INDEX

S. NO PARTICULAR PAGE NO.

ADS REPLY 1 - 6

MOEFCC LETTER DATED 01.08.2019 7 - 9

ANNEXURE I REVISED PUBLIC HEARING ACTION PLAN 10 - 13

ANNEXURE II AUTHENTICATED WILDLIFE CONSERVATION PLAN 14 - 199

ANNEXURE III CLARIFICATION FROM EX PCCF 200 - 201

ANNEXURE IV NOC FROM CWLW REGARDING NO FOREST LAND IN MINING LEASE AREA 202

ANNEXURE V MINING LEASE DOCUMENTS 203 - 223

ANNEXURE VI EMP COST BREAKUP 224 - 225

ANNEXURE VII ROAD DIVERSION REPORT 226 - 383

ANNEXURE VIII WATER MANAGEMENT REPORT 384 - 420

ANNEXURE IX ROAD TRANSPORTATION MAP 421

ANNEXURE X EMP RESPONSIBILITY 422 - 424

i ADS REPLY

Point No 1: The responses prepared for public hearing issues are generic. PP needs to submit the revised responses with timeline for achieving/overcoming the issues and associated year wise budget details. Reply: Public Hearing for the project was held on 22/07/2018 at 11:00 am at Village- Banari, Block Bishunpur, District: Gumla (Jharkhand). As per MoEF&CC OM dated 30.09.2020 & 20.10.2020, the company has considered this budget under EMP in place of Corporate Environment Responsibility. Revised public hearing action plan along with year wise physical targets in a time bound manner are enclosed as Annexure I.

Point No 2: The conservation plans for wildlife was found not satisfactory. PP is required to revise the wildlife conservation plan with special emphasis on monitoring mechanism which are going to be implemented. Reply:
Site specific wildlife conservation plan has been prepared for the project with budgetary allocation of Rs. 200 Lakh and same has been approved by Principal Chief Conservator of Forests, Wildlife and Chief Wildlife Warden vide letter no 1015 dated 11.06.2018. (Annexure II)
Clarification has also received from Shri Pradeep Kumar, IFS, Ex PCCF, Wildlife & Chief Wildlife Warden, Jharkhand & Ex Chairman, Jharkhand Biodiversity Board. As per their letter, wildlife conservation plan has been prepared as per guidelines issued by the PCCF & Chief Wildlife Warden. (Annexure III )

Point No 3: PP submitted that the bauxite zone found within the matrix of laterite, so the PP proposed to carry out the mining of laterite as well. Thus, the committee asked the PP to submit the details of quantity of Laterite extraction as well as their impact on the environment. Furthermore, the details of total excavation and the usage of Laterite should also be included in the report. Furthermore, the mineralogical analysis for laterite mineral should be submitted from the IBM. Reply: The deposit in this area is superficial in nature with continuous boulders interspersed with soil & laterite. Details of total excavation of laterite:
Since, the deposit in this area is surficial in nature only, mining will be done up to average 5m to 15m based on the lithology.
As most of the land is Rayati land and opencast mechanized mining will be done by cutting and removal of soil & morrum, removal of lateritic OB and extraction of bauxite.
Details of total excavation are given as under: S. No Particular Details (TPA) Bauxite 309277.8 1. ROM Quarry waste 131630.2 Total 440908.0 2. OB/ SB/ IB (Laterite) 946416.0

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3. Soil 773760.0 Total Excavation 2161084.0

Impact on Environment: -
As most of the land is Rayati land this process will be adopted for concurrently restoration of the degraded land along with making rainwater harvesting pond.
This will facilitate the recharge of ground water table as well as will provide water for agricultural activity to the surrounding villages.
Thus, mining of lateritic OB or laterite will not create any adverse effect to the environment.

Usage of Laterite: -
This mining lease is granted by State Govt for captive consumption for bauxite mining only. Hence laterite will be excavated as overburden only.
Initially, during the first year the excavated hard OB and quarry waste shall be temporarily dumped/stored separately on the non-mineralized area.
From 2nd year onwards all excavated overburdens shall be used for concurrent back filling& soil will be used for reclamation by spreading. Concurrent backfilling will be carried out with laterite boulders (Site specific), morrum and soil will be used for spreading over it for reclamation, restoration and further agriculture over it by the landowners.

Analysis report of laterite is given below: S. No Laterite Analysis Al2O3% %SiO2 %Fe2O3 1. 28.91 8.37 35.52 2. 25.23 17.77 35.53 3. 28.16 20.21 30.70

Moreover, as per the analysis report, It reveals that the Al2O3% below 30% and Fe2O3 is above 30%. Which would be discarded as rejects and the same will utilized during concurrent back filling and reclamation. The formation of the laterite in this deposit is intercalated with morrum and is difficult for segregation during mining operations. This mining lease is granted by State Govt for captive consumption for Bauxite extraction only.

Point No 4: PP reported that no forest land in the mine lease area and submitted the letter from Circle Officer, Bishunpur. However, the committee is of the view that circle officer not a responsible for providing the no forest land certificate. PP needs to submit certificate from the Competent Authority (PCCF and Chief Wildlife Warden) and the certificate should mention the name, designation, official seal of the person signing the certificate and letter number.

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Reply: There is no forest land within mining lease area. NOC for the same has been obtained from PCCF and Chief Wildlife Warden vide letter no 889 dated 07.06.2021. Copy of same is enclosed as Annexure – IV.

Point No 5: PP submitted that the total lease area granted by the State Government is 321.26 ha, out of which 130.01 ha is the total mining lease area for this current proposal. PP needs to submit the land use details for complete lease area (321.26 – 130.01 = 191.25 ha). Reply: Total actual Mining lease area is 321.26 Acre equivalent to 130.01 ha. Out of total mining lease area, 6.42 ha is GM land & remaining 123.59 ha land is Raiyati land. Lease documents are enclosed as Annexure - V.

Point No 6: The environmental impact analysis on the total excavation is not properly addressed in the EIA report. PP needs to submit the details of total excavation and also redo the analysis. Reply Environmental impact analysis has been done considering total excavation which is as per under: S. No Particular Details (TPA) Bauxite 309277.8 1. ROM Quarry waste 131630.2 Total 440908.0 2. OB/ SB/ IB (Laterite) 946416.0 3. Soil 773760.0 Total Excavation 2161084.0

Point No 7: The funds allocated for CER is not as per the OM F. No. 22-65/2017-IA.III dated 1 st May 2018. So, the EIA report needs to be revised in terms of the CER and EMP. Reply As per MoEF&CC OM dated 30.09.2020 & 20.10.2020, the company has considered this budget under EMP in place of Corporate Environment Responsibility. Budget for Issues raised during public hearing has been updated and breakup of same is covered in Annexure I and breakup of EMP budget with activity wise is given as Annexure VI.

Point No 8: PP submitted village Road is passing through the mine lease area and mentioned that the road will be diverted and alternative routes will made for accessing by the village people. PP needs to submit the plans with budgetary provision and safety procedure for the alternative route. Reply
Total length of existing village road is approx. 1.2 km passing through the ML Area.
Before commencement of Mining operations this existing road will be diverted along the eastern boundary of the mining lease.
Certainly, we will take care the safety zone plantation for which we will be maintaining one service road all along the periphery towards maintenance of plantation (SZP).

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The proposed diverted road will be constructed adjacent to this service road and partitioned off for villager’s access/ingress.
Total budgetary allocation will be approx. Rs. 3.0 Crores.
Detailed Report for Road diversion is annexed as Annexure – VII

Point No 9: PP mentioned that water required will be fulfilled from the nearby mines and the details are not provided, so the same needs to be provided. Reply
Total water requirement for this project will be 30 KLD which will be met initially in first year by the nearby mines i.e. Kujam-I & Kujam-II where we are having two big rain water harvested ponds of size 200mX150m and 250mX200m. The calculated water quantity is approx. 1.2 lac cum and 2.0 lac cum respectively.
The mined out areas in the 1st year will be converted into rain water harvesting pond to cater the water requirement from 2nd year onwards.
Once the rainwater harvested pond is made, provision for water recharge will be there.
The report of Water Management system and Rainwater Recharge pit is enclosed as Annexure VIII.

Point No 10: PP submitted that there will be significant cumulative effect on transport and infrastructure due to transportation of minerals, excavation and waste dumping from the mines in the region. The committee asked the PP to submit the details of nearby mines using common transport infrastructure. PP also required to submit adequacy of transport infrastructure. Reply
Presently, this road is being used by our two mines namely Kujam-I and Kujam-II Bauxite mines which are almost 8km & 2km away from this lease area.
The lease area / project area is located on Netarhat Plateau and is approachable from Lohardaga by 85 km all weather metaled road. Out of the total distance, 15 Km. is all weather morrum road from the lease area on State Highway and rest is tar road.
The Kujam II Bauxite Mining lease over an area of 157.38 ha in Village/Mouza – Kujam&Chirodih, Thana Bishunpur, District – Gumla, State – Jharkhand is located on Netarhat Plateau known as “Kujam Pat”. Which is almost 2 km away from the project area. The mine has capacity of 3.0 lakh/ annum quantity with daily average 100 numbers of trucks are being transported from this mine.
Accordingly, the mining lease of Kujam- I Bauxite Mining lease over an area of 80.87 ha in Village/Mouza – Kujam, Deoragini&Chatam, Thana Bishunpur, District – Gumla, State – Jharkhand is also located on the same Netarhat Plateau known as “Kujam Pat”. and 8km away from the project area. This mine has capacity of 1.5 0 lakh/ annum quantity with daily average 50 numbers of trucks are being transported from this mine.
Common transport road will be maintained exclusively by Hindalco.
Presently, this road is being used by our two mines namely Kujam-I and Kujam-II and being

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maintained by Hindalco. In future, this road will also be maintained by us after diversion.
Map showing transportation from all the mines is enclosed as Annexure IX.

Point No 11: PP submitted that land use pattern of the project area which are not matching with the claimed total mine lease area. PP needs to submit the clarification for the same. Reply Total Mining lease area is 130.01 ha and land use plan pattern of the same is given below:

S. Land Use (In Ha.) Description No. Plantation Water Body Public Use Undisturbed Total 1. Top Soil Dump - - - - -

2. External Waste Dump - - - - - a. Excavation (voids) - 3.07 - - 3. 77.00 b. Excavation(backfilled) - - 73.93* - 4. Road - 2.68 - 2.68

5. Built up Area - - 0.50 - 0.50

6. Greenbelt 7.15 - - 7.15

7. Mineral Storage - - - - - 8. Undisturbed Area - - - 42.68 42.68

Total 7.15 3.07 77.11 42.68 130.01

Point No 12: PP submitted the flow chart of environmental management cell; however, the committee noted that there is no individual person with assign responsibility for environmental monitoring and measurement. PP needs to submit the revised plans. Reply
The total manpower required for the proposed mining project will be around 200 persons including Departmental (Skilled) and Contractual (Skilled, Semi-skilled & Unskilled staff) in which 20 persons have been appointed for Environment protection measures.
Environmental Cell has been constituted at Amtipani - Chirodih Bauxite Mine (Area 130.01 ha) comprising below mentioned team members. The team will ensure compliance of Environment Act, Regulation & Rule in respect of the said mine of Minerals & Minerals Limited. Flow chart of environmental management cell is given below:

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Bijesh Jha (President Mines)

Basudev Gangopadhyay GM (Geology & Environment)

Pravin Bhalekar Abhay Kumar Rajesh Kundu Asst. Manager - environment Asst. Manager - Geology Manager - Coordinator

Assistant Officer-Environment

Roles and responsibility of the persons responsible for environmental monitoring and protection is enclosed as Annexure X.

