3 CONTROL MEASURES & PROCEDURES FOR RESPECTIVE MECHANISMS CONTRIBUTING
HAZARDS 91-95
9.2 Environment Cost 99
9.4 Budget for future village development programme 100
12.1 Disclosure of consultants engage 105-106
---------------
Fig : 1 Water Balance Diagram 19
Fig : 2 Wind rose diagram 23
Fig : 3 Graphical presentation of results of AAQ 25
Fig : 4 Graphical presentation of results of Noise monitoring 37
Fig : 5 Schematic diagram of site elevation, working depth & ground water 39
Fig : 6 Pie chart for land use of study area 42
Fig : 7 24hourly Isopleth of predicted Concentration of PM (< 30 µm) 60
Fig : 8 Organization structure & responsibilities 87 & 101
LIST OF ANNEXURES
No.
1 Copy of form J for renewal of mining lease I
2 ML renewal letter No. Udyog(CHH)7-5/84-II- Loose dated 18.11.2008 and lease
deed was executed on 13.12.2010 between Commissioner Industries, Himachal
Pradesh and Sh. V.K.Walia. vide office memo No. Udyog- Bhu(Khani-4) (major-
90/2003 – 7162 dated 21.12.2010 which was executed on 8.2.2011.
II-A & II-B
3 Joint inspection report 28.8.2008 for grant of ML & Khasra map along with
Khasra details
III-A & III-B
4 Approval letter of mining plan by IBM 614(2)/MP-B-283/08-DDN dated
30.10.2008.
Approval of modified mining plan by IBM vide letter dated 07/09/2012
IV-A & IV-B
5 NOC from land owners for ML area and adjacent lands acquired V
6 MoEF letter dated 6 th
July , 2012 and its reply alongwith an affidavit VI-A & VI-B
7 Copy of approved TOR Letter issued by MoEF , New Delhi dated 5/11/2013 VII
8 Engagement of consultants accreditation dated 18 th
June ,2013 by NABET VIII
9 NABL accreditation of Wolkem India Limited Laboratory IX
10 Application for permission for wild life Sanctuary & present status,
Authenticated key plan, Authenticated flora & fauna list with wild life
conservation plan
11 Environment Policy of mining company XI
12 Analysis reports of Air, Surface water, Ground Water ,Soil & free silica XII
13 Occupational health and medical checkup programmes XIII
14 Details of expenses on CSR activities incurred so far by owner XIV
15 Demographic & socio economic details within 10 km study area XV
16 Meteorological data April to June 2012 XVI
17 Terms of Reference along with form –I & Pre-Feasibility report XVII
18 Photographs of Bhootmarhi Limestone mine area XVIII
LIST OF PLATES
1. Location Plan I
2 Key plan II
3. Surface plan III
4. Geological Plan IV
5. Geological sections V
6. Conceptual plan & sections VI 7. Progressive mine closure plan VII
i
Action taken report on TOR given by Ministry of Environment & Forest vide letter No J-11015
/83/2012-IA.II(M) dated 5 th
production.
S.NO DESCRIPTION AS PER MOEF COVERED IN EIA/EMP AS PER DETAILS
1 Status of compliance of the earlier EC
conditions along with supporting
submitted.
exhibited in annexure No. XVIII of EIA/EMP
documents.
one year prior to 1994. It may also be
categorically informed whether there had
been any increase in production after
the EIA Notification, 1994 coming into
force w.r.t. the highest p r o d u c t i o n
achieved prior to 1994.
1997-98.
the fact that the proponent is the
rightful lessee of the mine should be
given.
The State Govt. has renewed the ML vide letter No.
udhyog – bhu (khani-4) major – 90/2003 – 7661
dated 27/11/2008 for further 20 years period w.e.f.
25.4.2005 upto 24.4.2025. A copy of letter is placed
at Annexure II.
plan, EIA and public hearing should be
compatible with one another in terms of
the mine lease area, production levels,
waste generation and its management
and mining technology and should be in
the name of the lessee.
Complied with.
area superimposed on High Resolution
Imagery / toposheet should be provided.
All coordinates of mining lease boundary marked on
Toposheet No 53 F/6, are given in chapter No I, &
Table No 1.1.
down Environment Policy approved by
its Board of Directors? If so, it may be
detailed in the EIA report.
Environment policy is detailed in the EIA report at
Annexure XI.
prescribe for standard operating
any infringement / deviation /
norms / conditions? If so, it may be
detailed in the EIA.
Annexure XI.
Administrative order of the company to
deal with the environmental issues
Organization chart showing reporting mechanism is
included in annexure No XI.
ii
the EC conditions. Details of this system
may be given.
reporting of non compliances / violations
of environmental norms to the Board
of Directors of the company and /
or shareholders or stakeholders at
large? This reporting mechanism should
be detailed in the EIA report.
Organization chart showing reporting mechanism is
included in annexure No XI.
10 The study area will comprise of 10 km
zone around the mine lease from lease
periphery & the data contained in the EIA
such as waste generation etc should be for
the life of the mine/lease period.
Computation of year wise production, generation of
waste and stripping ratio for lease period are given in
chapter No II & table No 2.8 & 2.9 of EIA report.
11 Land use of the study area delineating
forest area, agricultural land, grazing
land, wildlife sanctuary and national
park, migratory routes of fauna, water
bodies, human settlements and other
ecological features should be indicated.
1. The lease area of 32.57 hect has a steep
topography with little vegetation. No forest land
is involved in the core zone. The entire lease area
comprises of Gair mumkin land (23.185 hects.) &
Shamlati land (9.385 hects.).
2. Land use of the study area has been deliberated
in Chapter No II at table 2.10 & 2.11.
3. The Renuka Wild life Sanctuary lies at a crow fly
distance of 8.75 km and 18 Km by road from the
mine lease/ core zone.
other ecological features are demarcated in plate
No II.
should be prepared to encompass pre-
operational, operational and post
operational phases and submitted.
Land use plan of the mine lease area is detailed
available in Table 3.11
Biosphere Reserves, Wildlife Corridors,
as proposed), if any, within 10 km of the
mine lease should be clearly indicated
supported by a location map duly
authenticated by Chief Wildlife Warden.
Necessary clearance, if any, as may be
applicable to such projects due to
proximity of the ecologically sensitive
areas as mentioned above should be
obtained from the State Wildlife
Department/ Chief Wildlife Warden
and copy furnished
(Crow fly) from lease boundary and 18 kms by road.
A letter from Principal chief conservator of forests
(Wild life) cum CWLW,HP Shimla dated 30.4.2011 is
enclosed at Annexure X -B.
Further an application for seeking permission from
national board for wild life dated 30.7.2012 is under
consideration (Annexure X – A).
radius of the periphery of the mine
lease)] shall be carried out. Details of
flora and fauna, duly authenticated,
separately for core and buffer zone
should be furnished based on primary
field survey clearly indicating the
Schedule of the fauna present. In case
of any scheduled-I fauna found in the
study area, the necessary plan for their
conservation should be prepared in
consultation with State Forest and
Wildlife Department and details
for implementing the same should be
made as part of the project cost.
A detailed biological study of study area (core &
buffer zone) including flora & fauna and conservation
plan was undertaken, report on which is given at
annexure No X.D
should be given.
Details given in chapter No 4 (para No 4.5.5) of EIA
report.
the project affected people should be
furnished. While preparing the R&R
plan, the National Rehabilitation &
view. In respect of SCs / STs and other
weaker sections, need based sample
survey, family-wise, should be
and action programmes prepared
accordingly integrating the sectoral
State Government.
project proponent is already taking several steps for
community development.
baseline data on ambient air quality
(PM10, SO2 and NOx), water quality,
noise level, soil and flora and fauna
shall be collected and the AAQ data so
collected presented date-wise in the EIA
and EMP report. Site-specific
monitoring stations should be such as
to represent whole of the study area
and justified keeping in view the pre-
dominant downwind direction and
should be at least one monitoring
1) For ambient air quality the studies were
carried out during summer season of the year
2012-13 involving 9 different locations covering
core & buffer zone . Details are given in chapter –
III and annexure No XII.
2) Ground water quality has been carried out at 5
different locations and details are covered in
Chapter No III , Table 3.7.
3) Surface Water quality monitoring has been
carried out at 7 different locations and is covered
in chapter No III , Table 3.8.
4) Noise level monitoring has been carried out at 9
different locations and is covered under chapter
No III and Tables 3.3.1 to 3.3.9.
5) Site specific Meteorological data is enclosed as
iv
in the pre-dominant downwind
direction. The mineralogical composition
be given.
annexure XVI.
road near Barag Village) was made available
nearby 500 m of the mine lease in the pre-
dominant downwind direction.
7) The free silica in PM10 is less than 1% .
18 Air quality modeling should be carried
out for prediction of impact of the
project on the air quality of the area.
It should also take into account the
impact of movement of vehicles for
transportation of mineral. The details
of the model used and input
parameters used for modeling should
be provided. The air quality contours
may be shown on a location map clearly
indicating the location of the site,
location of sensitive receptors, if any
and the habitation. The wind roses
showing pre-dominant wind direction
1. Air quality modeling has been carried out using
US EPA ISCST3 - Industrial Source Complex –
Short Term Model (Version 02035) for pit source
to predict the impact of project on air quality. Air
quality modeling Covered in Chapter IV , para
4.2.0 of EIA report.
modeling are given in Chapter IV.
3. Air quality contours are shown in location map
indicating location of the site and nearby
habitation (Village). However, no sensitive
receptors (areas) were identified. It is concluded
from the map that there is negligible impact on
air quality of the area due to project.
4. The traffic density survey has been carried out
and details are incorporated in chapter III ,para
3.7.7 .
wind direction are given Figure 2 of chapter III.
19 The water requirement for the project,
its availability and source to be furnished.
A detailed water balance should also be
provided. Fresh water requirement for
the project should be indicated.
Details of Water requirement of the project, its
availability, and source are covered in Chapter II.
There are:
in and around core zone.
Detailed water balance diagram is shown in of
Chapter No II at Fig No 1.
20 Necessary clearance from the
Competent Authority for drawl of
requisite quantity of water for the
project should be provided.
The water table in this area is below 30-40m as per
water level study carried out by Ground water board
of H.P. Since the mining is proposed 15m below the
surface only no interference of water table during
mining is anticipated. In Figure No 6 chapter III a
v
limestone is above water table.
21 Details of water conservation measures
proposed to be adopted in the project
should be given.
included in chapter No IV.