6 | Page Minerals & Minerals Ltd 6 7 8 9 REVISED PUBLIC HEARING ACTION PLAN

S. Activities to be carried out as Reply/Action Plan Budgetary allocation No. per the issues raised in PH 1 Education facility (S. No of persons: 1, 2, 4, 5, 6, 7, 8, 13, 14, 17)
Provision of Bus service for
Bus facility will be provided for students before starting Rs. 14 Lakh students of mine operation
Distribution of sport kit
Play ground will be constructed along with supports to among youngsters the young players for National and international arena. Rs. 10.0 Lakhs
Construction of School
Refurbishment of Govt. schools like Development of (English medium) & college Smart classrooms with wi-fi facilities in school of Village Rs. 10.0 Lakhs for improving education Amtipani facilities 2. Health Facilities (S. No in PH 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 13, 17, 18)
No of ambulance should be
2 Ambulances will be provided for medical assistance. Rs. 16 Lac increased for medical facilities
Support will be given in form of basic equipment to CHC Rs. 5.0 Lac
Facility of doctors and and PHC as per need of community nurses in hospitals
Free medical facility for
1 Doctor and 2 nurse/compounder from the local area will Doctor: Rs. 12 villagers be recruited for the hospital so that the villagers can get Lac/annum
Construction of 10 bedded on time medical facilities. Nurse: Rs. 4.0 hospital/ health centers in Lac/annum Jobhipat as done in Dumarpat village 3. Drinking Water Facility (S. No in PH 1, 5, 8, 14, 16, 17) I. Construction and Three hand pumps for drinking water will be installed in Rs. 3.0 Lakhs maintenance of Bore wells/ Villages Amtipani, Chirodih and Bahagara Hand pumps II. Arrangement for drinking water 4. Infrastructure facility (S. no in PH 1, 7, 8, 14, 16) Construction of ladies toilets Three toilets will be constructed in Villages Amtipani, Rs. 1.5 Lakhs Chirodih and Bahagara

Maintenance & construction of Roads will be constructed in village of Chatasarai. Rs. 5.0 Lakhs roads & culverts 5. Electricity (S. No in PH 1, 14) Electricity Solar light will be installed in three villages Amtipani, Rs. 0.50 Lakhs

Chirodih and Bahagara

10 REVISED PUBLIC HEARING ACTION PLAN

6. Direct Employment: (S. No in PH 1, 2, 4, 5, 8, 11, 13, 16, 17)
Employment to local in mines
The total manpower required for the proposed mining as per their eligibility project will be around 200 persons including
Every household shall get Departmental (Skilled) and Contractual (Skilled, Semi- one person employed skilled & Unskilled) workers
Provision of vocational
Preference will be given to the locals as per their training tosupport to local eligibility for employment in mines. ladies groups
One person from each affected family will be provided employment.
Small skill development training centerwill be opened up in which local women self group will be supported Budget for skill and provided with various trainings by expert trainers development center : on Hand Embroidery, sewing, tailoring, basket making Rs. 15.0 Lakh etc. 7. Use of reclamated land (S. No in PH 1, 2, 3, 5, 7, 8, 11) Backfilling & leveling of the land Backfilling & leveling will be done after the closure of mine - as done in Kujam and Amtipani before returning the land to farmers after mining Farmers should get back their At the end of the life of mine excavated area will be -

land after leveling. backfilled and after reclamation it will be handed over to villagers for cultivation and area will be covered under greenbelt and plantation along 7.5 m safety zone around lease periphery and along road. 8. Land compensation (S. No in PH: 3, 8) • Compensation of the rates Land will be taken as per lease basis for 20 years. shall be increased for land Compensation will be provided as per the instruction and holders agreement between DC and the land owner. • Compensation shall be given to land holders of Amtipani village more than the rate in Village Kujam 9. Environment Pollution Control (S. No in PH: 2, 5, 8, 12, 15, 18)
Pollution control measures Drilling machines will be equipped with wet drilling EMP Cost: Rs. 1.81 should be taken arrangements. Controlled blasting and optimum use of Lakh (Capital)
Green belt/Plantation should explosive. Proper maintenance, oiling and greasing of Rs: 0.60 Lakh/annum

be done machines at regular intervals. Haul roads & loading & (Recurring) unloading areas will be regularly sprayed with water. Regular monitoring of Ambient and work zone Air quality and noise

11 REVISED PUBLIC HEARING ACTION PLAN

level will be carried out (Core and Buffer zone) .

Green belt development will be done on 7.15 ha along 7.5m barrier zone around lease boundary and on safety zone along Rs. 64 Lakh the road. Indigenous & fruit bearing species will be planted in consultation with local forest department. 10. Transportation (S. no in PH 11) Rules shall be made for safe All guidelines related to transportation will be followed. - driving for drivers Bauxite transportation will be done through trucks owned by villagers, if trucks are available to them Others (S. no in PH: 8) Suggestions will be taken for Gram Sabha regarding the • People living in plateau area developmental activities should get number for trucks within 3 days 11. • Suggestions given in Gram Sabha Meeting regarding development shall be applied

Physical targets as per issues raised during public hearing

Budget (Rs in Year wise allocation (Rs in Lakhs) S. No. Area of activity Lakhs) Year I Year II Year III Recruitment of 1 Doctor and 2 nurse/compounder from Doctor: 12 Lac 1. the local area for the hospital Nurse: 4.0 Lac To support to basic equipments to CHC and PHC as per 5.0 - √ - 2. need of community in Village Chirodih Chirodih 16.0 √ √ - 3. To provide two Ambulances for medical assistance Amtipani Chirodih 10.0 - √ - 4. To making of Play Ground in School of Village Chirodih Chirodih Refurbishment of Govt. schools like Development of 10.0 √ - - 5. Smart classrooms with wi-fi facilities in school of Village Amtipani Amtipani 14.0 √ - - 6. Provision of new bus for transportation for the students Amtipani Construction of Roads in the Village Bahagara 5.0 - - √ 7. Cahtasarai 15.0 √ - - 8. To construct skill development center Amtipani

12 REVISED PUBLIC HEARING ACTION PLAN

3.0 √ √ √ 9. Installation of three hand pumps Amtipani Chirodih Bahagara 1.5 √ √ √ 10. Construction of three toilets Amtipani Chirodih Bahagara 0.50 √ √ √ 11. Installation of Solar lights Amtipani Chirodih Bahagara Total 96.0

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Site Specific Wildlife Conservation Plan For Amtipani – Chirodih Bauxite Mine Lohardaga, Jharkhand.

Principal Expert Pradeep Kumar, IFS (Ex PCCF, Wildlife Jharkhand & Chief Wildlife Warden Jharkhand Ex Chairman, Kharkhand Biodiversity Board)

Gems Projects Pvt.Ltd. 1236/2, Lajpat Nagar, Near Lala Lajpat Rai School, Pundag, Argora, Ranchi – 834004 Phone: +91-9431115961, +91-9934307900 E-mail: [email protected], [email protected], [email protected] www.gemsgroup.in

16 ACKNOWLEDGEMENT

“In the deeps of lush green forests where silence reverberates & serenity reigns My heart swings with the rhythms of whispering winds, Beats & notes of cascading waterfalls, Emotions and love of flowing rivers And undettered promises of enchanting mountains. When tiger roars, birds chirp Deers gallop in the denses of forests My mind attains an unclaimed height. O my Lord! bless this beautiful earth And adore it with all these forever.” - Pradeep

I am lost in the lap of eternity and feel myself above the world having in complete dialogue with the great Almighty, whenever I find myself in the deeps and denses of forests. For me the majestic trees in the deeps of jungles are like saints (rishis) & munis who are in deep meditation for the years unknown & blessing this earth with their unending and selfless services. For me the majestic black stripped animal which we call tiger is not mere a wild animal or like that many belonging of forests which we refer as wildlife are not only animals to be categorised as wild rather to my feeling & opinion they are the real and genuine ornaments of forests, without which the conception and imagination of a forest is incomplete or senseless. The water, the soil, the air (oxygen) all along with the loving trees & wildlife or to say forests in complete sense are the very sources of life on this earth. Jungles are exactly like “Lord Vishnu” in Hindu mythology who has the responsibility of conducting life on this earth smoothly. Therefore, a great challenge is there before us to conserve and manage these natural resources for the sake of a comfortable life for everyone and every creature including human beings on this earth.

For the economic amelioration and growth of the people and ultimately country mining activities are also essential. These two aspects – conserving the forests, wildlife and all natural resources & mining activities put the foresters and conservationists in a fix position as to what to do? Keeping and maintaining the balance between the two is a real challenge before a forester or wildlifer and I am too no more an exception. Thus being well versed

17 with the every aspect of this challenge the site specific wildlife conservation plan for the proposed Amtipani - Chirodih bauxite mine is prepared as per the given guidelines of the Govt. and now it is before you.

The total area of the proposed Amtipani – Chirodih bauxite mine is 130.01 Ha which is a non-forest barren land lacking complete vegetation or wildlife. It is located near Amtipani village of Bishunpur block of Gumla district and falls under the Banari range of Lohardaga Forest Division. During detailed studies of the forests, flora and fauna it has been found that fortunately this proposed bauxite mining at Amtipani – Chirodih is not going to affect the environment and forests in a big way. But whatever it is, all aspects in this regard have been taken care of and accordingly as per guidelines mitigation proposals have been recommended which will definitely take care of whatever little negative impacts may be due to this mining project.

In preparation of this site specific wildlife conservation plan many officers of the forest department have given their whole hearted cooperation and support. Thus to begin with first I extend my sincere thanks to Shri Mahendra Prasad, IFS, Regional Chief Conservator of Forest, Ranchi, whose suggestion & advices were really very important for us. My thanks also go to Shri Ashok Singh, IFS, Conservator of Forest, Gumla Circle, Shri Ajit Kumar Singh, IFS, Conservator of Forest of Gumla Forest Division, Shri Vikash Kumar Ujjawal, IFS, Divisional Forest Officer, Lohardaga. My thanks are also to Shri Suresh Rajak, Range Officer of Forest, Banari range for his whole hearted cooperation.

I am also thankful to forester Shri Rajendra Paswan and forest guards of Banari range along with local villagers who always helped me and my team in conducting several surveys and studies. My sincere thanks also go to Shri Deepak Swain, MD, GEMS PROJECTS PVT.LTD. who advised me and my team on mining related issues. I also extend my thanks to all my team members who worked very hard in the preparation of this valuable document.

In the end I cannot forget to pay my sincere thanks and gratitude to the great mother Nature who has blessed us with life with her unending and selfless blessings in the form of lush green forests, colourful wildlife, chirping birds, rivers & streams, hills & hillocks and last but not least the most valuable ores and minerals on this earth to make our lives sublime and comfortable.

18 From the core of my heart I am really deeply indebted to HER and dedicate all my works and services with all sincerity and gratitude to Her.

Place: Ranchi Date: 12/03/2018 (Pradeep Kumar)

19 PROJECT TEAM

Principal Expert

Mr. Pradeep Kumar, IFS (1982) Ex. Principal Chief Conservator of Forest (PCCF), Wildlife, Jharkhand & Chief Wildlife Warden, Jharkhand And Ex. Chairman, Jharkhand Biodiversity Board, Jharkhand

Experts:

Sl.No. Name Qualifications 1. Dr. Geetanjali Singh M.sc. (Botany) PhD. Specialised in Ethnobotany, Professor of Botany Ranchi College, Ranchi. 2. Mrs. Sweta Kumari B.Com, MBA (Human Resources). 3. Mr. Kundan Deo Singh B.Sc. (Geology), M.Sc. (Geology). 4. Mr. Prince Kumar B.Sc. (Zoology) M.Sc. (Environmental Science)

Declaration by the Principal Expert

I, Pradeep Kumar hereby, confirm that the above mentioned experts participated and contributed to this site specific wildlife conservation plan.

Place: Ranchi (Pradeep Kumar) Date: 12/02/2018 Ex PCCF, wildlife Jharkhand & Chief Wildlife Warden, Jharkhand, Ex Chairman, Jharkhand Biodiversity Board.

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Gems Projects Pvt.Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

CONTENTS

Sl.No. CHAPTER SUB-CHAPTER SUBJECT Page no. 1. Executive summary 1-2 2. 1. (A) Introduction 1-3 Location of the project 4 Nearest forest land & forests 4-6 Land use pattern 7-8 Land schedule 9 Forest Diversion Proposal 9 Environmental clearance 9

(B) Demographic & occupational 10-14 profile of villages within the project area & impact area Cropping pattern 14-16 Extent of biotic pressure on the 17-19 forests of study area NTFP collection, families 20-40 dependent & the Impact of project on NTFP collection (C) Topography 40 Temperature 40 Relative humidity 41 Rainfall 41 Drainage 41-42 Geology 42 (D) Roads 43 Railways 43 Waterways 43 (E) Flora & Fauna in the project 43 area Flora of the impact area 44-46 List of Fauna in the impact area 47-50 (F) Description of forest and habitat 109-110 condition, wildlife Scenario of the study area

Site Specific Wildlife Conservation Plan

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Gems Projects Pvt.Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

(G) Movement of mega wildlife in 110 the impact area of the last 3 completed financial years (H) Human-wildlife conflict & 111-113 depredation caused by the wild animals in the study area (I) Survey of working plan 114 prescription for the management of forest & wildlife of the study area (J) Indicative plan showing location 114 of other projects utilising forest lands or otherwise in the impact zone of the project (K) List of experts 115 Methodology and sampling 116-117 procedures adopted in arriving at the facts & findings 3. 2. (A) Impact of the project on the 1-3 environment (B) Quantum of pollutants 3-4 produced by the project & their effects on soil, water, air, vegetation & animals (C) Anticipated degradation 4-5 (D) Nature of threats to the flora & 5-6 Fauna due to project implementation & increased human presence (E) Probable increase in the 6 vehicular traffic & its impact (F) Noise pollution, water, air & 7 underground pollution etc & its probable impact on flora & fauna (G) Study techniques adopted & 8-10 observations of the experts in the field etc.

Site Specific Wildlife Conservation Plan

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Gems Projects Pvt.Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

4. 3. (A) Objectives of management to 1 address the issues of wildlife conservation against the project implementation. (B) Strategies to mitigate and 2-7 minimise adverse impacts so observed in the field. 5. 4. (A) Interventions to be 1-8 implemented by the project authorities inside the project area with suitable justification (B) Locations of the proposed 9 interventions (C) Relevant provisions of 9 environmental management plan for the project and the interventions overlapping in nature (D) Drinking water facilities for 9-10 villagers (E) Plan period preferably for 10 11 years with suitable provisions for interim reviews & suitable modifications. 6. 5. (A) Interventions to be adopted by 1-2 the Divisional Forest Officer (DFO) (B) Management strategies and 2-18 works to be carried out (C) Monitoring of activities 19-21 undertaken (D) Plan period 21 (E) Review of activities 21 (F) Discretion of the forest 21 departments (G) Undertakings 22-23

Site Specific Wildlife Conservation Plan

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Gems Projects Pvt.Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

7. 6. (A) Land use plan maps of the Plate -A projects (B) Location map showing other Plate - B leases & forest diversions in the project impact area giving details of the project (C) Location map with respect to Plate-C protected areas, elephant corridors & elephant reserve etc. showed also show roads, rail lines, canals, water reservoirs causing obstructions in the movement of wildlife. (D) Map showing location of Plate – D interventions proposed in the project area and impact area. (E) Map showing location of wild Plate - E animal depredation including human kill/injury/ cattle kill/ crop damage etc. in the study area.

Site Specific Wildlife Conservation Plan

24 LIST OF ANNEXURES

Sl.No. Description Annexure Page no.

1. Scheme of reclamation of mined area for one Acre Annexure-1 AN-1

2. Budget provisions from 2018-19 to 2027-28 for 10 (Ten) Annexure-2 AN-2 years to meet out the intervention by the project proponents. 3. Schedules of rates for the silvicultural operations for Annexure-3 AN-3 strengthening of forests, natural regeneration alongwith soil and water conservation measures by the APCCF, Development, Jharkhand.

4. Ten years (2018-19 to 2027-28) budget for expenditure to Annexure-4 AN-4 be incurred by the state (DFO, Lohardaga Forest Division)

5. Guidelines for preparation of the site specific Annexure-5 AN-5 conservation plan for mining projects issued by the PCCF, Wildlife & Chief Wildlife Warden, Jharkhand.

25 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. EXECUTIVE SUMMARY

This site specific wildlife conservation plan for the proposed AMTIPANI - CHIRODIH BAUXITE MINE aims at identifying the impacts and pressure on the forest and environment by the project activities. Accordingly it proposes a strategy to minimise the threats and improve the wildlife habitat in the impact area. The salient features of this plan are:  Total Mining Lease (ML) Area – 130.01 Ha  Location : Villages – Amtipani, Chirodih & Bahagara Block - Bishunpur District – Gumla State - Jharkhand  GPS Coordinates: North Latitude – 23o20’10.801” to 23o21’25.361” East Latitude - 84o17’6.782 to 84o17’41.044”  Production capacity : 4.5 Lac TPA ( Tons per Annum)  Nature of Land : Non-Forest : Raiyati – 123.59 Ha : GM – 6.42 Ha  Nearest forest areas from the project: (i) Amtipani PF (ii) Chirodih PF (iii) Bahagara PF  All the above PFs are in Banari range of Lohardaga Forest Division  The project area (130.01 Ha) is outside the Eco- sensitive zone (ESZ) of Palamau Tiger Reserve. However, some of the forests of the impact area (10 Kms radius) fall under the ESZ of the PTR.

 The project area is completely barren having no any vegetation or wildlife.  The above mentioned 03 PFs (Amtipani, Chirodih & Bahagara) are neither very dense nor very thin. These forests are not the habitat of important wildlives like tigers, leopards, deers etc.

Site Specific Wildlife Conservation Plan Page 1 of 2 26 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.  The plan deals with the impact and mitigation strategy of the project on air, water, soil, vegetation, noise, forests & wildlife etc. as per given guidelines.

 For the betterment of forests and wildlife following measures have been taken care of in this plan with proper consultation and discussion with the RCCF,Ranchi, CF, Gumla, DFOs Lohardaga & Gumla alongwith their ROFs:

 Water conservation measures  Silvicultural operations  Natural Regeneration  Soil Conservation  Creation of salt licks  Eco – developmental activities  Creation of human resources  Vaccination of domestic animals

 The plan is made for 10 years from 2018-19 to 2027-28. The total budget proposed are as follow: (1) By state (DFO, Lohardaga & Gumla Forest Division) – 241.78 Lakhs (2) By project proponents - 58.66 Lakhs Total – 300.44 Lakhs

 The detail description of the works & schemes to be carried out by the state (DFO, Lohardaga & Gumla Forest Division) is well dealt in chapter – 5 of this report.

 To have a perfect check on air, water, soil pollution and also for the reclamation of mining area a total of 58.66 Lakhs have been proposed in this report, which has to be implemented by the project proponent. It is dealt in detail in the chapter – 4 of this plan.

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Site Specific Wildlife Conservation Plan Page 2 of 2 27 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

CHAPTER-1

INTRODUCTION

Jharkhand is one of the lucky states of our country, where mother nature has blessed the land with extremely valuable ores and minerals. Being the richest resource of different kinds of ores and minerals the state boasts to produce nearly 40% of ores and minerals of the entire country. Coal, Iron, Bauxite, Copper, Graphite, Uranium, Mica, Sandstone etc. and many more are the precious ores and minerals which this state is gifted with.

These ores and minerals can play vital role in the economy of a nation. Thus mining activity is essential to give a boost to the economy of the people and the country. But at the same time it is bound to affect our forests, wildlife, rivers, streams etc. adversely. A perfect balance is essentially required between the two and thus here comes a suitable and perfect management plan for forests, wildlife and the environment which helps to maintain the balance between the two. It takes care of the maintenance and amelioration of the natural resources along with a safe and sound mining in a particular area.

Before venturing into the various management measures of this project related to Bauxite mining, it is relevant and imperative to get acquainted with this valuable mineral – Bauxite.

Bauxite is basically an ore of Aluminium containing hydrated Aluminium Oxide as the main constituent and Iron Oxide, Silica and Titania in varying proportions. Hydrated Aluminium Oxides present in the Bauxite ore are diaspore and boehmite, Al2O3.H2O (Al2O3 – 85%;Al-45%); gibbsite or hydrargillite, Al2O3.3H2O (Al2O3 – 65.4%; Al-34.6%), and Bauxite (containing colloidal alumina hydrogel), Al2O3.2H2O (Al2O3-73.9%; Al-39.1%). The iron oxide in Bauxite ore is present as haematite or goethite, silica as clay and free quartz, and Titania as Leucoxene or Rutile. Bauxite is an essential ore of Aluminium which is one of the most important non-ferrous metals used in the modern industry. It is also an essential ore for Refractory and Chemical industries.

Site Specific Wildlife Conservation Plan Page 1 of Ch - I 28 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. Bauxite is typically a soft (H: 1-3), white to grey to reddish brown material with a pisolitic structure, earthy luster and a low specific gravity (SG:2.0-2.5). These properties are useful for identifying Bauxite is almost always processed into another material with physical properties that are distinctly different from Bauxite.

Aluminium the metal extracted from the bauxite, is a slivery-white, light weight metal. It is a softand malleable. Aluminium is used in a huge variety of products including cans, foils, kitchen utensils, window frames, beer kegs and aeroplane parts. This is because of its particular properties. It has low density, is non-toxic, has a high thermal conductivity, has excellent corrosion resistance and can be easily cast, machined and formed. It is also non-magnetic and non- sparking. It is the second most malleable metal and the sixth most ductile.

Site Specific Wildlife Conservation Plan Page 2 of Ch - I 29 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. Aluminium is incredibly popular because it is:

 Lightweight  Strong  Resistant to corrosion  Durable  Ductile  Malleable  Conductive  Odourless

Aluminium is also theoretically 100% recyclable with no loss of its natural properties. It also takes 5% of the energy to recycle scrap Aluminium then what is used to produce new Aluminium.

It is often used as an alloy because Aluminium itself is not particularly strong. Alloys with copper, manganese, magnesium and silicon are lightweight but strong. They are very important in the construction of aeroplanes and forms of transport.

Aluminium is a good electrical conductor and is often used in electrical transmission lines. It is cheaper than copper and a good conductor.

When evaporated in a vaccum, aluminium forms a highly reflective coating for both light and heat. It does not deteriorate, like a silver coating would. These Aluminium coatings have many uses, including telescope mirrors, decorative paper, packages and toys.

Aluminium has opened up new dimensions in the last decades. Countless objects that simplify as well as increase the quality of our daily life are partly made of Aluminium, e.g. CDs, cars, refrigerators, kitchenware, electric power lines, packaging for food and medicine, computers, furnitures and aircrafts. We use Aluminium every day, even though we don’t necessarily pay too attention to it and often don’t even realize it.

Site Specific Wildlife Conservation Plan Page 3 of Ch - I 30 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. (A) Location of the project area:

The project area for the proposed bauxite mine is in non-forest land at the village Amtipani whose details are as follow:

Village : Amtipani, Chirodih Area : 130.01 Ha GPS Coordinates : 23o20’10.801” to 23o21’25.361” North Latitude 84o17’ 6.782.” to 84o17’ 141.044” East Longitude P.S : Bishunpur Thana No : 39, 47 & 52 Khata No : Annexed with this report on Annexure- Plot No : Annexed with this report on Annexure- District : Gumla State : Jharkhand

Nearest Forest Areas:

 Protected Forests (PFs) (i) Amtipani PF (ii) Chirodih PF (iii) Bahagara PF

 Sub Beat – Bahagara  Beat – Bahagara  Range – Banari  Division – Lohardaga Forest Division

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Site Specific Wildlife Conservation Plan Page 6 of Ch - I 33 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. Land use pattern of the project area:

The proposed project of mining is of 130.01 Ha, whose land use patterns are shown below:

Land use pattern

Land use Existing land use area ( Ha.) Old Quarry 5.26 Road 2.68 Total used land 7.94 Balanced area 122.07 Total lease area 130.01

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Quarry, 5.26 Road, 2.68 Total used land, 7.94

Balanced area, 122.07

Figure 3: Land use pattern of the project area.

Site Specific Wildlife Conservation Plan Page 8 of Ch - I 35 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. Land schedule for project area:-

The entire mining lease area of project is a non-forest land and is divided into two types:-

1. Govt Non forest land, and 2. Govt Non forest land settled in favour of raiyatt.

The non-forest land of raiyats covers the large portion and the total lease area is 130.01 hectares.

Type of land Area in hectare 6.42 Ha GM Land 123.59 Ha Raiyati Land 130.01 Ha Total

Forest Diversion Proposal:

Since the project area is a non-forest area and thus there is no need of any forest diversion proposal.

Environmental clearance:

The MOEF & Climate Change, Govt of India has granted Term of Reference for doing environmental studies, Public Hearing etc. to prepare Environmental Management Plan for obtaining Environmental Clearance for this bauxite mines of 130.01 Ha at the above said project area vide her letter no:- J-11015/31/2017-IA-II (M) dated- 07-06-2017. The copy of TOR is annexed with this plan.

Site Specific Wildlife Conservation Plan Page 9 of Ch - I 36 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. (B) DEMOGRAPHY, OCCUPATIONAL, PROFILE, BIOTIC PRESSURE ETC.

(I) Villages and habitations in the project area and the impact area:

(i)Within the project area:

The project area is 130.01 Ha which is completely barren and there is no any vegetation, habitation, wildlife or village in it.