22 Impact of the project on the water
quality both surface and groundwater
should be assessed and necessary
safeguard measures, if any required
should be provided.
limestone. Water sampling of both surface water &
ground water was done and tested that water quality
is within the permissible limit. Water analysis Reports
are enclosed as annexure No XII.
Impacts & its mitigative measures are discussed in
chapter IV & para 4.4.1, 4.4.2 &4.4.3.
23 Based on actual monitored data, it may
clearly be shown whether working will
intersect groundwater. Necessary data
be provided. In case the working will
intersect groundwater table, a detailed
hydro geological study should be
undertaken and report furnished.
Necessary permission from Central
below ground water and for pumping of
ground water should also be obtained and
copy furnished.
water table exists of 30-40 m depth where as mining
will confine to only 15 m depth from surface.
Schematic representation is given in figure No 5 of
chapter III.
otherwise, passing through lease area
and modification / diversion proposed,
the hydrology should be brought out.
In the lease area during rainy season barwane ka
khalla (stream). Flows in a part of lease area in the
northern side besides some local flows. Other than
above, no natural stream occurs.
25 Details of rainwater harvesting
proposed, if any, in the project
should be provided.
within M.L area as shown in development plans. Silt
deposited will be regularly cleared during the rainy
season.
provided both in AMSL and bgl. A
schematic diagram may also be provided
for the same.
available in chapter III.
estimated and details for its disposal and
management should be provided. The
quantity, volumes and methodology
Quantity of Solid waste:
backfilling proposed, if any, should also
be given. It may be clearly indicated
that out of the total waste generated
during the mine life, how much quantity
would be backfilled and how much
quantity would be disposed off in the
form of external dump (number of
dumps, their height, terraces etc. to be
brought out).
waste are provided in conceptual mining plan in
chapter II (para 2.12).
In the mining area no significant top soil is present
details are given in chapter No III.
Details of backfilling are provided in chapter II &
Table2.9 & 2.10
format) and submitted.
period is given in chapter No IV & table 4.9.
29 Impact on local transport infrastructure
due to the project should be indicated.
Projected increase in truck traffic as a
result of the project in the present
road network (including those outside
the project area) should be worked
out, indicating whether it is capable of
handling the increased load.
Arrangement for improving the
infrastructure, if contemplated (including
such as State Government) should be
covered.
this will increase the existing traffic. About 263 PCU
will be added to the existing traffic in the area , daily.
The existing network of roads would able to absorb
additional PCU. However regular maintenance of
roads is done.
chapter III, Table 3.6.
be included in the EIA report
Local workers available in surrounding will be
employed for mining, hence there is no need to
providing housing facilities. Other facilities like mine
office, rest shelter, and blasting Shelter will be
constructed at the mine site as given in chapter II (
para No 2.18.0)
Reclamation and Rehabilitation of mined
out area (with plans and with adequate
number of sections) should be given in
the EIA report.
Chapter IV & Table 4.9 .
development, plantation and
covered under plantation and the
species to be planted. The details of
plantation already done should be given.
Phase-wise green belt development/ Programme of
Afforestation is discussed in chapter IV & table 4.11
& 4.12.
vii
should be anticipated and preventive
measures initiated. Details in this regard
should be provided. Details of pre-
placement medical examination and
periodical medical examination schedules
should be incorporated in the EMP.
In view of the mining the workers shall be trained to
do their jobs in safe manner .Protective equipments.
would be provided. Regular health checks shall be
conducted.
various activities and preventive and mitigative
measures proposed are given in chapter No IV &
Table 4.14
and related activities for the population
in the impact zone should be
systematically evaluated and the
No habitation is found in the core zone. However
studies had been carried out for health impact in the
buffer zone. The impacts found are within the
permissible limit. However periodic checkup camps
are proposed in the annual programmes.
35 Measures of socio economic significance
and influence to the local community
proposed to be provided by project
proponent should be indicated. As far
as possible, quantitative dimensions
implementation.
36 Detailed environmental management
impacts
impact due to change of land use, due
to loss of agricultural land and grazing
land, if any, occupational health impacts
besides other impacts of the projects.
Details discussed in Chapter X.
37 Public hearing points raised and
commitment f the project proponent
on the same along with time bound
action plan to implement the same
should be provided and also incorporated
in the final EIA/EMP Report of the Project.
Public hearing yet to be conducted. So it will be
incorporated after conducting public hearing.
38 Details of litigation pending against the
project, if any, with direction /order
passed by any Court of Law against the
project should be given.
Since MoEF gave violation, it is under after filing the
litigation project proponent informed MoEF which
has accordingly released TOR for project.
39 The cost of the project (capital cost
and recurring cost) as well as the cost
towards implementation of EMP should
clearly be spelt out.
Discussed in Chapter IX.
with cross referencing of the relevant
sections / pages of the EIA report should
Agreed.
viii
referenced with index and continuous
page numbering.
especially in tables, the period in which
the data were collected and the sources
should be indicated.
language other than English, an
English translation should be provided.
Complied.
e)
prescribed by the Ministry shall also be
filled and submitted.
appraisal by MoEF.
the approval letter for the proposed
capacity should also be submitted.
would be submitted
instructions for the proponents and
instructions for the consultants
11013/41/2006-IA.II (I) dated 4th
followed.
scope and project parameters (as
submitted in Form-I and the F.R for
securing the TOR) should be brought to
the attention of MoEF with reasons for
such changes and permission should be
sought, as the TOR may also have to
be altered. Post Public Hearing changes
in structure and content of the draft
EIA/EMP (other than modifications
revised documentation.
7 The EIA report should also include (i)
surface plan of the area indicating
contours of main topographic features,
drainage and mining area, (ii) geological
maps and sections and (iii) sections of
the mine pit and external dumps, if
Agreed.
ix
the adjoining area.
generic structure prescribed in appendix –
III of the EIA Notification ,2006) covering
the above mentioned issues, the
proponent will get the public hearing
conducted and take further necessary
action for obtaining environment
Notification ,2006
Bhootmarhi Limestone Mine (*EXECUTIVE SUMMARY*)
Area 32.57 Ha (Non Forest), Village - Mauza Mandoli, Tehsil - Renukaji At Sangrah,
District - Sirmour, State - Himachal Pradesh, India.
khasra nos. 1353,1354/2/2 and 1354/2/3 & other ,Topo sheet No. 53 F/6 ,
Latitude 30º41’26.35” to 30º41’42.56” & Longitude 77º27’44.88” to 77º28’18.29”
Purpose: - Environment Clearance for Production of 2,50,000 MT/Year of Limestone
DECEMBER, 2013 Prepared by :- K.P. Agrawal & Team of Experts
WOLKEM CONSULTANCY SERVICES
Accredited BY QCI –NABET for Mining of mineral
(Open cast & Underground ) category “A” , Sr. in the
QCI/NABET list 164 as on 5 th
December ,2013
Issue date 06/06/2013 & Valid until 05/06/2015
E- 101, Madri Industrial Area, Udaipur ,
Pin No. 313003 ,Rajasthan
E-mail:- [email protected]
CONTENTS
1.0.0 EXECUTIVE SUMMARY
1.7.0 Stacking of Mineral Rejects and Disposal of waste xii
1.8.0 Extent of Mechanization xii-xiii
1.9.0 Utilities & Proposed Site Facilities xiii
2.1.0 Description of Environment xiv
2.1.1 Study area at a glance xiv-xv
2.1.2 Meteorology xv
2.1.4 Water environment xvi-xvii
2.1.8 Soil xviii
2.1.10 Population of the Study Area xix
3.1.0 Anticipated Environmental impacts & mitigative measures xix
3.1.1 Ambient Air xix-xx
3.1.3 Noise levels xx-xxi
3.1.5 Land xxi
5.1.0 Additional Studies xxiii
5.1.1 Social impact assessment and R & R action plans xxiii
6.1.0 Project Benefits xxiii
WCS : Executive Summary
EXECUTIVE SUMMARY
This report is prepared for obtaining Environment Clearance of Bhootmarhi Limestone mine project
for a production of 2,50,000 MT/ Year of Limestone confined to 32.57 hect (386 Bigha 07 Biswa, Non
Forest), M.L area, situated near Mauza Mandoli, Tehsil Renukaji at Sangrah, District Sirmour,
Himachal Pradesh. Mine lease area o f 32.57 ha consist of 23.185 ha Gair mumkin land and balance
9.385 ha is shamlat land. No forestland is involved in the project. The applied area falls in Survey
of India Toposheet No. 53 F/6 between Latitude 30º41’26.35” to 30º41’42.56” and Longitude
77º27’44.88” to 77º28’18.29”. It is at about 26.00 km away from Sangarh the nearest town. The lease
area is approachable by state highway on Nahan – Dadahu (Renukaji) Sangarh route. The area is
connected with a good network of roads with regular public transport services.
Total Capital cost for mining & environment Rs. 140 lakhs .The environment cost for environmental
and occupational health activities - Rs. 14 lakhs / Year & village development programme is Rs 8.00
Lakhs /Year.
1.2.0 Topography & Drainage
The area exhibits the steep topography with highest altitude 1638 mRL on the top of the hill near
south west corner. The southern boundary of ML area (C, D survey points) is striking east west and
steeply sloping from 45 to 50 0 from south to north and east to west in a radial fashion. In the central
part of the area, the elevations varies between 1531 to 1561 mRL. The south west part of the ML is
sloping from 1531 to 1381mRL. Northern part of the boundary from pillar A to E is also striking east
west, the lowest altitude is recorded near pillar A (1260.72m) which is extreme north east corner of
the ML.
The area is drained by the seasonal water channels flowing from top of the hill down to the slope
north and towards south east. These seasonal water drains join the Barwane Ka khala flowing from
west to east. A part of this seasonal nalla is flowing within the ML area towards north of the mining
lease. The Barwane Ka khala joins Jagar Ka khala just outside the lease area which ultimately meets
the perennial giri river flowing at a distance of 8 km from M.L area.
1.3.0 Local Geology
The area represents occurrence of limestone, dolomitic limestone and sporadic shale which strike
East -West with steep dips of 60 to 70 0 towards north. The rock formations of the area belong to the
Sirmour structure belt.
1.4.0 Reserves
The limestone and dolomitic limestone reserves quality wise are given with UNFC classification of
reserves in tables 1.4 a & b.