Photo: Proposed site of Bauxite mine at Amtipani

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Photo: proposed site of Bauxite mine

Photo: Principal expert along with team & proponents inspecting the proposed site

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Photo: Field inspection of the site by the principal expert

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(ii)Within the impact area Within the impact area also the villages are scattered having very less human population. Most of them are tribal villages and tribals were found living very friendly with the forests & wildlife without disturbing the very ecology of the forest. Following is the demographic profile of the important villages of the impact area: House Total Literates Total Main Marginal Village Name Male Female SC ST Hold Population (%) Worker Workers Workers Amtipani (Gorapahar, 286 1725 867 858 0 1719 51.33 725 421 304 Sakhuapani, Kokrapat) Chirodih 320 1862 893 969 0 1764 52.48 882 302 580 (Chaurapat) Gurdari 559 3432 1864 1568 48 3309 57.43 1317 991 326 (Kekrang) Narma 510 3131 1716 1415 79 2947 49.57 1393 931 462 (Jobhipat, Ninarpat) Bahagara (Lodapat) 265 1427 712 715 0 1369 33.64 664 437 227 Chormunda 188 985 483 502 0 972 68.7 690 141 549 (Latehar dist) Total 2128 12562 6535 6027 127 12080 52.19% 5671 3223 2448 Sources: census-2011 (C) Census of India 2011 – Primary Census Abstract – Jharkhand Directorate of Census Operations, Jharkhand, 2011. (D) www.census2011.co.in

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(a) Demographic Profile: The demographic profile of the impact area of the project is as follow:

Census year: 2011

Sl.no 1. Total population 12,562 2. Male 6,535 3. Female 6,027 4. Sex ratio 108:100 5. Literate % 52.19 6. Schedule caste 127 7. Schedule tribe 12,080

(b) Occupational Profile: Agriculture is the main occupation of the people of the above villages. The details of the working force are as follow: (i) Total workers – 5671 (ii) Main workers – 3223 (iii) Marginal worker - 2448 Source: Census year:2011

(II) Cropping Pattern adopted by the villagers: The agricultural lands available in the study area are cultivated primarily under rainfed conditions. The total land holdings are not utilized for cultivation because of low facility of irrigation. Kharif is the main crop in which the villagers grow paddy (Oryza sativa) & potatoes (Solanum tuberosum). The important fruit plants are Jackfruit (Artocarpus heterophyllus), Imli (Tamarindus indicus), Jamun (Syzygium cumini), Kendu, etc.

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Photo:1

Photo:2

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Photo :3

Photo:4 Photos (1 to 4): Principal expert visiting village Amtipani with his team, forest officials & proponents to discuss different issues with the villagers.

Site Specific Wildlife Conservation Plan Page 16 of Ch - I 43 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ranchi, Jharkhand Lohardaga, Jharkhand. (III) Extent of biotic pressure by the villages on the forest of study area.

The growing human population has been a major cause of increasing biotic pressure on our forests. The villagers of the nearby villages of the forests fulfill their daily needs of fire wood, small timber etc. from the neighbouring forests. Forests have their own capacity of regeneration and recapitulation and thus at a time they fail to fulfill the need of the people. This unnecessary tremendous biotic pressure on our forests has adversely affected the growth and health of our forests and wildlife both. And this way the forests of the study area of this project are not spared of. The impact of the biotic pressure in the study area is being studied under the following heads: (i) Illicit felling: Any tree felling in a forests without the permission of the competent authority is treated as illicit felling and it is an offense in the eyes of law. During study tours of the impact are we were happy to see and observe that in the impact area the case of illicit felling is almost nil. One reason is absolutely clear that due to sparsh and less population and that too of tribals the needs of the people are not that much pronounced. Whatever they require specially firewood they use to collect dry fallen twigs, woods, leaves etc. the forests were found in complete original form. It is a matter of great satisfaction for a forester like me and others. Thus illicit felling of trees is not at all any concern in the forests of impact area.

(ii) Firewood consumption: It was found during study that due to thin human population the collection of firewood from the nearby forests is not very much. Whatever forest dwellers take for their cooking etc. is not that alarming. The increment in the vegetation is much more what they take out. It is also found that they do not cut green trees and collect only the dry woods, leaves and twigs from the forest floor. This way fortunately the villagers in the impact area are forest friendly and donot cut or destroy forests.

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(iii) Grazing: The illegal grazing by the village cattle in forest areas creates food shortage for wild animals. It makes the soil hard which affects the natural regeneration adversely. According to traditional practice the cattle from villages around the forest/sanctuary are left to graze in the forest. The cattle are often unproductive, and are also likely to damage the agricultural crops. During study of grazing in the impact area it is observed that due to thin human population cattle are also very less in number. So, the pressure on the forests of impact area due to grazing is nothing and it is not a matter of concern.

(iv) Forest Fires : Forest fires which are caused by the anthropogenic activities are a major threat to the growth and health of the forest and wildlife both. In the dry season from March to June when the flora is dry chances of catching fire are very high. These fires cause immense damage to the habitats and affect all kinds of life in the forest. Every year there are instances of fire sometimes natural and most of the time caused by human errors. The team observed the following reasons of forest fires in the study area: i) During the collection of mahua flower in its season the villagers lit the fire to clean the ground and it sometime spread in the forest. ii) The villagers sometimes lit fire on the hill top and hill slopes in summer seasons with the feeling that during monsoon the ash will come down in the agricultural field to make them more fertile.

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iii) Sometimes forest fires are caused unwillingly by the villagers through ignited bidi, cigarette, or cooking in the forests. iv) In some cases friction of dry twigs of the trees causes natural fires.

The forest officials agreed that due to the above reasons sometimes fire catches in the forests of the impact area. But with the help of the JFMCs & villagers it is controlled and forests are saved from destructions.

(v) Encroachments: In the study area there is no encroachment seen by the team.

(vi) Hunting: Sometimes hunting of wild animal by the villagers for the greed of flesh, skin and horns etc. is of great concern. Many cases go unreported. It is unfortunate and thus proper awareness and education are essentially essential to stop such any incident. In the impact area we felt that tribals are very friendly with the wildlife of their forests and do not hunt or neither allow others to do so. It’s a very pleasant situation and thus hunting of wild animals is not an issue in these areas.

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(IV) NTFP collection and number of families depending upon

(A) Types of NTFP in the forest of the impact area Following are the NTFPs which have been observed to be found and derived from the : (a) Leaves (b) Flowers (c) Fruits (d) Oil seeds (e) Barks (f) Grasses (g) Resin (h) Roots & Tubers (i) Medicines of the following plants and trees.

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(a) Leaves:

S. No Species Uses Period/season

1. Kendu leaves Tender leaves are used for April-May (Diospyros Biri(Indigenous cigar) Jan-Dec melanoxylon) 2. Kachnar(Bauhinia) Tender leaves are used as May-June (Bauhinia vegetables. variegata) 3. Katai(Dasamula) Green leaves are used as Nov-Dec (Solanum vegetable Jan-Feb sunattense) 4. Chakor Green leaves are used as Oct-Nov (Cassia tora) vegetable May-Jun 5. Phutkal Tender leaves are used as April-May (Pakad) vegetables. Also used as Dec-Jan medicine for stomach disorder. 6. Ban Pechki Leaves are used as June-July vegetables. 7. Koenar Used to make pattal (food Throughout the (Bauhinia plates), Dona, rapper, village year purpurea) Biri, invitation card (Sal patta) for marriage 8. Banyan (Bar) Leaves are used as fodder. Throughout the (Ficus bengalansis) year 9. Peepal Leaves are used as treating May-Sept (Ficus religiosa) fever and cold.

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(b) Flowers:

1. Mahua Used as food April-May (Madhuca indica) 2. Kachnar Flowers are used as vegetables March-April (Bauhinia variegata) 3. Jirhul Flowers are used as vegetable March-May & (Indigo and dried flowers. May-July ferapulchella) 4. Thumpa (Koena) Flowers are used as vegetable Aug.-Sept (Bauhinia and dried flowers purpurea)

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(c) Fruits:

1. Sal seed Used as food, also for May-June (Shorea robusta) extracting oil 2. Jamun (Jamboline) For food, to make juice as June-July (Syzygium cuminii) medicine for stomach trouble 3. Dumber(fig) For food June-July (Ficus hispida) 4. Mango Green Mango at its tender April-July (Mangifera indica) stage is used as medicine for worm in the stomach and its later stage (baked mango is used against heat wave from scorching sun. Pickle of green mango is an important food item. 5. Bel For food, medicine for stomach May-June (Aegle marmelos) trouble. 6. Kendu For food May-June (Diospyrosme lanoxylon) 7. Amla Pickle, medicine and for oil (Emblica officinalis) 8. Karonda Medicine and for vegetables (Carissa carandus) 9. Kusum For eating and for extracting April-May (Schleichera oleosa) non-edible oil 10. Mahua (Dori) For non-edible oil May-June (Madhuca indica) 11. Katahal(Jack fruit) For food July-Aug (Artocarpus intigrifolia)

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(d) oil seeds:

1. Kusum For medicine May-June (Schleichera oleosa) 2. Sal For edible oil May-June (Shorea robusta) 3. Dor (Mahua) For medicine and edible oil May-June (Madhuca indica) 4. Karanj Villagers use it as hair-oil, also May-June (Pongamia pinnata) for medicine (Purgative) 5. Amla Hair, Oil, also for medicine June (Emblica officianalis) 6. Neem Oil used as medicine for skin June (Azadirachta indica) disease (e) Barks:

1. Karanj Used as medicine March-April (Pongamia pinnata) 2. Neem Bark Used as medicine Jan-Dec (Azadirachta indica) 3. Arjun Used as medicine April-May (Terminalia arjuna)

(f) Grasses:

1. Sawai grass For making rope Oct-Dec (Eulaliopsis binata) 2. Luckuighas For making broom Oct-Dec 3. Kaushi (Grass) For making rope and broom Oct-Dec (Saccharum spontaneum) 4. Phuljharu For making broom (Imperataarundinacia)

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(g) Resin:

1. Sal Used as Gum and Dhup Jan-Dec (Shorea robusta) (incense) 2. Babul Used as Gum Jan-Dec (Acacia nilotica)

(h) Roots &Tubers :

1. Tirio Used as food July 2. Nappa Used as food 3. Kulhi-han Used as food and medicine 4. Arum Used as vegetables (Edible stems and roots) 5. Genthi Used as food also used as (Bitter) medicine for stomach trouble 6. Mushroom (Wild) Used as vegetables 7. Jhitti, Jhubra, Kudrum, Used to make fermentation Kudrim-bahar, Yentha, tablet toprepare Haria (Rice Detingko’s, Chittour, beer) (Most of these materials are used together as mixture)

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(i)Medicines:

1. Bahera Bark, fruit, used in stomach March-April (Terminalia behra) pains 2. Harra Used for cough and for making July-Aug (Terminalia chebula) ink 3. Amla Used for pickles and medicine Feb-march (Emblica officinalis) hair oil and shampoo 4. Karanj Oil used for skin disease and March-April (Pongamia pinnata) bed store 5. Chiranta Leaves and stems are used for Jan-Dec (Swertiapulchella) blood purification 6. Neem Oil used for skin disease (Azadirachta indica) 7. Gamiary Fruits used as birth control (Vitexnegundo) medicines 8. Tamarind Leaves (pressed) are used as (Tamarindus indica) medicine for any swelling. Leaves (Pressed) mixed with water are used in urinary trouble. Flowers are used (external) in eye-swelling. Bark water is used to increase digestive capacity. Pressed seeds with lemon juice are used for ring worm. It is used in vomiting tendencies. Tamarind water is used for stomach washing especially in the case of poisoning.

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(B) Families Depending upon NTFPs:

During studies & surveys it was found that almost 90% of the villagers of the above household feel good to collect the NTFPs in their respective seasons, for, it is an additional source of income for them. But it is not that they totally depend on these NTFPs for their livelihood. It is just an addition to their annual income and as surveyed and observed it is not sufficient to meet their both ends round the year. And therefore they have to depend upon other sources of income to meet the entire needs of their families.

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IMPORTANT NTFPs OF IMPACT AREA

Important NTFPs of the impact area are:

(1) Kendu leaves & fruits (2) Sal seeds, leaves & resins (3) Karanj seeds (4) Mahua flowers and seeds (5) Sabai grass (6) Bamboo (7) Genthi kanda (Dioscorea bulbifera) (8) Aaru (Dioscorea alata) (9) Rohan (Mallotus)

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A Brief description of the above NTFPs are as follow:

1. Kendu (Diospyros melanoxylon) leaves and fruits:

Kendu leaf is one of the most important non-wood forest products of Jharkhand. The valuable leaves are used for wrapping Bidis, popular smoke especially among poor natives. The forest dwellers collect Kendu leaves for which they fetch a good price, which add an additional income to their livelihood. The ripe fruits are also sold in the local market.