UNFC Paper
111 543572 724763 2174288 181191 3623814
221 972032 1296043 3888130 324011 6480216
222 280095 373459 1120378 93365 1867297
333 280087 373450 1120349 93362 1867248
Dolomitic limestone zone mineral reserves
UNFC Glass & soap industries
limestone
121 426329 75234 501563
221 10131947 1787991 11919938
323 363079883 64072920 427152803
Classification Code Limestone Dolomitic limestone
Total Mineral Resources (A + B)
A. Mineral Reserve
Sub total (A) 3623814 501563
B. Remaining Resources
2. Pre feasibility Mineral Resource 221 6480216 11919938
3. Pre feasibility Mineral Resource 222 1867297 0
4. Measured Mineral Resource 331 0 0
5. Indicated Mineral Resource 332 0 0
6. Inferred Mineral Resource 333 1867248 427152803
7.Reconnaissance Mineral
1.5.0 Mineral Beneficiation
Sorting, sizing, dressing etc will be carried out manually. On physical examination (on the basis of
whiteness), different grade of limestone shall be stacked on the benches & loaded on to the
trucks/dumpers for dispatch to the customers. The mineral for which additional control is required
would be transported to crushing plant situated outside the ML.
1.6.0 Present method of working
During the past mining plan period limestone mining was carried out in two pits A & B (earlier pit No.
1,2,3,4,5,6) along the hill slopes and strike of the deposit which is East -West. The approach road was
made within the shale from bottom of the hill and all benches were connected so as to reach the top
of the working. The average gradient of road is 1 in 6 to 1 in 8 and efforts have been made to connect
the benches by ramps but due to steep topography at places the bench and ramp one and same.
Bench height varied from 8m to 15 and width varying 6-20 m due to steep topography. The mine was
being worked by mechanized method using JCB excavator with 2 dumpers of 8 tonne capacity.
Proposed method of Mining
Presently looking to the width of the limestone deposit pit A only will be developed. According to the
occurrence of mineral and topography of the land it is proposed to develop pit-A in east west
direction by forming benches of 10m ht and 10 m width with slope of 70 0 . The benches are
proposed to be connected by road and ramps of 1 in 10 gradient. Because of topography it may not
be possible to maintain the slope of 1 in 10 at all the places. For maintaining road and ramps proper
cutting and filling will also be done by making a support wall so that safety can be ensured. The
overall pit slope and ultimate pit slope would be 30 to 45 degree, respectively. The drilling would be
done using jack hammer drills.
The mining will be by open cast mechanized method using wagon drill for blast holes and excavator &
rock breaker. The dumpers of 8-10 tonne capacity are proposed to be used. Mineral will be manually
sized to 8” boulders. Sorted mineral / graded mineral will be loaded in to the dumpers / trucks for
transportation to the crusher plant situated at village nerabag depending upon specific requirement
of the costumer. The inter burden waste comprising of shale will be loaded in to the dumpers by
excavator and transported to the dumping site within the ML area.
It is to be highlighted that the current mining plan was prepared during 2011-12 and approved by
IBM on dated 07.09.2012. The year wise projections of five year period (2012-17) was done for
production of mineral ,waste ,reclamation and all other in puts & out puts. As EC was not available,
no physical activity commenced .Hence as and when mining commences the first year projection
would be same as that of planned 2012-13 period and subsequent period would be accordingly
shifted.
1.7.0 Stacking of Mineral Rejects and Disposal of waste
There is no top soil generation. The shale with in dolomitic, limestone is occurring as inter burden
waste. Total generation of waste rock in five year (2012-17) is proposed to be 47967 m3 only.
1.8.0 Extent of Mechanization
Removal of top soil , if any By manual labour / excavator
Drilling By wagon drill / jack hammer
Blasting High explosive / ANFO
Excavation of mineral limestone By excavator
Breaking of mineral limestone in 8” size By rock breaker / manual labour
Sorting & grading of mineral limestone By manual labour
Transportation of mineral from pit head to plant By dumpers / trucks
Loading of waste on to the dumper By excavator
Unloading of waste at dumping site By dumper
1.9.0 Utilities & Proposed Site Facilities -
Utilities: No water supply system exists in the area. Drinking water and water for other purpose is
brought from natural streams, Bawadi, outside lease area. Drinking water is stored in clean covered
earthen pots and kept near working faces.
Peak Water Requirement
Purpose Peak demand
Dust Suppression 15 m 3 /day
Plantation 5 m 3 /day
Electricity: The mine is being worked in one shift (i.e. general shift) only, so no lighting arrangement is
required & will be required. Presently required. However, in future if need arises diesel generator
would be used.
Explosives - Mining will be carried out by drilling/ blasting therefore use of explosives is proposed.
Ammonium Nitrate and fuel oil explosives shed will be provided at mine and license will be obtained.
Man power: List of manpower existing & proposed is given below:-
Head Existing Proposed
Skilled 9 14
2. Tool Store
2.1.0 Description of Environment
General Particulars
Study area (10 km radius) 314 sq. km.
Village, Tehsil, District , State Mauza Mandoli, Renukaji at Sangrah , Sirmour, H.P
Latitude (N) 30º41’26.35” and 30º41’42.56”
Longitude (E) 77º27’44.88” to 77º28’18.29”
Survey of India Toposheet No &
khasra nos
Elevation Max elevation 1638 mRL & Min. elevation 1260 mRL
Seismic Zone IV Zone
Total Population 25783
Total Male 13084
Total Female 12699
Total Literate 13199
Male Litertate 7834
Female Literate 5375
Total Household 4219
Other details
Core Zone Buffer Zone
Biosphere Reserve /Tiger
area
2.1.2 Meteorology
The meteorological station was installed on top of the site office of sangrah mine. The sampling
frequency maintained was hourly for all parameters except cloud cover for which data was collected
at three hourly interval for a period of 3 Months from 1.04.2012 to 30.06.2012 (Pre monsoon). On
the basis of meteorological data wind rose diagram were plotted which shows that predominant wind
direction is NNW to SE.
2.1.3 Ambient air quality (Comparison of Air Monitoring Results)
Parameter
s
A1
ML
area
A2
PWD
road
near
barag
village
A3
Sangra
PM10 Concentration
Maximum 69.69 72.22 70.26 71.08 70.16 72.54 69.19 68.89 71.18 100 100
Minimum 41.51 41.14 40.07 36.09 40.23 39.41 40.68 41.08 40.68
98% tile 69.30 71.55 69.71 69.73 69.81 72.48 68.73 68.55 71.12
SPM Concentration
Maximum 419.9
417.9
310.3
Corridor for animals of
(Protection) Act, 1972
NIL NIL NIL
Industries / Thermal Power
are in operation.
Environmental polluted Critical
Applicant : Sh. Vinender Kumar Walia xvi Bhootmarhi Limestone Mine
98% tile 415.0 417.62 408.45 413.05 432.68 414.34 410.56 398.88 412.68
SO2 Concentration
Maximum 12.26 11.72 12.53 12.27 12.45 12.44 12.78 12.20 11.73 80 80
Minimum 6.55 6.23 6.81 7.00 6.39 7.20 6.31 6.34 6.63
98% tile 11.98 11.65 12.41 11.92 12.00 12.02 12.25 12.15 11.62
NOx Concentration
Maximum 15.71 16.00 16.01 16.01 18.54 16.10 15.50 19.27 16.05 80 80
Minimum 10.18 10.62 9.29 10.24 9.74 11.18 9.27 9.92 10.19
98% tile 15.52 15.97 15.46 15.88 17.93 15.92 15.44 18.26 15.88
2.1.4 Water environment
Water monitoring studies were carried out during summer season of year 2012-13. The area is
drained by the seasonal nalla Barwane ka khala which flows on North side of the M.L area which
drain part of M.L area towards East & ultimately joins Jogar Ka Khala outside the M.L area which is
the contributory channel for giri river flowing 8 km away from core zone. The water requirement of
the project,therefore, is met from natural streams ,Bawadi & khallas.
Ground water
The water table in this area is below 30-40m .Since the mining is proposed only 15m below the
surface, therefore no interference of water table during mining is anticipated. In Figure No 6 a
schematic diagram is given to show mining of limestone above water table.
Schematic representation of site elevation, working depth & Ground Water
Surface water
Seasonal water bodies flowing in the study area are Barwane ka khala & Jogar ka khala which
ultimately joins the perennial Giri river. The samples were collected from seven locations and
analyzed in NABL Lab of Wolkem India limited.
1220.0 mRL (40 m Pre-monsoon)
1230.0 mRL (30 m Post-monsoon) WATER TABLE
1250.0 mRL
Proposed working will not intersect Ground water table.
PRESENT DEPTH 1265.0 mRL
1638.0 mRL (Highest elevation)
Observation
• pH for surface water sample is within the permissible limit.
• Turbidity in surface water sample is within the limit.
• TDS is found to be below the permissible limits except at the downstream of Jogar & Barwane ka
Khala.
• Total hardness is found below the permissible limit except downstream of Jogar & Barwane ka
khala, Jogar ka khala upstream, Renuka lake.
• Calcium is found below the permissible limit except Downstream of jogar & Barwane ka khala,
Jogar ka khala upstream.
• Magnesium is found below the limit except Downstream of jogar & Barwane ka khala, Jogar ka
khala upstream, Renuka lake.
• Mineral oil, Chromium and Copper are absent in all samples.
• Fluorides are found to be well below the desirable limit in all locations.
• Sulphate is found below the limit except Downstream of jogar & Barwane ka khala, Jogar ka khala
upstream, Jogar ka khala upstream, Jarag ka khala.
2.1.5 Noise:- It has been observed that the noise level at all locations found to be well below the
specified limits.
N2 PWD road near Barag
Village
N3 Sanghara lease area BUFFER 54.3 45.0 55 45 54.576
N4 Kundwari Village BUFFER 51.1 44.2 55 45 52.505
N5 Sanghara to Renuka Ji
PWD road
N6 Renuka sanctuary
N7 Kaith Village BUFFER 51.5 44.4 55 45 52.812
N8 Koriyana Village BUFFER 50.5 44.0 55 45 52.158
N9 Sangrah Village BUFFER 51.3 44.6 55 45 52.845
2.1.6 Traffic Density – Traffic density measurements were performed at one location (T1) near village
Madoli, (S.H. Nahan-Dadua-Sangrah-Haripurdhar), The monitoring was carried out in June, 2012. The
present level of traffic has been converted to Passenger Car Units (PCU) at all the locations as per the
conversion factors stipulated by Indian Road Congress (IRC). About 263 PCU will be added to the
existing traffic in the area, daily.
2.1.7 Land use Pattern The total M.L area comprises of 32.57 ha of which 23.185 ha is gair mumkin
non forest land and balance 9.385 ha is shamlati land.
Land use of Study Area
S. No. Category Area (in ha) % Area cover
1 Reserve forest 5187.68 16.51
2 Open jungle 587.02 1.87
3 Agriculture land 10821.19 34.44
4 Govt. waste land 14581.79 46.42
5 Water Bodies 238.24 0.76
TOTAL 31415.92 100%
S. No. Type of land use Present
land use
2 Storage for top soil 0 0 0
3 Waste dump 1.26 1.86 1.99
4 Mineral/sub grade storage 0 0 0
5 Infrastructure (workshop,
administrative building etc.)
0.01 0.155 0.155
8 Green belt 0.48 1.54 1.94
9 Tailing pond 0 0 0
10 Effluent treatment plant 0 0 0
11 Mineral separation plant 0 0 0
12 Township area 0 0 0
13 Others (to be specified) safety zone 0 0 0
Total 8.174 13.339 15.745
Total 32.57 32.57 32.57
land use
2.1.8 Soil
The Soil sampling & analytical studies were carried out during summer season of year 2012-
13.The soil cover in the high attitudes is very thin because of rocky nature of area. During rain due to
erosion of rocks , fine particles are brought down which settles on slopes, valley and depressions in
low lying areas. The soil cover in low-lying areas enables the local inhabitants in agricultural
activities. The soil cover of 0.1 to 0.2m thickness is observed at places, on the top of the hill in samlati
land area. Soil samples were collected from six different locations namely; Top soil Bhootmarhi, Over
burden Bhootmarhi, Rajana Village, Barag village, Borli Village & Nerabag Village. In all soil samples it
is found that all the parameters are well below the permissible limit.
2.1.9 Flora and Fauna
Renukaji Wild life Sanctuary is located outside M.L area at 8.75 km distance (Crow fly) from lease
boundary and 18 kms by road.
Programme of afforestation in core zone
Year wise plantation Area of
plantation
2 nd
3 rd
4 th
5 th
Conservation and management plan, Management Level Approach, Awareness programme, Funds for
flora and fauna management plan, evaluation & monitoring, monitoring arrangement of flora and
fauna in detail are described in wild life conservation plan attached with EIA & EMP report at
(Annexure No X-D)
2.1.10 Population of the Study Area
According to the Census Book – 2001 as well as site study, the statistics regarding the number of
dwelling units of villages in the study core zone is Nil. However 60 villages in buffer zone with 4219
households are indicated. On this basis, the population of the study area is estimated to be 25,783 in
the study area, i.e. within 10 km from periphery from Mine Lease area.
3.1.0 Anticipated Environmental impacts & mitigative measures
3.1.1 Ambient Air
Ambient air quality measured in the core & buffer zone is reflection of mining activities not due to
Bhootmarhi limestone mine alone but also due to the activities of the buffer zone, traffic on the road
passing through the ML and other activities in the adjacent villages. However, the mining activities
are not going to cause any adverse impact since the incremental increase and predicted PM10 at the
nearby villages are within the norms of the residential area.
Control measures:
(i) Wet drilling is proposed to reduce the dust generated from it.
(ii) Water sprinkling will be done on haul roads, waste dumps so that generation dust will be
reduced /early settled down.
(iii) The breaking of minerals will be done manually and since the mineral is also moist practically
there will be negligible dust generation.
(iv) Transportation of mineral will be done on Tarred road and trucks will be covered by tarpaulin
which will reduce air pollution.
(v) Regular maintenance of machinery and vehicle will be done to check the excess emissions. A
system of regular overhauling of dumper & excavators, after specified hours of working shall be
evolved and observed to avoid generation of obnoxious fumes.
(vi) Greenbelt with tall trees are planted. It will absorb the particulates and reduce the
concentration of SO2, NOx.
Applicant : Sh. Vinender Kumar Walia xx Bhootmarhi Limestone Mine
(vii) Plantation in safety Zone will also protect the soil from wind erosions.
(viii) Cultivation of grasses on dumps will reduce wind erosion.
(ix) Personnel protective equipments will be provided even to the women workers also who are
facing dust during loading & unloading of minerals
3.1.2 Impact on Water Environment (Surface water Flow)
During rains it is expected that erosion would take place in mining pits,waste dumps , top soil,
mineral stacks etc resulting in generation of silt which would be carried away by the surface water
sources like Barwane ka Khala , Giri River etc. The silt is accumulated over a period on the nalla &
river beds. However there will be no such major impact as the Limestone does not contain any
toxic substance which can directly harm to the Biotic or Abiotic components of the environment.
Although the water will pass through lithlogical units, waste dump etc yet its quality is not likely
to deteriorate.
Ground water flow
Since, water table is 30 m deep below the lowest working mRL & mining will be carried out much
above the water table, no impact on ground water on account of mining is anticipated
Mitigation measures
• Garland drains around open cast mining pits as well as the external dump are necessary so that the
rainwater falling outside the edge limit of the working areas should not be allowed to enter into
the pit workings. Garland drains would therefore be used for diverting the water.
• Eight check dams have already been constructed in Barwane Ka khalla and other seasonal water
drains area within M.L area. Silt deposited will be regularly cleared during the rainy season and
thereafter.
• The slopes of the waste dump will be stabilized by afforestation of grasses so that erosion of over
burden is controlled.
• Vertical water drains on the dump slopes are designed in such a way that the water falling on the
dumps flows down to another terrace and ultimately flow towards the settling tank.
• Efforts would be made to consolidate loose dumps so that no formation of gullies takes place due
to rain water.
• At the toe of the dump retaining walls will be provided and afforestation will be done on the
slopes of the dump so that erosion will be minimized
3.1.3 Noise levels
Grounds of Impact
• Use of equipments and vehicles during the Operations.
• Jack hammer and compressor will generate noise during drilling. Jack hammer & wagon drill
operators will also be subjected to vibration.
• Blasting will lead to the generation of noise and Vibrations. There is no building likely to be
effected by ground vibration generated due to blasting. Use of explosive at a time will also be less
and therefore vibration generated due to blasting will be minimum.
• Movement of vehicles at the time of transportation will generate noise. The operations of
machineries will be subjected to vibration
Mitigative Measures
• We are proposing plantation on both sides of road passing from mining lease area which will
provide noise barriers for point sources and line sources.
• Rock breaker is also proposed to reduce frequency of blasting.
• Cabins in machines & isolation of equipments.
• Periodical monitoring of noise level will be done quarterly at the stations identified. Medical
examination of workers for audiometery will be done. General health check up will be done for the
operators of the machineries so that any impact due to vibrations of the machineries plant etc can
be observed & corrected accordingly.
• Use of PPE like ear muffs etc. by workers on duty will be ensured.
• Proper and timely maintenance of machines excavator, transport vehicle will help to check and
reduce sound nuisance as much as possible.
• Controlled blasting techniques will be used. Blasting will be carried out once in a day time, for a
small duration. Muffling will be adopted to reduce the impacts of blasting.
• Proper mitigations will be taken to avoid wild animals, coming near the mining activities.
3.1.4 Flora and Fauna Mitigation measures
• There will be no impact on biodiversity, wildlife habitat, migratory corridors, migratory avi-fauna,
rare and endangered species, medicinal plants etc due to mining activities since there is no forest
present in the core zone.
• The plant species proposed for greenbelt development along PWD road and patches and van
panchayat will include local species, fruit plants, forestry plants suitable for fuel wood timber and
grasses.
• As per the records of forest department the wild life in the area will get suitable food chain due to
plantation and implementation of wild life conservation plan.
• Wild life conservation plan has also been provided at a capital cost of Rs 3.00 lac and annual
revenue cost of Rs. 3.70 lac .
3.1.5 Land
Land area is likely to be degraded due to quarrying / pitting, dumping, roads, workshop, processing
plant, township etc. The breakup of the land to be used due to mining & allied activities at the end of
5 th
year and during the current lease period (2025) is given under para 2.1.7.
3.1.6 Socio-Economic Status
Socio-economic environment will have positive impact due to the mining project in the area.
• The mining in the area will create rural employment.
Social welfare programme like provision of medical facilities, water supply, recreational amenities
for the employees as well as for nearby villagers.
In the absence of inhabitants in core zone no effective plan of R & R is required .However the
project proponent is already taking several steps for community development.
Applicant : Sh. Vinender Kumar Walia
4.1.0 Environmental Monitoring Program
To evaluate the effectiveness of environmental management programme, regular monitoring of the
important environmental parameters will be taken up after approval of EIA. The schedule, duration
and parameters to be monitored are shown as under:
Monitoring
1. Air Quality
a. In the vicinity of the mine (PM10, SPM, CO, SO
NOx) core and buffer zone.
2. Water Quality :
solids in nallas & rivers will also be monitored
with other parameters).
GSR 422(E) dated 19.5.93 under Environment
Protection act. 1986 and Drinking water must
conform to Drinking water standard IS:
10500:1991
3. Ambient Noise Level
b) Growth of faunal species in the area
5. Soil Quality
physical survey
xxii Bhootmarhi Limestone Mine
and parameters to be monitored are shown as under:
Monitoring schedule and parameters
One sample 24 hourly.
weeks per season and 3 seasons per year
except Monsoon season.
) core and buffer zone.
solids in nallas & rivers will also be monitored
Ground water quality (All parameters as per
GSR 422(E) dated 19.5.93 under Environment
Protection act. 1986 and Drinking water must
conform to Drinking water standard IS:
Once in a season for 4 seasons in a year.
Water flow pattern for surface water bodies. Four season every year.
4. a) Inventory of flora (Tree plantation, survival etc.
b) Growth of faunal species in the area
Once in 2 years in project monitoring
Once in two year on all reclaimed areas.
economic condition of local population, Once in two years.
The Organizational structure proposed is given below:
Bhootmarhi Limestone Mine
Schedule & duration of monitoring
One sample 24 hourly.
weeks per season and 3 seasons per year
except Monsoon season.
Four season every year.
Once in 2 years in project monitoring area.
Once in two year on all reclaimed areas.
5.1.0 Additional Studies
5.1.1 Social impact assessment and R & R action plans:
• There is no inhabitation within the mining lease area. Hence neither village nor any inhabitant of
the village will be disturbed during the entire life of the mine.
• The mining and associated activities offer opportunities of employment to the people living in
surroundings.
• The increased employment opportunity would also add to the purchase power and ultimately
culminate in improved living.
• Although no inhabitants in core zone are living, yet the project proponent is already taking several
steps for community development in the region.