Kendu leaves used for making Bidis

Ripe fruits of Kendu

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2. Sal (Shorea robusta) leaves, seeds and resins:

Sal is a major means of survival for forest dwellers in the Central Indian states of Jharkhand, Orissa, Chhattisgarh and Madhya Pradesh. These four states include the country's largest Sal belt. Sal forest covers about 45% of their forested areas. The forest dwellers depend on collection of Sal seeds, leaves and resins. The Sal leaves are mainly collected for making leaf-plates (Pattal) and leaf- bowls (Dona).

Sal leaf-plates and leaf-bowls Sal seeds

Sal resins

Sal seeds are boiled eaten by the tribals of Chotanagpur. Sal oil or butter is used for cooking locally and used for soap up to 30%. Refined, modified fat is a substitute for cocoa butter and used in confectionery industry.

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Sal butter is used in the manufacturing of edible ghee (vanaspati), paints and pigments, lubricants, auto oil, etc. The resins collected from the tree are used as incense. The resins are also used for preparing traditional herbal medicines. 3. Karanj (Pongamia pinnata) seeds:

Karanj seeds

The seed-oil carries a sour flavour and a distressing smell; hence it's not viewed as edible. This oil is widely used as a lubricant, pesticide, as well as in making soap, water-paint binder and leather businesses. Powdered seed is used in bronchitis, chronic fever, whooping cough and chronic skin diseases and painful rheumatic joints. Seed oil is used in scabies, leprosy, piles, ulcers, chronic fever, lever pain and lumbago. Its oil is a source of biodiesel and is also used for lighting lamps. The oil-cakes are used as manure in the field.

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4. Mahua (Madhuca latifolia) flowers and seeds:

Mahua flowers (dried) Mahua seeds

The sweet, fleshy corolla of the flowers are eaten fresh or dried, powdered and cooked with flour or fermented to make alcohol. Flowers are prepared to relieve coughs, biliousness and heart- trouble while the fruit is given in cases of consumption and blood diseases. Mahua flowers show anti-bacterial activity against Escherichia coli. The honey from flowers is edible and reported to be used for eye. Mahua seeds are used for extracting oil that is used mostly in manufacturing of soaps, particularly the laundry field. It is also used for edible and cooking purpose. Refined oil is used in manufacturing of lubricating greases. The oil is used for candles a batching as a raw material for production of fatty alcohol and stearaic acid. The tribal commonly consume the tori oil that contains 40-45% oil. The oil cake is also used as pesticide and manure. It contains 16% of protein. The oil cakes are profitably utilized as bio-fertilizers or cattle feed or sold to solvent ex- traction plants, where still more oil is extracted. Medically the tree is very valuable. The bark is used in treating of rheumatism, ulcers, itching, bleeding and spongy gums, tonsillitis leprosy, heal wound, and diabetes mellitus. The root base is applied to ulcers.

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5. Sabai grass (Eulaliopsis binata):

Eulaliopsis binata (Sabaigrass) a perennial plant belonging to the grass family Poaceae, is a perennial, clump-forming grass with leaf-blades 30 - 80cm tall and flowering stems 60 - 90cm tall. In India, this species is the second-most important raw material for paper pulp after bamboos, and it is much collected from the wild. The grass is woven into mats. The plant is a good source of fibre, which is widely used for making sails, ropes and string. The fibre is suitable for papermaking.

Eulaliopsis binata

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6. Bamboo (Dendrocalamus strictus):

Dendrocalamus strictus

Dendrocalamus strictus is a medium-sized bamboo with culms of about 8- 20 m tall and 2.5-8 cm in diameter. The internodes are 30-45 cm long and thick- walled. Many clustered branches with 1 larger dominant branch. The lower nodes often have branches. Leaf size is variable as they are smaller in dry locations and bigger in moist areas; sizes vary between 5-25 cm long and 1-3 cm broad. They are used for making house frames, rafters, tent poles, concrete reinforcement, walls, scaffolding, and fences. The leaves are used for thatching. Used by the British army in India for making lance shafts.

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7. Genthi Kanda (Dioscorea bulbifera):

Dioscorea bulbifera Underground tuber of Dioscorea bulbifera

Dioscorea bulbifera or air yam is a large vine 20 ft or more in length. It produces tubers; however the bulbils which grow at the base of its leaves are the more important food product. They are about the size of potatoes (hence the name air potato) weighing from 0.5 to 2 kg. Some varieties can be eaten raw while some require soaking or boiling for detoxification before eating. It is not grown much commercially since the flavour of other yams is preferred by most people. However it is popular in home vegetable gardens because it produces a crop after only 4 months of growth and continues for the life of the vine, as long as two years. Also the bulbils are easy to harvest and cook. Male flowers on pendent inflorescence, from bracteate (rarely leafy) stems, up to 50 (even 100) cm long; whitish or pinkish; female flowers on pendent axillary inflorescences.

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8. Aaru (Dioscorea alata):

Vigorously twining herbaceous vine, from massive underground tuber. Stems 10 m (30 ft) or more in length, freely branching above; internodes square in cross section, with corners compressed into “wings,” these often red-purple tinged. Aerial tubers (bulbils) formed in leaf axils (not as freely as in D. bulbifera), elongate, to 10 cm (4 in) x 3 cm (1.2 in), with rough, bumpy surfaces. Leaves long petioled, opposite (often with only 1 leaf persistent); blades to 20 cm (8 in) or more long, narrowly heart shaped, with basal lobes often angular. Flowers small, occasional, male and female arising from leaf axils on separate plants (i.e., a dioecious species), male flowers in panicles to 30 cm (1 ft) long, female flowers in smaller spikes. Fruit a 3-parted capsule; seeds winged. The large underground and small aerial tubers are greatly relished by the tribals of Chotanagpur. They are cooked eaten as vegetables or may be roasted eaten. They may be considered as an alternative to potatoes.

Dioscorea alata Underground tuber of Dioscorea alata

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9. Rohan (Mallotus philippensis):

Rohan (Mallotus philippensis) is a tree found throughout India. It has been in use as medicinal tree in India for ages. The tree can grow up to 10 m tall. Alternately arranged, ovate or rhombic ovate leaves are rusty-velvety. Male and female flowers occur in different trees. Female flowers are borne in lax spike like racemes at the end of branches or in leaf axils. Male flowers occur three together in the axils of small bracts. Capsule is trigonous-globular, covered with a bright crimson layer of minute, easily detachable reddish powder. The tree is supposed to be a very useful, a source of dye, which is used in colouring silk and wool. It is used as anti-oxidant for ghee and vegetable oils. Oil is used as hair-fixer and added in ointment. Seed oil is used in paints and varnishes. Seed cake is used as manure.

Mallotus philippensis

Mallotus philippensis is used to produce red dye and herbal remedies. According to Ayurveda, leaves are bitter, cooling and appetizer. Fruit is heating, Purgative, anthelmintic, vulnerary, detergent, maturant, carminative, alexiteric and useful in treatment of bronchitis, abdominal diseases, spleen enlargement etc.

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IMPACT OF N.T.F.P COLLECTION

Jharkhand literally means ‘forest region’ where forest plays a central role in the economic, cultural and socio-political systems. The entire lives and livelihoods of a majority of people revolve around forest and forestry. Non- timber forest products (N.T.F.P) play an important role in supporting rural livelihoods and food security in this area. The human population in the impact area is very less and there is no any negative effect on the forests when the forest dwellers collect some NTFPs for their need. Price offered to the villagers for the common NTFPs

Following is the Price list of NTFPs which villagers get by the JSFDC or in the open market itself:

SL NO. COMMON SCIENTIFIC USEABLE PART PRICE NAME NAME 1 Amla Emblica Fruit Rs. 5/kg officinalis 2 Aam Mangifera indica Fruit Rs. 8/kg 3 Amra Spondias Fruit Rs. 5/kg pinnata 4 Asan Terminalia Fibre Rs. 25/kg tomentosa 5 Arjun Terminalia Bark Rs. 350/kg arjuna 6 Amaltas Cassia fistula Fruit Rs. 5/kg 7 Bel Aegle marmelos Fruit Rs. 4/kg 8 Behera Terminalia Fruit Rs.4/kg bellerica Bark Rs. 5-7/kg 9 Bijasal Pterocarpus Gum Rs 12-15/kg marsupium 10 Ber Zyzyphus Fruit Rs 4/kg mauritiana

Site Specific Wildlife Conservation Plan Page 38 of Ch - I 65 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ranchi, Jharkhand Lohardaga, Jharkhand. 11 Dudhlata Ichnocarpus Branches Rs 3/kg frustescens 12 Galgal Cochlospernnum Gum Rs 10/kg religiosum Fruit Rs 3/kg 13 Gamhar Gmelina arborea Fruit Rs 3/kg 14 Harra Terminalia Fruit Rs 10-17/kg chebula 15 Imli Tamarindus Fruit Rs 10/kg indica 16 Jamun Syzygium cumini Fruit Rs 3/kg 17 Kendu Diospyrous Leaf Rs 3/bundle melanoxylon 18 Khus Khus Vetiveria Root Rs300/bundle zizanioides 19 Kusum Schleichera Seed Rs 4/kg oleosa 20 Latpalas Butea superba Gum Rs 30-50/kg 21 Mahua Madhuca indica Flower Rs 8/kg(dry) Seed Rs 3/kg 22 Mahulan Bauhinia vahlii Bark Rs 4/kg 23 Neem Azadirachta Seed Rs 12/kg indica Bark Rs 7/kg 24 Piar Buchanania Gum Rs 7/kg lanzen Tan Rs 5/kg 25 Palas Butea Seed Rs 3/kg monosperma gum Rs 6/kg 26 Satawar Asparagus root Rs140-180/kg racemosus 27 Salai Boswellia Bark Rs 3/kg serrata gum Rs 6/kg 28 Semal Bombax cotton Rs 24/kg malabaricum 29 Ritha Sapindus fruit Rs 10-15 /kg mukorossi 30 Sal Shorea robusta seed Rs 3/kg Source: Data collected during field studies.

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Impact on N.T.F.P collection due to Project Due to said mining project absolutely there is no any negative impact on the NTFP collection. (C) DESCRIPTIONS OF TOPOGRAPHY, DRAINAGE ETC

Temperature, Relative humidity, Rainfall, Drainage Topography The Amtipani-Chirodih Plateau is elongated from north to south and is polygonal in shape. The plateau slopes gradually all around the plateau. Important features of its topography are as follow:

 Surface of the plateau is more or less plain  Highest point – 1065 Metres above MSL  General slope- towards eastern & western scrap of the Plateau  Surface area – covered with soil and cultivable land  Steep slope – visible all around the main Plateau  Slope area – covered with laterites.  Vegetation – sal vegetation prominent  Plateau area – 400 to 500 M higher than the surroundings ground with gentle slopes towards eastern and western side of the Plateau.

Temperature  Winter season is from December to the end of February  January – coldest month with the mean daily temperature 14.4oc  March to May – Night & day temperature increase rapidly  Maximum temperature – 38.2oc  Mean temperature – 23.4oc  Mean maximum temperature in June- 34.2oc  Mean minimum temperature in September – 28.1oc  Mean maximum temperature in October – 28.3oc  Mean minimum temperature in November- 20.1oc

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Relative humidity  Maximum humidity – 81% during monsoon  Minimum humidity – 25% during monsoon  Other seasons – Generally dry Rainfall The average annual rainfall based on the analysis of data recorded at IMD Daltonganj in the year 2014 Atmospheric Temperature Relative pressure (mb) (oC) Humidity (%) Rainfall Month Mean Mean Mean Mean Mean Mean (mm) Min Max Min Max Min Max January 988.9 992.1 14.4 21.3 54 70 23.2 February 986.5 989.8 17.5 24.9 41 63 17.4 March 983.1 986.6 23.4 30.5 31 52 14.0 April 978.4 983.2 29.6 35.7 25 39 13.1 May 974.1 978.3 33.5 38.2 25 39 15.5 June 972.0 974.7 32.2 34.2 52 58 143.4 July 973.2 974.5 29.1 29.9 75 78 322.3 August 976.7 976.3 28.5 29.2 80 81 299.5 September 982.6 980.1 28.1 28.9 75 78 210.4 October 987.0 986.0 25.6 28.3 62 72 49.5 November 988.6 990.7 20.1 24.8 55 68 5.5 December 980.2 983.7 15.2 21.2 54 68 4.4 Total rainfall 1118.2

Drainage  In a typical bauxite bearing plateau located on hill top, no water is to be found even at depth.  During monsoon rain water drains down the escarpments, the natural slope of plateau acts as the drainage system.  6 kms east from the project area there is a river North Koel which flows parallel to the elongation of the south to north.