6.1.0 Project Benefits
• The mining of limestone of dolomite in the region would usher in setting up of downstream
industries helping in both direct & indirect employment.
• The mineral Limestone is used in paper, cement & other industries as raw material which would
help in growth of such industries in the region and even outside.
• The government will be benefited by way of levies and duties.
7.1.0 Environmental Management Plan
Environmental Impact assessment & management plan is presented in Table below:
S.
No
• Maintenance of machine
zone).
pollution
• Proper water drains on dumps, mining faces,
road etc.
environmental work
Check dam
Water harvesting
4 Noise
• Blasting in day time
vibration
control
• Angle hole drilling
6 Solid
• Construction of proper water drains and
water garlands on surface.
• Construction of retaining walls.
• Septic tank or soak pit is proposed
• Proposal for reuse, recycle, refuse & reduce
of wastes.
7 Land
land in dumps and other
activities.
8 Erosion &
rains over loose
overburden and also
dam in nalla silt removal during rains.
• Construction of siltation tank
• Afforestation over waste dumps.
plantation.
and blasting etc.
for wildlife.
Village & Post – Dadahu, Tehsil- Renukaji at Sangrah, Distt. Sirmour, Himachal Pradesh,
Pin code - 173025
E-mail address – [email protected]
Phone No. 01702223995
Mobile No. 09418016223
dk;Zdkjh lkjka'k Hkwrejgh
1
tu lquokbZ gsrq tu lquokbZ gsrq tu lquokbZ gsrq tu lquokbZ gsrq Hkwrejgh ykbZeHkwrejgh ykbZeHkwrejgh ykbZeHkwrejgh ykbZeLVksu LVksu LVksu LVksu [kku dh i;kZoj.k izca/k ;kstuk dk dk;Zdkjh lkjka'k[kku dh i;kZoj.k izca/k ;kstuk dk dk;Zdkjh lkjka'k[kku dh i;kZoj.k izca/k ;kstuk dk dk;Zdkjh lkjka'k[kku dh i;kZoj.k izca/k ;kstuk dk dk;Zdkjh lkjka'k
1111----1111----0000 ifj;kstuk fooj.k ifj;kstuk fooj.k ifj;kstuk fooj.k ifj;kstuk fooj.k %%%%
;g fjiksVZ Hkwrejgh ykbeLVksu [kku] xzke& ekStk e.Mksyh rglhy js.kwdkth] ftyk&lhjeksj ¼fgekpy izns”k½ 32-57 gSDVj ¼386 fc?kk] 7 fcLok tehu tks fd uksu QksjsLV gS ½ ls 250000 Vu izfr o’kZ mRiknu ckcr i;kZoj.k Lohd`fr gsrq cukbZ xbZ gS A [kuu iV~Vk {ks= 32-57 gS0 ftlesa 23-185 gS0 xsj eqedhu ,oa 9-385 gS0 lkeykrh Hkwfe gS tks fd QksjsLV esa ugha vkrh gS ftldk losZ vkWQ bf.M;k dh Vksiks 'khV uEcj 53 ,Q@6 gS rFkk va{kk”k 300 41’26.35’’ to 30041’42.56’’ ,oa ns”kkUrj 77027’ 44.88” to
77028’18.29” gS A utnhdh xkWo lxzag 26 fd0eh0 nwj LVsV gkbZos ugku&nnkm ¼jsuwdkth½ ekxZ ij fLFkr gS tks fd eq[; lMd ls tqMk gqvk gS A
ekbfuax ,oa i;kZoj.k dh dqy ykxr :0 140 yk[k gS A i;kZoj.k ,oa mithfodktU; ranq:Lrh gsrq i;kZoj.k ykxr :0 14 yk[k izfr o’kZ rFkk xkWoksa ds fodkl dk;Zdze gsrq :0 8 yk[k izfr o’kZ vk;sxh A
1111----2222----0 0 0 0 HkkSxksfyd fLFkfr HkkSxksfyd fLFkfr HkkSxksfyd fLFkfr HkkSxksfyd fLFkfr ,oa ,oa ,oa ,oa ty fudkl ty fudkl ty fudkl ty fudkl
;gkW fd HkkSxksfyd fLFkfr mcy&[kkcM gS mPpre ysoy nf{k.kh&iwohZ dksuZj esa RL
1638mRL gS A yht {ks= dh nf{k.kh ckm.Mªh ¼losZ fcUnq lh ,oa Mh½ iwohZ&if”peh] LVhi LykWi nf{k.kh&mRrjh ,oa iwoZ&if”peh 450 ls 500 gS A bl {ks= ds feyku {ks= ls mpkbZ 1531 ls 1381 mRL gS A ckm.Mªh ds mRrjh {ks= ihyj , ls b iwohZ&if”peh LVªkbd dj jgk gS ihyj , dh U;wure mpkbZ 1260 eh0 gS tks fd yht ds mRrjh&iwohZ Nksj ij gS A
lhtuy ukyk igkM dh mRrjh LykWi ls nf{k.k& iwoZ esa cgrk gS tks fd vkxs tkdj if”peh& iwohZ fn”kk esa cjokus dk [kkyk esa feyrk gS A lhtuy ukys dk ,d ikVZ yht {ks= ds mRrjh fn”kk ls gksdj fudyrk gS A ;g ukyk vkxs tkdj tksxj dk [kkyk esa feyrk gS tks fd vkxs tkdj lnk cgus okyh fxjh unh esa feyrk gS A
1111----3333----0 0 0 0 yksdy T;ksyksthyksdy T;ksyksthyksdy T;ksyksthyksdy T;ksyksth
bl {ks= esa ykbZeLVksu] MksyksekbZVhd ykbZeLVksu ,oa “kSy fNV&iqV iRFkj dk fudyuk izrhd gksrk gS tks fd iwohZ&if”peh ls 60 ls 700 mRrjh vksj gS A ;gka dh jkWd Qksjes”ku fljeksj LVªDpj csYV dk ,d fgLlk gS A
1111----4444----0 0 0 0 [kfut Hk.Mkj[kfut Hk.Mkj[kfut Hk.Mkj[kfut Hk.Mkj
ykbeykbeykbeykbeLVksu LVksu LVksu LVksu dh xq.koRrk dh xq.koRrk dh xq.koRrk dh xq.koRrk
ykbeLVksu ,oa MksyksekbVhd ykbeLVksu Hk.Mkjksa dk xq.koRrk ds vk/kkj ij ;w,u,Qlh esa fups fooj.k fn;k x;k gS &
2
ykbeLVksu ds Hk.Mkj ykbeLVksu ds Hk.Mkj ykbeLVksu ds Hk.Mkj ykbeLVksu ds Hk.Mkj
;w,u,Qlh dkxt m/kksx jlk;u ,oa “kDdj m/kksx
yksg bLiky ,oa ykbeLVksu
dkWp o lkcqu m/kksx
MksyksekbZV ykbeLVksu ds Hk.Mkj MksyksekbZV ykbeLVksu ds Hk.Mkj MksyksekbZV ykbeLVksu ds Hk.Mkj MksyksekbZV ykbeLVksu ds Hk.Mkj
;w,u,Qlh dkWp o lkcqu m/kksx yksg bLiky ,oa ykbeLVksu dqy MksyksekbVhd ykbeLVksu
18-23% MgO Upto 9% MgO
121 426329 75234 501563 221 10131947 1787991 11919938 323 363079883 64072920 427152803
[kfut dh ek=k dh [kfut dh ek=k dh [kfut dh ek=k dh [kfut dh ek=k dh :ijs[kk :ijs[kk :ijs[kk :ijs[kk Classification oxhZdj.k dksM ykbeLVksu dqy MksyksekbVhd
ykbeLVksu
Total Mineral Resources (A + B) dqy [kfut Hk.Mkj (A + B)
A. Mineral Reserve [kfut Hk.Mkj
1. Proved Mineral Reserve - IzkqOM [kfut Hk.Mkj 111 3623814 0
2. Probable Mineral Reserve laHkkfor [kfut Hk.Mkj 121 0 501563
2. Possible Mineral Reserve laHko [kfut Hk.Mkj 122 0 0
Sub total (A) lc ;ksx ¼,½ 3623814 501563
B. Remaining Resources cpk gqvk [kfut Hk.Mkj
1. Feasibility Mineral Resource - lEHkkO; [kfut L=ksr 211 0 0
2. Pre feasibility Mineral Resource – izh& lEHkkO; [kfut L=ksr 221 6480216 11919938
3. Pre feasibility Mineral Resource Resource – izh& lEHkkO; [kfut L=ksr
222 1867297
0
4. Measured Mineral Resource - ekfir [kfut L=ksr 331 0 0
5. Indicated Mineral Resource- lqpdkad [kfut L=ksr 332 0 0
6. Inferred Mineral Resource – lkfcr [kfut L=ksr 333 1867248 427152803
7.Reconnaissance Mineral Resource - losZ{k.k [kfut L=ksr 334 0 0
Sub total (B) - lc ;ksx ¼ch½ 10214761 439072741
Total Mineral Resources (A + B) - dqy [kfut L=ksr (A + B) 13838575 439574304
1111----5555----0 0 0 0 feujy csuhQhds”ku feujy csuhQhds”ku feujy csuhQhds”ku feujy csuhQhds”ku [kfut dh lksjVhx ,oa Mzsflax Jfedks dks }kjk dh tkdj pV~Vs cuk;s tkrs gS rFkk Vzd @ MEij esa yksM dj miHkksDrk dks igqpkrs gS rFkk vko”;drk iMus ij eky ;ksX; cukus gsrq dz”kj IykUV ys tkrs gS tks fd ekbUl {ks= ls ckgj gs A
3
1111----6666----0 0 0 0 orZeku orZeku orZeku orZeku [kuu iz.kkyh [kuu iz.kkyh [kuu iz.kkyh [kuu iz.kkyh
iwoZ dh [kuu ;kstuk ds rgr ykbZeLVksu dk [kuu nks ihV , ,o ach ¼igys ihV uEcj 1]2]3]4]5 ,oa 6½ tks fd fMiksthV igkMh <yku ds iwohZ&if”peh gS A ihV ij vko”;d lMds cukbZ xbZ ftlls dk;Z LFky ij dk;Z gsrq vklkuh ls igqp lds A vkslru jksM dh xzsfM,UV 1%6 ls 1%8 gS A csUp ij <kyq jkLrs dk iz;kl fd;k fdUrq LVhi VksiksxzkQh gksus ls csUp rFkk jsEi ,d tSls gh gS A LVhi VksiksxzkQh ds vuqlkj csUp dh mpkbZ 8 ls 10 ehVj rFkk pkSMkbZ 6 ls 20 ehVj gS A ekbUl ij esdsukbZt iz.kkyh ls [kuu dk dk;Z tslhch ,DldsosVj rFkk 8 Vu {kerk ds nks MEij }kjk gksrk gS A
izLrkfizLrkfizLrkfizLrkfor or or or [kuu iz.kkyh [kuu iz.kkyh [kuu iz.kkyh [kuu iz.kkyh
orZeku esa ykbZeLVksu dh pkSMkbZ ds rgr ihV , dks gh Moyi fd;k tk;sxk A ehujy ,oa tehu dh VksiksxzkQh ds fglkc ls ihV , dks iwohZ&if”peh fn”kk esa c<k;k tkosxk tgkW csUp dh mpkbZ 10 eh-] pkSMkbZ 10 eh- rFkk 700 Lyksi ij fodflr fd;k tkosxk A VksiksxzkQh ds dkj.k izLrkfor csUps jksM ,oa jsEi ls dusDV 1%10 ij gksxhA vksoj vky ihV LykWi o vYVhesV ihV LykWi 30 ls 450 gksxk A fMªyhx tsd gsej Mªhy ls gksxh A
[kuu vksiu dkLV essdsukbTM iz.kkyh ls gksxk rFkk CykLV gkWy gsrq osxu Mªhy rFkk ,DldsosVj] jkWd czsdj] 8&10 Vu {kerk okys MEij dk mi;ksx gksxk A [kfut dh lkbZt 8** esU;wvy dh tkrh gS A [kfut dh NVkbZ @ xzsM dk cukdj MEij @ Vzd ls dz”kj IykUV] usjkckx esa fLFkr gS igqpk dj ] xzkgdks dh vko”;drkuqlkj lkbt cuk;sxsa rFkk osLV jkWd dks MEij ls ekbUl {ks= esa MEi fd;k tk;sxk A
orZeku [kuu ;kstuk o’kZ 2012&2017 rd dh o’kZ 2011&12 esa cukbZ xbZ bls Hkkjrh; [kku C;wjks]vtesj us vius i= fnukad 07&09&2012 }kjk Lohd`r fd;k A pwWfd i;kZoj.k Lohd`r miyC/k ugh gS vr% vHkh rd [kuu dk;Z “kq: ugha gqvk ,oa tc Hkh [kuu dk;Z djsxsa rks izFke o’kZ dk izkstsD”ku 2012&13 okyk gh j[ksxsa ,oa ckn okys o’kZ dk izkstsD”ku ;kstukc} vkus okys o’kksZ esa j[ksxsa A
1111----7777----0 0 0 0 feujy fjtsDV dh LVsdhax ,oa osLV dk fu’dklu feujy fjtsDV dh LVsdhax ,oa osLV dk fu’dklu feujy fjtsDV dh LVsdhax ,oa osLV dk fu’dklu feujy fjtsDV dh LVsdhax ,oa osLV dk fu’dklu
VkWi lkby dk mRiknu ugha gksxk A “kSy] MksyksekbV o ykbeLVksu ds bUVjcMZu ds :i esa gS o osLV gS ] 5 o’kZ ¼2012&17½ esa osLV jkWd dk mRiknu 47967 ?kuehVj gksxkA
1111----8888----0 0 0 0 e”khuhdj.k e”khuhdj.k e”khuhdj.k e”khuhdj.k dk foLrkj dk foLrkj dk foLrkj dk foLrkj xfrfof/kxfrfof/kxfrfof/kxfrfof/k
Vksi lkby dks gVkuk] ;fn gS rks Jfedks @ ,DldsosVj }kjk Mªhyhx osxu Mªhy @ tsd gsej }kjk CykLVhax gkbZ ,DlIykstho@,,u,Qvks }kjk vksojcMZu dh [kqnkbZ ,oa gVkuk ,DldsosVj }kjk ykbeLVksu dh [qknkbZ ,oa gVkuk ,DldsosVj }kjk 8** lkbZt esa ykbeLVksu dh rkSMkbZ jkWd czsdj @ Jfedksa }kjk ykbeLVksu dh NVuh ,oa xzsfMax Jfedksa }kjk [kfut dk ihV gsM ls IykUV rd VªkaliksVsZ”ku MEij @ Vªd }kjk MEij esa osLV dh yksMhax ,DldsosVj }kjk MEihax lkbZV ij osLV dh vuyksMhax MEij }kjk
1111----9999----0 0 0 0 mi;ksfxrk ,oa izLrkfor lkbZV lqfo/kkmi;ksfxrk ,oa izLrkfor lkbZV lqfo/kkmi;ksfxrk ,oa izLrkfor lkbZV lqfo/kkmi;ksfxrk ,oa izLrkfor lkbZV lqfo/kk
ewyHkwr lwfo/kk;saewyHkwr lwfo/kk;saewyHkwr lwfo/kk;saewyHkwr lwfo/kk;sa
ikuh& ikuh& ikuh& ikuh&
bl {ks= esa iwoZ esa ikuh dh dksbZ lIykbZ ugha gS A ihus dk ikuh o vU; mi;ksx gsrq ikuh dh O;oLFkk izkd`frd ukys ] ckoMh ,oa yht {ks= ds ckgj ls djsxsa gS rFkk ihus ds ikuh dks eVdks esa Hkjdj dk;Z LFky ds ikl j[ksxsa A
vf/kdre ikuh dh vko”;drk
m|s”;m|s”;m|s”;m|s”; mijh ekaxmijh ekaxmijh ekaxmijh ekax
ihus ds fy, 8-10 m 3 /day
MLV ij fNMdko gsrq Ikkuh 15 m 3 /day
o{kkjksi.k 5 m 3 /day
fo/kqr fo/kqr fo/kqr fo/kqr
ekbUl ij dk;Z tujy f”kQ~V esa gh gksxk] blfy;s ykbZV dh vHkh t:jr ugha jgsxh A Hkfo’; esaa t:jr iMus ij mfpr O;oLFkk dh tkosxh A
,DlIykstho ,DlIykstho ,DlIykstho ,DlIykstho
[kuu dk;Z Mzhyhax o CykfLVax dh lgk;rk ls dh tk;sxh vr% ,DlIykstho dh vko”;drk jgsxh A bldks j[kus ds fy;s ,DlIykstho esxthu Hkh cuk;sxsa rFkk vko”;d ykbZlsal Hkh ysxsa A
ekuo “kfDr ekuo “kfDr ekuo “kfDr ekuo “kfDr
orZeku izLrkfor esustj @ lqijokbZtjh LVkQ 4 8 LdhYM 9 14 lseh&LdhYM 19 115 vu&LdhYM 3 50
Total 35 187
dkdkdkdk;ZLFky ij izLrkfor lqfo/kk;sa ;ZLFky ij izLrkfor lqfo/kk;sa ;ZLFky ij izLrkfor lqfo/kk;sa ;ZLFky ij izLrkfor lqfo/kk;sa
1- ekbu vkWQhl o izkFkfed fpfdRlk 2- Vwy LVksj 3- ihus dk ikuh 4- flD;wfjVh vkWQhl 5- foJkarhx`g 6- odZ”kkWi 7- oksds”uy Vzsfuax lsUVj 8- pkSdhnkj dqVh 9- CykLVhax lsYVj
5
2222----1111----0 0 0 0 i;kZoj.k dk fooj.k i;kZoj.k dk fooj.k i;kZoj.k dk fooj.k i;kZoj.k dk fooj.k 2222----1111----1 LVMh ,fj;k ij n`f’V 1 LVMh ,fj;k ij n`f’V 1 LVMh ,fj;k ij n`f’V 1 LVMh ,fj;k ij n`f’V
General Particulars- lklklklkekU; fooj.k ekU; fooj.k ekU; fooj.k ekU; fooj.k
LVMh ,fj;k ¼10fd +eh jsfM;l½ 314 oxZehVj rglhy js.kwdkth & laxag ftyk fljeksj fudVre xkWo ekStk e.Mksyh v{kak”k 30º41’26.35” and 30º41’42.56”
ns”kkUrj 77º27’44.88” to 77º28’18.29”
Vksiks”kkhV la[;k 53F/6
mpkWbZ mPpre ,oa fuEure mpkbZ 1638 mRL and 1260 mRL
Hkwdaih; {ks= IV Zone
Demograhy - tulkf[;dh;tulkf[;dh;tulkf[;dh;tulkf[;dh; dqy tula[;k 25783
dqy iq:’k 13084
Efgyk lk{kj 5375
fuEure rkidze fMxzh lsfYl;l -2°
iw.kZ ueh 80%
1660 eheh vkSlr o’kkZ
orZeku Hkwfe dk mi;ksx ¼d`f’k] pkjkxkg] ou ,oa ty fudk;½orZeku Hkwfe dk mi;ksx ¼d`f’k] pkjkxkg] ou ,oa ty fudk;½orZeku Hkwfe dk mi;ksx ¼d`f’k] pkjkxkg] ou ,oa ty fudk;½orZeku Hkwfe dk mi;ksx ¼d`f’k] pkjkxkg] ou ,oa ty fudk;½ Areas Name Aerial distance from (in km)
Core Zone Buffer Zone
us”kuy ikdZ @ vHk;kj.;
js.kwdk oU; tho vHk;kj.;
NIL
NIL
NIL
of the forest
6
2222----1111----2 2 2 2 ekSle foKekSle foKekSle foKekSle foKku ku ku ku
feVªksyksthdy LVs'ku lxzg ekbUl esa vkWQhl ds mij yxk j[kk gS lHkh isjkehVj dh x.kuk izfr ?k.Vs gksrh jgrh gS lHkh MkVk rhu eghus ds le; esa fnukad 1&4&2012 ls 30&6&2012 ¼izh&ekulwu½ rd fy;s x;s gS rFkk bu MkVk ds fglkc ls fo.M jkWt Mk;xzke cuk] LVMh nkSjku izhMksfeusUV fo.M Mk;jsD”ku mRrj&mRrj if'pe ls nf{k.k& iwoZ gS A 2.1.3 Ambient Air Quality Monitoring results (gok dh tkap)