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 One perennial Dhardhari nala a tributary of North Koel is flowing parallel to the elongation of the south to North direction on the east of the lease area.  The drainage system of the area is almost parallel to the sub parallel type due to structural control of litho units.

Geology The Amtipani-Chirodih area forms a polygonal shaped land. It exposes bauxites, laterites soil and morrum in the escarpment section, slopes and surface. The nature of deposit at Amtipani –Chirodih area is bouldery as seen in the eastern and western as well Northen and Southern part of the area both in the escarpment sections & plateau region. The central part is soil cover. The thickness of the bauxite zone is widely variable from 0.5 metres to3.8 metres. Bauxite forms the main economic mineral of the area occurs as a part of the laterite profile in the form of discontinuous bodies between the two laterite formation. It is often found as lenthicular patches within the lower laterite at different levels. It is exposed in the scrap sections all around the plateau or where erosion has removed the cover of the plateau top. The bauxite bearing areas of Jharkhand belongs to the Indian Peninsula. It consists mainly Chotanagpur Granite Gneiss associated with intrusions of quartzite, older rocks and Deccay. Ranchi plateau is the main topographic unit in the area with altitudes between 960 m and above MSL, capped with laterite and bauxite. Bauxite deposits are the result of Silica process of alumina rich rocks and it occurs informs of an extensive blanket below the cover on the flat topped. It also occurs informs of an extensive blanket below the cover on the flat topped. It also occurs as segregation, discontinuous boulders and in blank over laterite residuum. The thickness of the deposits is in the ranges from 1m – 12 m average thickness of 6 metres. Under suitable condition of weathering, chemical alternations and leaching through geological time, the parent rocks have giving rise laterite and bauxite. The parent rocks which may give rise to bauxite are silicate rocks with high alumina of silica. Granite – Gneiss in association with intrusions of quartize and older basic the main source rock in the area.

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(D) DETAILS OF LINEAR INFRASTRUCTURES

Linear Structures – Roads, Rail Lines, Canals etc.

Roads The nearest pucca road from the project area is Ranchi – Netarhat road (State High way no 143 A) which is about 20 Kms away from it.

Railways The nearest railway station is Lohardaga railway station which is about 70 Kms from the project area.

Waterways The important river of this area is North Koel which is about 6.00 Kms away from the project area. There are no big lakes or dams in the impact area. (E) DESCRIPTION OF FLORA AND FAUNA OF THE PROJECT AREA AND IMPACT AREA

1. FLORA AND FAUNA OF THE PROJECT AREA: The project area is about 130.01 Ha which is completely barren having no any vegetation or wildlife. 2. FLORA AND FAUNA OF THE IMPACT AREA: The impact area of the project mainly covers the forests of Lohardaga Forest Division, Gumla Forest Division and partially of Latehar Forest Division. The impact area is moderately rich in flora and fauna. A description of the both are as follow:-

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FLORA OF THE IMPACT AREA: Following is the list of the flora of the impact area:

(i) LIST OF FLORA IN THE IMPACT AREA: SL. NO. BOTANICAL NAME COMMON FAMILY LIFE FORMS NAME 1 Adina cordifolia Karam Rubiaceae Tree 2 Aegle marmelos Bael Rutaceae Tree 3 Ailanthus excelsa Ghorkaram Simaroubaceae Tree 4 Albizia lebbeck Siris Mimosaceae Tree 5 Andrographis Kalmegh Acanthaceae Herb paniculata 6 Anogeissus latifolia Dhautha Combretaceae Tree 7 Antidesma diandrum Amti Euphorbiaceae Shrub 8 Artocarpus Kathal Moraceae Tree heterophyllus 9 Artocarpus lakoocha Barhar Moraceae Tree 10 Asparagus racemosus Shatawar Liliaceae Climber 11 Azadirachta indica Neem Meliaceae Tree 12 Bauhinia purpurea Koinar Caesalpiniaceae Tree 13 Bauhinia racemosa Katmauli Caesalpiniaceae Tree 14 Bauhinia retusa Kathul Caesalpiniaceae Tree 15 Bauhinia variegata Kachnar Caesalpiniaceae Tree 16 Bombax ceiba Semal Malvaceae Tree 17 Boswellia serrata Salai Burseraceae Tree 18 Buchanania lanzan Piar Anacardiaceae Tree 19 Butea monosperma Palash Fabaceae Tree 20 Calotropis gigantea Akwan Euphorbiaceae Shrub 21 Careya arborea Kumbhi Myrtaceae Tree 22 Carissa carandas Karonda Apocynaceae shrub 23 Carissa spinarum Jangli Apocynaceae Shrub Karonda 24 Cassia fistula Amaltas Caesalpiniaceae Tree 25 Cleistanthus collinus Kargali Euphorbiaceae Shrub

Site Specific Wildlife Conservation Plan Page 44 of Ch - I 71 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ranchi, Jharkhand Lohardaga, Jharkhand. 26 Clerodendron Bhant Verbenaceae Shrub infortunatum 27 Colebrookia Binda Lamiaceae Shrub oppositifolia 28 Croton oblongifolius Putri Euphorbiaceae Tree 29 Dalbergia latifolia Kala shisham Fabaceae Tree 30 Dalbergia sisoo Shisham Fabaceae Tree 31 Diospyros embryopteris Madartendu Ebenaceae Tree 32 Diospyros melanoxylon kend Ebenaceae Tree 33 Emblica officinalis Amla Euphorbiaceae Tree 34 Emblica robusta Baborang Euphorbiaceae Shrub 35 Eugenia heyneana Katjamun Myrtaceae Tree 36 Eugenia jambolana Jamun Myrtaceae Tree 37 Euphorbia hirta Dudhi Euphorbiaceae Herb 38 Ficus benghalensis Bar Moraceae Tree 39 Ficus cunia Parho Moraceae Tree 40 Ficus religiosa Peepal Moraceae Tree 41 Ficus tomentosa Barun Moraceae Tree 42 Flacourtia ramontchi Katai Salicaceae Shrub 43 Flemingia chappar Galphuli Fabaceae Shrub 44 Flemingia stricta Salpani Fabaceae Shrub 45 Flueggea obovata Sika Euphorbiaceae Shrub 46 Gardenia gummifera Dekamali Rubiaceae Shrub 47 Gardenia latifolia Papra Rubiaceae Tree 48 Gardenia turgida Karhar Rubiaceae Shrub 49 Glochidion lanceolarium chiku Euphorbiaceae Shrub 50 Gmelina arborea Gamhar Rubiaceae Tree 51 Indigofera pulchella Jirhul Fabaceae Shrub 52 Lantana camera Putus Verbenaceae Shrub 53 Madhuca latifolia Mahua Sapotaceae Tree 54 Mallotus philippensis Rohan Euphorbiaceae Tree 55 Mangifera indica Aam Anacardiaceae Tree 56 Mimosa pudica Lajwanti Mimosaceae Herb 57 Mitragyna parviflora Guri Rubiaceae Tree 58 Morinda tinctoria Ach Rubiaceae Tree 59 Morus alba Tut Moraceae Tree

Site Specific Wildlife Conservation Plan Page 45 of Ch - I 72 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ranchi, Jharkhand Lohardaga, Jharkhand. 60 Nyctanthes arobortristis Harsingar Nyctanthaceae Shrub 61 Phoenix acaulis Khajur Arecaceae Shrub 62 Pongamia pinnata Karanj Fabaceae Tree 63 Pterocarpus marsupium Paisar Fabaceae Tree 64 Randia dumetorum Mowar Rubiaceae Shrub 65 Randia uliginosa Piurar Rubiaceae Tree 66 Schleichera oleosa Kusum Sapindaceae Tree 67 Shorea robusta Sal Dipterocarpacea Tree e 68 Solanum nigrum Makoi Solanaceae Herb 69 Solanum xanthocarpum Rangeni Solanaceae Herb 70 Sophora bakeri Birja Fabaceae Shrub 71 Soymida febrifuga Rohena Meliaceae Tree 72 Strobilanthes Gond Acanthaceae Shrub auriculatus 73 Symplocos racemosa Lodh Styraceae Shrub 74 Tamarindus indica Imli Fabaceae Tree 75 Tephrosia purpurea Sarpuka Fabaceae Shrub 76 Terminalia arjuna Arjun Combretaceae Tree 77 Terminalia bellirica Bahera Combretaceae Tree 78 Terminalia chebula Harra Combretaceae Tree 79 Terminalia tomentosa Asan Combretaceae Tree 80 Thespesia lampas Kapasi Malvaceae Shrub 81 Toona ciliata Toon Meliaceae Tree 82 Vitex negundo Sindwar Verbenaceae Shrub 83 Woodfordia fruticosa Dhawai Lythraceae Shrub

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LIST OF FAUNA IN THE IMPACT AREA: Following is the list of important wildlife of the impact area:-

CARNIVORES SL. NO. COMMON NAME SCIENTIFIC NAME 1 Striped Hyena Hyaena hyaena 2 Wild Dog Cuon alpinus 3 Indian Fox Vulpes bengalensis 4 Jungle Cat Felis chaus 5 Wolf Canis lupus 6 Jackal Canis aureus 7 Common Mongoose Herpestes edwadsi

HERBIVORES SL. NO. COMMON NAME SCIENTIFIC NAME 1 Asian Elephant Elephas maximus 2 Spotted Deer Axis axis 3 Barking Deer Muntiacus muntjak 4 Sambhar Cervus uniclor 5 Nilgai Boselaphus tragicamelus 6 Sloth Bear Melursus ursinus 7 Indian Wild Boar Sus scrofa 8 Rhesus Macaque Macaca mulatta 9 Indian Hare Lepus nigricollis 10 Indian Porcupine Hystrix indica 11 Indian Pangolin Manis crassicaudata 12 Threestriped Palm Squirrel Funambulus pennantii 13 Indian Gaint squirrel Ratufa indica 14 Indian Fruit Bat Pteropus giganteus 15 Fulvous Fruit Bat Rousethus leschenaulti 16 Short Nosed Fruit Bat Cynopteurs sphinx 17 Bandicoot Rat Bandicota indica 18 Indian Field Rat Mus Booduga 19 Indian Bush Rat Gobunda ellooti 20 Long Tailed Tree Mouse Vandelwral oleracea

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REPTILES SL. NO. COMMON NAME SCIENTIFIC NAME 1 Indian Python Python molurus 2 Rat Snake Ptyas mucosus 3 Indian Cobra Naja naja 4 King Cobra Naja hannah 5 Banded Krait Bungarus fasciatus 6 Common Krait Bungarus coeruleus 7 Russel’s Viper Vipera russelli 8 Monitor lizard Varanus monitor 9 Indian Chameleon Chamaeleo zeylanicus 10 Indian House Gecko Hemidactylus flaviviridus 11 Rock Lizard Agama buberculats

BIRDS SL. NO. COMMON NAME SCIENTIFIC NAME 1 Common Teal Anas crecca 2 Mallard or Nil-sir Anas platyrhynchos 3 Fantail snipe Gallinago gallinago 4 Little Egret Egretta garzetta 5 Grey Heron Ardea cinerea 6 Cattle Egret Dubulcus ibis 7 Little Green Bittern Butorides striatus 8 Pond Heron Ardeola grayii 9 Night Heron Nycticorax nycticorax 10 Black Ibis Pseudibis papillosa 11 White Ibis Threskiornis aethiopica 12 Blackwinged Kite Elanus caeruleus 13 Common Pariah Kite Milvus migrans 14 The Brahminy Kite Haliastur indus 15 Grey Partridge Francolinus pondicerianus 16 Black Partridge Francolinus francolinus 17 Common Quail Coturnix coturnix 18 Indian Pea Fowl Pava cristatus 19 Red Jungle Fowl Gallus gallus

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A BRIEF DESCRIPTION OF SOME IMPORTANT WILD ANIMALS:

1. Asian Elephant (Elephas maximus):

The Asian elephant Elephas maximus is the only living species of the genus Elephas (Elephantidae). The Asian elephant Elephas maximus is distributed discontinuously across the Asian continent. India has about 60% of the global population of wild Asian elephants. The Asian elephants are the continent's largest terrestrial mammals. They can reach 6.4m in length and 3m at the shoulder, and weigh as much as 5 tones. They are smaller than African elephants and have proportionally smaller ears, which they keep in constant motion in order to cool themselves. They also have a single 'finger' on the upper lip of their trunks as opposed to African elephants, which have a second one on the lower tip. Their skin ranges from dark grey to brown, with patches of pink on the forehead, the ears, the base of the trunk and the chest.