(Comparison of Air Monitoring Results) Parameter
s
A1
ML
area
A2
PM10 Concentration
Maximum 69.69 72.22 70.26 71.08 70.16 72.54 69.19 68.89 71.18 100 100
Minimum 41.51 41.14 40.07 36.09 40.23 39.41 40.68 41.08 40.68
Average 57.14 60.41 58.62 51.44 58.13 58.23 56.37 57.39 59.99
98% tile 69.30 71.55 69.71 69.73 69.81 72.48 68.73 68.55 71.12
SPM Concentration
Maximum 419.93 417.88 418.68 413.54 436.80 416.12 417.90 400.46 414.40 500 500
Minimum 293.83 302.23 256.60 302.31 310.88 300.38 310.37 318.91 316.63
Average 364.77 366.79 345.04 352.66 373.52 365.09 367.17 368.28 379.72
98% tile 415.05 417.62 408.45 413.05 432.68 414.34 410.56 398.88 412.68
SO2 Concentration
Maximum 12.26 11.72 12.53 12.27 12.45 12.44 12.78 12.20 11.73 80 80
Minimum 6.55 6.23 6.81 7.00 6.39 7.20 6.31 6.34 6.63
Average 9.29 9.86 9.53 9.56 9.31 9.80 9.33 9.28 9.31
98% tile 11.98 11.65 12.41 11.92 12.00 12.02 12.25 12.15 11.62
NOx Concentration
Maximum 15.71 16.00 16.01 16.01 18.54 16.10 15.50 19.27 16.05 80 80
Minimum 10.18 10.62 9.29 10.24 9.74 11.18 9.27 9.92 10.19
Average 12.76 13.76 12.24 13.31 14.08 13.87 12.19 14.19 12.91
98% tile 15.52 15.97 15.46 15.88 17.93 15.92 15.44 18.26 15.88
vuqlwph&k ,oak kk oU; tho laj{k.k fu;e]1972 ds rgr tkuoj ds fy;s xfy;kjk
ugha ugha ugha
iqjkrkfRod LFkku ugha ugha ugha lqj{kk gsrq ugha ugha ugha m|ksx @ FkeZy ikoj IykUV ugha ugha ugha [kfut {ks= Hkwrejgh ykbeLVksu
ftlesa 23-185 gS0 xsj eqedhu ,oa 9-385 gS0 lkeykrh Hkwfe gS tks fd QksjsLV esa ugha vkrh gS A
10 fdeh jsfM;l esa NksVh NksVh [knkus gks ldrh gS A
ty fudk; cjokus dk [kkyk& ekSleh fxjh unh
yht {ks= ds iwoZ esa cgrk gS A
ughaa
leh{kkRed i;kZoj.k iznwf’kr {ks=
ugha ugha ugha
7
2222----1111----4 4 4 4 ty i;kZoj.k ty i;kZoj.k ty i;kZoj.k ty i;kZoj.k
o’kZ 2012&13 dh xzh’e _rq esa ikuh dh eksfuVjhx dh A bl ,fj;k esa lhtuy ukyk igkM dh mpkbZ mRrjh LykWi ls nf{k.k& iwoZ esa cgrk gS tks fd vkxs tkdj if”pe& iwoZ fn”kk esa cjokus dk [kkyk esa feyrk gS A lhtuy ukys dk ,d fgLlk yht {ks= ds mRrjh fn”kk ls gksdj fudyrk gS A ;g ukyk vkxs tkdj tksxj dk [kkyk esa feyrk gS tks fd vkxs tkdj isjhuy fxjh unh esa feyrk gS ;g dksj tksu ls 8 fdeh nwj gS A ekbUl ij ikuh dh iwfrZ izkd`frd cgko] ckoMh o [kyk ls gS A
HkwtyHkwtyHkwtyHkwty
;gk dk Hkwty Lrj 30&40 ehVj gS rFkk ekbuhax 15 ehVj rd gh izLrkfor gS blfy;s Hkwty Lrj ij ekbuhax dk dksbZ izHkko ugh gksxk A
lkbV ,yhos”ku dk ;kstukc} iztsUVs”ku fuEukuqlkj gS &
Schematic representation of site elevation, working depth & Ground Water
/kjkry ty /kjkry ty /kjkry ty /kjkry ty
ekSleh ty cjokus dk [kkrk ,oa tksxj dk [kkyk dh vksj izokfgr gksdj isjhfu;y fxjh unh ls feyrk gS A ikuh ds 7 txg ls lEiy ysdj ukcsy yscksjsVjh oksydse bf.M;k fyfeVsM esa ,ukfyfll djk;k x;k ftlls ;g lkfcr gqvk fd ikuh ds lHkh isjkehVj lhek ds vUnj gS A
2222----1111----5 5 5 5 ukbZt ¼”kksj½ukbZt ¼”kksj½ukbZt ¼”kksj½ukbZt ¼”kksj½
ukbZt ysoy dh dqy 9 LVs”ku ij eksuhVjhax dh xbZ tks fd uhps fn;s Vscy esa foLr`r gS A ;g ukbZt ysoy lHkh txg ds lhek ds vUnj gS &
1220.0 mRL (40 m Pre-monsoon)
1230.0 mRL (30 m Post-monsoon) WATER TABLE
1250.0 mRL
Proposed working will not intersect Ground water table.
PRESENT DEPTH 1265.0 mRL
1638.0 mRL (Highest elevation)
vkSlr ukbt ysoy fnu esa (DBA)
vkSlr ukbt ysoy jkr esa
(DBA)
fnu dk le; izkr% 6 ls jkf= 10 cts rd STANDARDS
(LEQ IN DBA)
jkf= dk le; 10 cts ls izkr% 6 cts rd STANDAR
DS (LEQ
IN DBA)
dksj tksu 53.5 45.0 75 70 54.141
N2 csjkx xkWko ds ikl ihMCY;wMh lMd
cQj tksu 51.2 44.2 55 45 52.577
N3 lxzg yht ,fj;k cQj tksu 54.3 45.0 55 45 54.576
N4 dq.Mokjh xkWo cQj tksu 51.1 44.2 55 45 52.505
N5 laxzg ls js.kwdk th rd ihMCY;wMh lMd
cQj tksu 53.3 44.0 55 45 53.559
N6 js.kwdk vHk;kj.; ckm.Mªh
N7 dSFk xkWo cQj tksu 51.5 44.4 55 45 52.812
N8 dksjh;kuk xkWo cQj tksu 50.5 44.0 55 45 52.158
N9 laxzg xkWo cQj tksu 51.3 44.6 55 45 52.845
2222----1111----6 ;krk;kr ?kuRo 6 ;krk;kr ?kuRo 6 ;krk;kr ?kuRo 6 ;krk;kr ?kuRo
;krk;kr ?kuRo dk estjesUV xkWo e.Mksyh ¼LVsV gkbZos ugku&MkMqvk&lkxMk&gjhiqj/kj½ esa ,d LFkku ¼ T1½ ij fd;k x;k A eksuhVjhax tqu] 2012 esa dh xbZ yxkrkj 24 ?k.Vs rd A bf.M;u jksM dksUxzsl ds vuqlkj lHkh yksds”ku ij orZeku VªkfQd ysoy dks islsatj dkj ;wfuV esa ifjofrZr fd;k A bl {KS= esa ekbZfuax ds oDr djhc 263 ihlh;w orZeku ls vf/kd gksxk tks fd lhek ds vUnj gS A
2222----1111----7 7 7 7 Hkwfe mi;ksx Hkwfe mi;ksx Hkwfe mi;ksx Hkwfe mi;ksx dh rjhdk dh rjhdk dh rjhdk dh rjhdk
[kuu iV~Vk {ks= 32-57 gS0 ftlesa 23-185 gS0 xsj eqedhu ,oa 9-385 gS0 lkeykrh Hkwfe gS A Vscy fuEukuqlkj gS &
dzldzldzldzl oxZoxZoxZoxZ ,fj;k gS,fj;k gS,fj;k gS,fj;k gS---- ,fj;k doj &izfr”ku,fj;k doj &izfr”ku,fj;k doj &izfr”ku,fj;k doj &izfr”ku 1 vkjf{kr ou Hkwfe 5187.68 16.51
2 [kqyk taxy 587.02 1.87
3 df’k Hkwfe 10821.19 34.44
4 ljdkjh osLV Hkwfe 14581.79 46.42
5 okVj cksfMt 238.24 0.76 TOTAL 31415.92 100%
9
dksj tksu Hkwfe dksj tksu Hkwfe dksj tksu Hkwfe dksj tksu Hkwfe dk fooj.kdk fooj.kdk fooj.kdk fooj.k dzldzldzldzl Hkwfe mi;ksx ds izdkjHkwfe mi;ksx ds izdkjHkwfe mi;ksx ds izdkjHkwfe mi;ksx ds izdkj oooorZeku Hkwfe rZeku Hkwfe rZeku Hkwfe rZeku Hkwfe
mi;ksxmi;ksxmi;ksxmi;ksx 5 o’kZ ds vUr 5 o’kZ ds vUr 5 o’kZ ds vUr 5 o’kZ ds vUr esa Hkwfe mi;ksxesa Hkwfe mi;ksxesa Hkwfe mi;ksxesa Hkwfe mi;ksx
yht vof/k ds yht vof/k ds yht vof/k ds yht vof/k ds vUr esa Hkwfe vUr esa Hkwfe vUr esa Hkwfe vUr esa Hkwfe mi;ksxmi;ksxmi;ksxmi;ksx
1 ,Dldsos”ku ,fj;k 5.6 8.22 9.80
2 Vksi lkbZy Hk.Mkj.k 0 0 0
3 osLV MEi 1.26 1.86 1.99
4 [kfut @ lcxzsM Hk.Mkj.k 0 0 0
5 ewyHkwr lwfo/kk;s& odZ”kkWi ] iz”kklfud Hkou bR;kfn
0.01 0.155 0.155
8 xzhu csYV 0.48 1.54 1.94
9 Vsyhax iks.M 0 0 0
10 bQY;w,UV VªhVesUV IykUV 0 0 0
11 [kfut flijs”ku IykUV 0 0 0
12 uxj&{ks= 0 0 0
13 vU; & lsQ~Vh tksu 0 0 0
dqydqydqydqy 8.174 13.339 15.745
dqydqydqydqy 32.57 32.57 32.57
cQjcQjcQjcQj tksu Hkwfe tksu Hkwfe tksu Hkwfe tksu Hkwfe dk fooj.k ¼dk fooj.k ¼dk fooj.k ¼dk fooj.k ¼Out side ML ):
dzldzldzldzl HkwHkwHkwHkwfe fe fe fe mi;ksx ds izdkjmi;ksx ds izdkjmi;ksx ds izdkjmi;ksx ds izdkj orZeku Hkwfe orZeku Hkwfe orZeku Hkwfe orZeku Hkwfe mi;ksxmi;ksxmi;ksxmi;ksx
5 o’kZ ds vUr 5 o’kZ ds vUr 5 o’kZ ds vUr 5 o’kZ ds vUr esa Hkwfe mi;ksxesa Hkwfe mi;ksxesa Hkwfe mi;ksxesa Hkwfe mi;ksx
yht vof/k ds yht vof/k ds yht vof/k ds yht vof/k ds vUr esa Hkwfe vUr esa Hkwfe vUr esa Hkwfe vUr esa Hkwfe mi;ksxmi;ksxmi;ksxmi;ksx
1 yht {ks= ls ckgj 0.423 ha 0.403 2.663
2222----1111----8 8 8 8 e`nk & e`nk & e`nk & e`nk & o’kZ 2012&13 ds xzh’e _rq esa e`nk dh lsEiyhx o ,ukyhVhdy LVMht dh xbZ A enk ds dqy 6 LFkkuksa ftlesa Hkwrejgh] vksojcMZu] jktkuk] cSjkx] cksjyh,oa usjkckx xkWoksa ls lsEiy ysdj tkWp dh xbZ tks fd ekud ds vuq:i ik;k x;k A
2222----1111----9 9 9 9 ouLouLouLouLifr ,oa tho tUrqifr ,oa tho tUrqifr ,oa tho tUrqifr ,oa tho tUrq & yht ckm.Mªh ls 8-75 fdeh ¼dzks Q~ykbZ½ ,oa 18fdeh lMd ls nwj js.kwdk oU; tho vHk;kj.; fLFkr gS A
dksj tksu esa o`{kkjksi.k dk dk;Zdze dksj tksu esa o`{kkjksi.k dk dk;Zdze dksj tksu esa o`{kkjksi.k dk dk;Zdze dksj tksu esa o`{kkjksi.k dk dk;Zdze
o"kkZuqlkj ikS/kkjksi.ko"kkZuqlkj ikS/kkjksi.ko"kkZuqlkj ikS/kkjksi.ko"kkZuqlkj ikS/kkjksi.k ikS/kkjksi.k dh ikS/kkjksi.k dh ikS/kkjksi.k dh ikS/kkjksi.k dh {ks={ks={ks={ks=
ikS/kkjksi.k ikS/kkjksi.k ikS/kkjksi.k ikS/kkjksi.k dh la[;kdh la[;kdh la[;kdh la[;k
ikS/kkjksi.k dh ikS/kkjksi.k dh ikS/kkjksi.k dh ikS/kkjksi.k dh mitkfrmitkfrmitkfrmitkfr
visf{kr visf{kr visf{kr visf{kr thfor thfor thfor thfor izfr”kr izfr”kr izfr”kr izfr”kr
1st Year (2012-13) 0.5 500 10 70%
2nd Year (2013-14) 0.5 500 10 70% 3rd Year (2014-15) 0.46 460 10 70% 4th Year (2015-16) 0 0 0 70% 5th Year (2016-17) 0 0 0 70% Grand Total 1.46 1460 10 70%
10
2222----1111----10 10 10 10 {ks= dh tula[;k{ks= dh tula[;k{ks= dh tula[;k{ks= dh tula[;k & & & & tux.kuk 2001 ds vuqlkj {ks= esa 60 xkWo] 4219 edku cQj tksu esa gS rFkk tula[;k 25783 gS A rFkk uk rks dksj tksu esa dksbZ edku gS Uk gh dksbZ euq’; jgrk gS A
3333----1111----0 0 0 0 iwokZuqekfur i;kZoj.k dk izHkko ,oa jkgr ds mik;iwokZuqekfur i;kZoj.k dk izHkko ,oa jkgr ds mik;iwokZuqekfur i;kZoj.k dk izHkko ,oa jkgr ds mik;iwokZuqekfur i;kZoj.k dk izHkko ,oa jkgr ds mik;&
3333----1111----1 1 1 1 ,EchvUV ,;j ,EchvUV ,;j ,EchvUV ,;j ,EchvUV ,;j & blds izHkko [kkyh [kku izfdz;k ls gh ugha izHkkfor gksrs gS ,oa nqljs cgqr ls dkj.k Hkh blesa lfEefyr gS blfy;s fofHkUu LVs”kuksa ls gok dh eksuhVjhax dh tks fd ekud ds vuq:i gS A
fu;=.k fu;=.k fu;=.k fu;=.k ekin.M ekin.M ekin.M ekin.M & & & &
1& MLV dks de djus gsrq osV fMªyhx djsxs A 2& lMd ij ikuh dk fNMdko djsxsa A 3& feujy dks Jfedks }kjk rqMk;k tk;sxk A 4& [kfut dk VªkliksVZ djrs le; Vªd dks frjiky ls <dsxsa o rkj jksM dk mi;ksx djsxsa A 5& e”khuksa o xkfM;k dh esUVsusUl le; le; ij djrs jgsxsa A 6& yEcs isM dk iks/kkjksi.k djsxsa o xzhu csYV j[ksxsa A ftlls SO2 & NOx ekud vuq:i jgs 7& “ksQ~Vh tksu esa ikS/kkjksi.k djsxsa A 8& MEi ij ?kkl dh tqrkbZ djsxsa A 9& lqj{kkRed ;a= miyC/k j[ksxsa A
3333----1111----2 2 2 2 lrgh ikuh lrgh ikuh lrgh ikuh lrgh ikuh & cjokus dk [kkyk ukyk ekSle esa ekbfuax {ks= ls gksrs gq, txj dk [kkyk ls gksrs gq, isjhuy fxjh unh esa lekfgr gksrk gS blls fdlh izdkj dk izfrdqy vlj ugha gksxk A
Hkw&tyHkw&tyHkw&tyHkw&ty& ikuh dk ysoy 30 ehVj xgjk gS A blfy;s ekbZfuax ysoy Hkwty dks ugha Nq,xh rFkk Hkwty ij izfrdqy izHkko ugha gksxk A
jkgr ds eki n.Mjkgr ds eki n.Mjkgr ds eki n.Mjkgr ds eki n.M& & & &
vksiu dkLV [kuu o MEi ds ikl ikuh dh ukfy;kW cukuh pkfg;s ftlls ikuh dk;Zjr ihV ij u jgs vkSj ikuh dh ukfy;ksa ds tfj;s ogka ls fudy tk; A
cjokus dk [kkyk ds ikl 8 psd Mse cuk;s x;s gS rFkk ekSleh ikuh gsrq ukfy;kW yht {ks= esa cuh gqbZ gS ftudks le; le; ij lkQ djrs jgrs gS A
osLV MEi dk <yku oujksi.k o ?kkl ls LFkk;hd`r fd;k x;k gS ftlls vksoj cMZu dk dVko fu;a=.k jgrk gS A
MEi ij ikuh dh yEch ukfy;kW cukbZ xbZ gS ftlls ikuh fl/kk VSad dh vksj cgrk gS A
MEi ij ukyh dks etcwr cukbZ xbZ ftlls o’kkZ ds ikuh ls ukyh [kjkc u gks A
MEi ds mij fjVsfuax fnokj cuk ,oa ikS/kkjksi.k djsxsa ftlls MEi dk dVko ugh gksxk A
11
3333----1111----3333---- ukukukukss ssbZt ysoy ¼vkokt½bZt ysoy ¼vkokt½bZt ysoy ¼vkokt½bZt ysoy ¼vkokt½ & CykfLVax ,oa fMªªfyax fnu esa de le; dh tk;sxh ftlls fdlh dks dksbZ ijs”kkuh ugha gksxh A
izHkko dk vk/kkj izHkko dk vk/kkj izHkko dk vk/kkj izHkko dk vk/kkj
vksijs”ku ds le; midj.k ,oa okgu dk mi;ksx A
tsd gsej ,oa dEizs”kj ls vkokt vk;sxh A tsd gsej ,oa osxj Mªhy ls daiu Hkh gksxk A
CykfLVad ds dkj.k vkokt ,oa daiu Hkh gksxk A ;gka CykfLVax ds dkj.k Hkwdaiu ls dksbZ edku izHkkfor ugha gksxsa A ,DlIykstho de ek=k esa mi;ksx ysxsa A CykfLVax ls diau de gksxk A
VªkaliksVsZ”ku ds le; okgu dh vkok&tkoh ls vkokt gksxh A midj.k ds mi;ksx ls daiu gksxk A
jkgr ds eki n.M&jkgr ds eki n.M&jkgr ds eki n.M&jkgr ds eki n.M&
lMd ds nksuks rjg ikS/kkjksi.k fd;k tk;sxk ftlls vkokt ls cpko gksxk A
jkWd czsdj izLrkfor gS ftlls CykfLVax dh vkofr de gksxh A
e”khuksa esa dschu ,oa midj.k dk ,dkdhiu djsxsa A
ukbZt ysoy dh fu;e le; ij tkap djsxsa A Jfedks dh fpfdRlk tkWp djsxsa A midj.k ,oa okgu ds vksijsVj dh LokLF; tkWp djk;sxsa tks fd midj.k ds daiu ls gksus okyh fnDdr dk irk yxsxk ftlls le; ij vko”;d dk;Zokgh dj lds A Jfedks dks dk;Z ds nkSjku b;j eQ nsxsa A
midj.k ,oa okgu dh le; ij tkWp djk;sxsaa ftlls lkm.M dh ijs”kkuh ls cpsxsa A CykfLVax dks fnu esa ,d gh ckj rFkk rjhds ls djsxsa A CykfLVax dh vkokt dks nckus ds fy;s flLVe vaxhd`r djsxssa A
[kuu xfrfof/k ds vkl ikl oU; tho jkgr gsrq mfpr dk;Z djsxsa A
3333----1111----4 4 4 4 ouLifr ,oa tho tUrq ouLifr ,oa tho tUrq ouLifr ,oa tho tUrq ouLifr ,oa tho tUrq ds jkgr ds mik; ds jkgr ds mik; ds jkgr ds mik; ds jkgr ds mik; &&&&
dksj tksu ,fj;s esa QksjsLV ugha gksus ls ,oa [kuu xfrfof/k ls tSo&fofo/krk] oU; tho izkd`frd okl] izoklh dsjhMksj] izoklh mMu i{kh] vuqBk ,oa ladVxLr mitkfr] vkS’k/kh; ikS/ks bR;kfn dks dksbZ izHk

t - himachal pradesh state pollution control board

Documents