Elephas maximus

Female elephants are more social than males and lives in matriarchal groups of 5 to 20 individuals. They form herds of related females that are led by the oldest female.

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Males usually live alone but sometimes form small groups with other males. When habitat conditions are favourable, female elephants may give birth to a calf every 2.5 to 4 years. Each calf weighs between 50 to 150kg. After several months, the calf begins to eat grass and foliage. However, it stays under the supervision of its mother for several years, starting to make its first independent moves when it is around 4 years old. Elephants need to eat an average of 150 kg per day to survive. They can spend more than two thirds of each day feeding on grasses. But they also devour large amounts of bark, roots, leaves and stems. Cultivated crops such as bananas, rice and sugarcane are also favoured foods, sometimes bringing them into conflict with humans. They need to drink at least once a day so they are always close to a source of fresh water. Loss and fragmentation of habitat, human–elephant conflicts and poaching mainly for ivory are the greatest threats to the species. 2. Indian Wild Boar (Sus scrofa): The Indian wild boar (Sus scrofa), is also known as the wild swine. Wild boars are adapted to a wide variety of habitats. They may inhabit grassy areas, wooded forests, agricultural areas, shrub-lands and marshy swamp-lands. They require a nearby water source and shelter (dense vegetation) to protect and conceal them from predation. They thrive in an assortment of climates, but generally avoid extreme heat or cold. Wild boars range from 153 to 240 cm in total length and weigh 66 to 272 kg as adults. Females tend to be smaller than males of the same age, with the size difference becoming more apparent as the animals age. Adult wild boars have a thick, coarse coat of hair covering their bodies. Their coat ranges in colour from black to brownish-red to white. Depending on their geographic location, they can have a speckled or solid pelage color. They may also have longer bristly hairs that grow down the middle of their backs.

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Sus scrofa

At birth, young boars generally have yellowish-brown stripes running down their backs that disappear into an even coloration within about 4 months. Wild boars can stand as tall as 0.9 m at their bulky shoulders, tapering off towards their hind quarters. Their tails measure 21 to 38 cm, and their ears are 24 to 26 cm long. Their upper canine teeth typically measure 5 to 10 cm and are generally larger than their lower canines. Their upper canines are usually visible even when their mouth is closed. The maximum known lifespan of a wild boar in their natural habitat is 9 to 10 years. Female wild boars are social animals that tend to live in groups. These groups, called sounders, are generally made up of several females and their offspring. They move their home range as needed, according to resource availability and weather. Males tend to be more solitary after reaching maturity and join with groups during mating. Wild boars are omnivorous. They predominantly eat plant matter, particularly crops, fruits, nuts (mast), roots, and green plants. They have also been known to consume bird eggs, carrion, small rodents, insects, and worms. They adjust their diets based on what is available, which can vary with seasons, weather conditions, and locations. They tend to do most of their foraging in the late evening and into the night.

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3. Striped Hyaena (Hyaena hyaena): The striped hyena (Hyaena hyaena) is a species of hyena native to North and East Africa, the Middle East, the Caucasus, Central Asia and the Indian subcontinent. It is listed by the IUCN as near-threatened, as the global population is estimated to be fewer than 10,000 mature individuals which continues to experience deliberate and incidental persecution along with a decrease in its prey base such that it may come close to meeting a continuing decline of 10% over the next three generations. The striped hyena lives in arid, mountainous regions with scrub woodland. It dens in rocky hills, ravines, and crevices. It also inhabits open savannah areas with dense grassland in some regions. The height ranges from 65 to 80 cm. The average length of the striped hyena from head to tail is one meter. Males and females do not differ in average height or length, but males do tend to be slightly heavier. They are a long-haired hyena with large, pointed ears. The striped hyena can erect the long hair on its mane and appear 38% bigger, which it does when it feels threatened. They are grey to straw-colored with a black muzzle and black stripes on their head, torso, and legs.

Hyaena hyaena

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The striped hyena is generally considered solitary, but has some social organization. It forages individually and is rarely seen in groups. It does, however, associate in small family groups at the den. Immature family members will help feed younger siblings by bringing food back to the den. The striped hyena is predominantly a scavenger; its diet consisting mainly of carrion and human refuses. It scavenges large and medium-sized mammals, even eating bones from carcasses if the meat has been picked off. It supplements its diet with fruit, insects, and occasionally by killing small animals like hare, rodents, reptiles, and birds. 4. Indian Fox (Vulpes bengalensis): The Indian Fox also known as Bengal Fox, Vulpes bengalensis is endemic to the Indian subcontinent, including India, Nepal and Pakistan and is widespread throughout its range. They generally prefer foothills and non-forested regions such as open grassland, thorny scrub, semi-desert and arid environments. They can also be found in agricultural fields, as they are not generally fearful of humans. They inhabit burrows built approximately two to three feet below ground surface. These burrows have several openings converging towards the center burrow area. The Indian foxes are medium sized foxes. They have elongated muzzles and small patches of black hair on the upper portion of the muzzle. The most prominent feature of Bengal foxes is a large bushy tail accounting for up to 60% of their body length and possessing a distinct black tip. During normal movement, the tail is left trailing. While running, their tail is carried horizontally. It is held vertically when these foxes make sudden turns. Dorsal pelage varies seasonally and within populations but is generally hoary grey on the dorsum and paler ventrally. Pelage on the ears is dark brown with a black margin. Their ears are large for their size and are possible an adaptation to thermoregulation in their hot, arid habitats. Dentition includes sharply pointed canines and well developed molar teeth. The Indian foxes are believed to live in long-term monogamous pairs. During the breeding season, males vocalize intensely during the night and at dusk and dawn. It is believed that both female and male foxes participate in raising offspring.

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Males have been reported to hunt in order to provide food to females and offspring during the pup rearing phase. Both males and females are responsible for guarding dens. The average lifespan of the Indian foxes generally ranges between 10 and 12 years.

Vulpes bengalensis

Vulpes bengalensis is an omnivorous, opportunistic species that feeds mainly on insects, birds and their eggs, small rodents, reptiles, and fruits. Several threats exist from human interactions with their environment. They are susceptible to habitat loss and degradation, persecution, road-kills, and changes in native species dynamics due to pathogens or parasites. The Indian Wildlife Protection Act (1972 as amended up to 1991) prohibits hunting of all wildlife and lists the Bengal fox in Schedule II. 5. Jungle Cat (Felis chaus): Jungle cats, Felis chaus prefer habitats near water with dense vegetative cover but can be found in a variety of habitats including deserts, grasslands, shrubby woodlands and dry deciduous forests, as well as cleared areas in moist forests. They are commonly found in tall grass, thick brush, riverside swamps, and

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Felis chaus

Jungle cats range in size from 70 to 120 cm long and 35 to 38 cm tall. They weigh from 4 to 16 kg. Adult males are larger and heavier than adult females. Jungle cats have long, slim faces with white lines above and below their bright yellow eyes with a dark spot just below each eye near the nose. They have long rounded ears, with a distinctive tuft of hair at the tips. Jungle cats have relatively short tails, about 1/3 of their total body length, which have several dark rings along its length and a black tip. Their coat color varies from a reddish or sandy brown to tawny grey. Black jungle cats are regularly seen in southeastern Pakistan and India. Kittens may be striped and spotted; however, these markings typically fade with age and are only retained on the fore and hind limbs. The muzzle, throat, and belly of the jungle cat are a pale cream color, and their winter coat is darker and denser than their summer coat. Jungle cats live in families consisting of mother, father, and offspring while cubs are being reared. Paternal investment is limited to territorial defense while mothers provide cubs with food via nursing. Young jungle cats develop predatory skills rapidly and are able to stalk, kill, and eat their own prey by 6 months old. At 8 to 9 months old, although only half the size of a mature adult, they are independent. In captivity, jungle cats live an average of 15 years, but have been known to live up to 20 years. Lifespan in the wild ranges from 12 to 14 years. Jungle cats are solitary animals outside of mating season; however, family groups (male, female, and cubs) are not uncommon.

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Jungle cats primarily prey on animals that weigh less than 1 kg and commonly consume rodents, lizards, snakes, frogs, birds, hare, fish, insects, livestock, and even fruit during the winter. Rodents are its primary prey item, however, which provides up to 70% of its daily energy intake. Habitat destruction and persecution by humans are the main threats to jungle cats. In addition, farmers often hunt and poison jungle cats for attacking and killing poultry and are also poached for their fur. 6. Wolf (Canis lupus): The wolf, Canis lupus is a social animal. Total body length, from tip of the nose to tip of the tail, is from 1000 to 1300 mm in males, and 870 to 1170 mm in females. Tail length ranges between 350 to 520 mm. Males can weigh from 30 to 80 kg, with an average of 55 kg, females can weigh from 23 to 55 kg, with an average of 45 kg. Height (measured from base of paws to shoulder) generally ranges from 60 to 90 cm. Distance between the canines is around 4 cm. The wolves may live upto thirteen years in the wild, though average lifespan is 5 to 6 years. As adults they usually die from old age or from injuries received while hunting or fighting with other wolves. In captivity they may live to be fifteen years of age.

Canis lupus

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The wolves are highly social, pack-living animals. Each pack comprises two to thirty-six individuals, depending upon habitat and abundance of prey. Most packs are made up of 5 to 9 individuals. Packs are typically composed of an alpha pair and their offspring, including young of previous years. Unrelated immigrants may also become members of packs. Wolves play an important role in the ecosystem by controlling natural prey populations and removing weak individuals. However, due to habitat destruction, environmental change, persecution by humans, and other barriers to population growth, the wolf populations are now found only in a few areas. 7. Jackal (Canis aureus): The jackal, Canis aureus is wolf – like canid, native to Southeast Europe, Southwest Asia, South Asia and regions of Southeast Asia. The body length of the golden jackal is 70 to 85 cm., with a tail length of about 25 cm. Its standing height is approximately 40 cm. The fur is generally coarse and not very long. Its coat is usually yellow to pale gold and brown-tipped, but the color can vary with season and region.

Canis aureus Both male and female members of a golden jackal pair have important roles in maintaining their territory and in raising the young. When one parent dies, it is unlikely that the rest of the family will survive.

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However, most jackal families have helpers. These helper associations are probably responsible for reports of large packs hunting together. Within the family, helpers are subordinate to parents. Golden jackals consume 54% animal food and 46% plant food. They are opportunistic foragers with a very varied diet, which consists of young deers, rodents, hares, ground birds and their eggs, reptiles, frogs, fish, insects and fruit. 8. Spotted Deer (Axis axis): The Cheetal, also known as spotted deer or axis deer, Axis axis, is a species of deer native to the Indian subcontinent. The Axis deer stands 0.6 to 1 m tall at the shoulder and has a body length of about 1.5 m. The body color is reddish with white on the belly, inner legs, and underneath their short tail. The males tend to be darker and to have black facial markings. They also have antlers composed of three tines which can reach lengths of almost a meter. Characteristic white spots occur in both sexes and run longitudinally in rows throughout the duration of the animal's life. A dark dorsal stripe runs the length of the animal's back. Axis deer occur in several different kinds of herds depending on their age and sex. Matriarchal herds are common and composed of adult females and their young from the present and previous year.

Axis axis

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The main foods utilized by these deer are grasses as well as flowers and fruits which fall from the forest trees. They will occasionally browse when it is necessary. During the monsoon season, grass and sedge species in a Sal forest are an important food source. Another source of nutrition may come from mushrooms which are high in proteins and nutrients and are also found in Sal forests. 9. Rhesus Macaque (Macaca mulatta): The rhesus macaque (Macaca mulatta) is one of the best-known species of Old World monkeys. It is listed as Least Concern in the IUCN Red List of Threatened Species in view of its wide distribution, presumed large population, and its tolerance of a broad range of habitats. Native to South, Central, and Southeast Asia, rhesus macaque troops inhabit a great variety of habitats, from grasslands to arid and forested areas, but also close to human settlements. These small monkeys have grizzled-brown fur dorsally, with the fur on the ventrum being slightly lighter in color. The hair is short on the head. The face and buttocks of adults are red. Length varies in this species, ranging between 45 and 64 cm. The tail adds an additional 19 to 32 cm to the total length. Males are somewhat heavier than females, weighing between 6.5 and 12 kg. Females weigh a mere 5.5 kg on average. Rhesus monkeys are highly active and very loud. They enjoy being in water and are good swimmers. They live in groups of up to two hundred individuals. Although rhesus monkeys live in groups, they are not territorial. Each group of individuals usually has its own sleeping space, but the territories of neighboring groups may overlap considerably. The dietary habits of rhesus monkeys can vary greatly depending upon where they live. Macaca mulatta is omnivorous, and often eat roots, herbs, fruits, insects, crops, and small animals. In India, rhesus monkeys do significant damage to crops and gardens in many areas. Because they are viewed as sacred animals by Hindus, often little is done to stop them from stealing crops.

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Macaca mulatta

As is true of most nonhuman primates, there is a high risk that they could carry diseases which affect humans. IUCN considers this species Lower risk/ near threatened. 10. Indian Hare (Lepus nigricollis): The Indian hare (Lepus nigricollis), also known as the black-naped hare, is a common species of hare found in the Indian Subcontinent and in Java. Lepus nigricollis are also called black-naped hares due to the patch of black fur that runs along the nape of the neck. The top of the tail is also black and the back and face are brown with black hairs scattered throughout. The under parts are white. Total length ranges from 40 to 70 cm and weight ranges from 1.35 to 7 kg. Like all hares, they have long ears and large hind feet which are well furred. There is some evidence that hares that have been introduced to islands are smaller than those in mainland India. Regardless of location, female L. nigricollis tend to be larger than males. Longevity in L. nigricollis is unknown but other hare species tend to live 5 years in the wild and up to 7 years in captivity.

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Lepus nigricollis Lepus nigricollis is herbivorous, though the type of vegetations it eats varies. Many of the areas these animals inhabit have wet and dry seasons and these play a large role in food availability. During the wet season, short grasses are abundant and they are the preferred food. During the dry season, when short grasses are scarce, more flowering plants are consumed. They also eat crops and germinating seeds. Like all hares, L. nigricollis practices coprophagy. Lepus nigricollis can destroy crops and young trees if other food sources are scarce. This can be especially devastating on islands to which they have been introduced. They also tend to be plentiful and can be a nuisance in areas where people are found. 11. The Sloth Bear (Melursus ursinus): The sloth bear (Melursus ursinus), also known as the labiated bear or Stickney Bear, is an insectivorous bear species native to the Indian subcontinent. They feed on termites, honeybee colonies and fruits. Sloth bears sometimes attack humans who encroach on their territories. Historically, humans have drastically reduced their habitat and diminished their population by hunting them for food and products such as their bacula and claws. These bears have been used

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Female Melursus ursinus with her cub

The size of the sloth bear, at shoulder typically 65 to 85 cm, head-body length varies from 140 to 190 cm. The body weight of a males ranges from 80 to 150 kg and that of females 550 to 100 kg. In the wild around 20 to 25 years of lifespan has been seen. Sloth bears are stocky with long, shaggy, black hair and a white “U” or “Y” shaped chest marking. They have large lips, a long tongue, a pale muzzle and well- developed hook-like claws that enable them to climb trees and dig for termites. Mostly nocturnal the bears are omnivorous with termites and ants the main constituents of their diet. The bears use their claws to open the insect’s mounds and nests, sucking them up through a gap in their front teeth. They are also very fond of honey, hence their alternative name of “honey bear”. 12. The Indian Pangolin (Manis crassicaudata): The Indian pangolin, thick-tailed pangolin, or scaly anteater (Manis crassicaudata) is a pangolin found in the plains and hills of India. Like other pangolins, it has large, overlapping scales on its body which act as armour. It can also curl itself into a ball as self-defence against predators such as the tiger.

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Manis crassicaudata

Head and body length of Manis crassicaudata can range from 45-75cm, and the tail can be 33-45cm. Males are generally larger than females. The head is small and triangular in shape and the body is slender and long. Manis crassicaudata is covered with about 15-18 rows of tough scales along the dorsal side of its head and body, and about 14-16 rows of scales on its tail. These scales are yellow-brown or yellow-gray in color and made of fused hair. The tough surface protects them from predators, prey, parasites, cold weather, and sharp rocks when they burrow. The scales make up 1/4 to 1/3 of it's body mass. They possess 5 powerful claws on each limb, 3 of which are adapted for digging burrows or locating their prey's nests. They have no teeth. Their tongue, which is 23-25.5cm long, is their main tool for capturing food. It has muscular attachments extending all the way to the pelvis. Manis crassicaudata are nocturnal, spending most of the day in their burrows or among rocks. They are more active at night when they leave their burrow in search of food. Manis crassicaudata live alone most of the time, with the exception of the mating season. During the breeding season both pangolins are found in the same burrow. Manis crassicaudata has a myrmecophagous diet. They mainly eat termites, ants and their eggs, although one Indian pangolin's stomach was reportedly filled with beetle wing sheaths, cockroaches, and skins of worms.

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13. Scarlet Minivet (Pericrocotus speciosus):

Pericrocotus speciosus male Pericrocotus speciosus female

The Scarlet Minivet (Pericrocotus speciosus) is 20-22 cm long with a strong dark beak and long wings. Males and females can easily be distinguished, as t the male is scarlet to orange with black upper parts, the females are usually yellow with greyish olive upper parts. The male has black upperparts and head. The plumage below is scarlet red, as are the edges of the tail, the rump and wing patches. The shape and color of the wing patches and the shade or orange in the male varies across subspecies. The female is grey above and her face and the plumage below is yellow, as are the tail edges, her rump and wing patches. 14. The Indian Golden Oriole (Oriolus oriolus): The Indian golden oriole has yellow in the tail and has a paler shade of red in the iris and bill. The male has the black eye stripe extending behind the eye, a large carpal patch on the wing and wide yellow tips to the secondaries and tertiaries. The streaks on the underside of females are sharper than in the females

Site Specific Wildlife Conservation Plan Page 66 of Ch - I 93 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ranchi, Jharkhand Lohardaga, Jharkhand. of the Eurasian golden oriole. Size 24–25 cm and weighs around 60–95 g. Male has head, upperparts and entire underparts rich golden-yellow, black of lores extending as narrow black streak around and behind eye.

Oriolus oriolus They feed on insects and fruit, using their bills to pick insects out of crevices. 15. The Black-Rumped Flameback Woodpecker (Dinopium benghalense): The black-rumped flameback is a large species at 26–29 cm in length. It has a typical woodpecker shape, and the golden yellow wing coverts are distinctive. The rump is black and not red as in the greater flameback. The underparts are white with dark chevron markings. The black throat finely marked with white immediately separates it from other golden backed woodpeckers in the Indian region. The head is whitish with a black nape and throat, and there is a greyish eye patch. Unlike the greater flameback it has no dark moustachial stripes. The adult male has a red crown and crest. Females have a black forecrown spotted with white, with red only on the rear crest. Young birds are like the female, but duller.

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Dinopium benghalense

Like other woodpeckers, this species has a straight pointed bill, a stiff tail to provide support against tree trunks, and zygodactyl feet, with two toes pointing forward, and two backward. The long tongue can be darted forward to capture insects.

16. The Indian Python (Python molurus): Python molurus is a large nonvenomous python species found in many tropic and subtropic areas of the Indian Subcontinent and Southeast Asia. It is known by the common names Indian python, black-tailed python and Indian rock python. The species is limited to Southern Asia. Indian pythons are divided into two recognized subspecies, which can be distinguished by physical characteristics. Burmese pythons, P. molurus bivitatus, can grow to lengths of about 7.6 m (25 ft), and can weigh as much as 137 kg (300 lbs.). An Indian python, P. molurus molurus, stays smaller, reaching a maximum of about 6.4 m (21 ft) in length, and weighing as much as 91 kg (200 lbs.). The hides of both subspecies are marked with a rectangular mosaic type pattern that runs the full length of the animal. P. molurus bivitatus is more darkly colored, with shades of brown and dark cream rectangles that lay over a black background.

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This subspecies is also characterized by an arrow-shaped marking present on the top of the head, which begins the pattern. P. molurus molurus has similar markings with light brown and tan rectangles placed over a typically cream background. P. molurus molurus only has a partial arrow-shaped marking on the top of the head. Each scale of P. molurus molurus is a single color.

Python molurus

Indian pythons are dimorphic with females of both subspecies being longer and heavier than males. Males have larger cloacal spurs, or vestigial limbs, than do females. The cloacal spurs are two projections, one on either side of the anal vent, that are thought to be extensions of posterior limbs. Indian pythons are found in a variety of habitats including rainforests, river valleys, woodlands, scrublands, grassy marshes, and semi rocky foothills. They are usually found in habitats with areas that can provide sufficient cover. This species is never found very far from water sources, and seems to prefer very damp terrain. Python molurus is carnivorous. Its diet consists mostly of live prey. Its staples are rodents and other mammals. A small portion of its diet consists of birds, amphibians, and reptiles. When looking for food P. molurus will either stalk prey, ambush, or scavenge for carrion. These snakes have very poor eyesight. To compensate for this, the species has a highly developed sense of smell, and heat pits within each scale along the upper lip, which sense the warmth of nearby prey.

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Indian pythons kill prey by biting and constricting until the prey suffocates. Prey items are then swallowed whole. 17. The Indian chameleon (Chamaeleo zeylanicus): The Indian chameleon (Chamaeleo zeylanicus) is a species of chameleon found in Sri Lanka, India, and other parts of South Asia. Like other chameleons, this species has a long tongue, feet that are shaped into bifid claspers, a prehensile tail, independent eye movement, and the ability to change skin colour. They move slowly with a bobbing or swaying movement and are usually arboreal. Strangely, they do not choose the background colour and may not even be able to perceive colour differences. They are usually in shades of green or brown or with bands. They can change colour rapidly and the primary purpose of colour change is for communication with other chameleons and for controlling body temperature by changing to dark colours to absorb heat.

Chamaeleo zeylanicus

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18. The Indian Cobra (Naja naja):

The Indian cobra (Naja naja) also known as the spectacled cobra, Asian cobra, or binocellate cobra is a species of the genus Naja found in the Indian subcontinent (India, Pakistan, Bangladesh, Sri Lanka, Nepal, Bhutan) and a member of the "big four" species that inflict the most snakebites on humans in India. This snake is revered in Indian mythology and culture, and is often seen with snake charmers. It is now protected in India under the Indian Wildlife Protection Act (1972). The Indian Cobra's most known characteristic features are the wide black band on the underside of the neck, and the hood marking design which shows half-rings on either side of the hood. It is a smooth-scaled snake with black eyes, a wide neck and head, and a medium-sized body. Its colouring varies from black, to dark brown, to a creamy white. The body is usually covered with a spectacled white or yellow pattern, which sometimes forms ragged bands. The Indian cobra may grow from 1.8m to 2.2m.

Naja naja

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When threatened, the Indian Cobra will assume its characteristic posture. It will raise the front one-third of its body and elongate its long, flexible neck ribs and loose skin to form its distinctive hood, on which are resembled eyes. The Indian cobra feeds on rodents, lizards and frogs. It bites quickly, and then waits while its venom damages the nervous system of the prey, paralyzing and often killing it. Like all snakes, N. naja swallows its prey whole. This species sometimes enters buildings in search of rodent prey. The Indian Cobra eats rats and mice that carry disease and eat human food. Also, cobra venom is a potential source of medicines, including anti-cancer drugs and pain-killers. 19. Russel’s Viper (Daboia russelii):

Daboia russelli is commonly known as Russell's viper and chain viper, among other names. Russell's viper (Daboia russelii) is a species of venomous snake in the family Viperidae. Daboia is a monotypic genus of venomous Old World vipers. The single member species, D. russelii, is found in Asia throughout the Indian subcontinent, much of Southeast Asia, southern China and Taiwan. The species was named in honor of Patrick Russell (1726–1805), a Scottish herpetologist who first described many of India's snakes, and the name of the genus is from the Hindi word meaning "that lies hid", or "the lurker". Apart from being a member of the big four snakes in India, Daboia is also one of the genera responsible for causing the most snakebite incidents and deaths among all venomous snakes on account of many factors, such as their wide distribution, generally aggressive demeanor, and frequent occurrence in highly populated areas.

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Daboia russelii

Russell's viper can grow to lengths of 1.8 meters and while sluggish most of the time, the snake will strike and hold on when objects come into effective biting range. Once the snake has bitten, it delivers up to 112 mg of venom and the effects begin. Once bitten, people experience a wide variety of symptoms including pain, swelling, vomiting, dizziness, blood incoagubility and kidney failure. . As soon as ten minutes after the bite the victim may feel pain, and death can occur in as little as 2.5.

This species can be identified easily by robust and stout body covered with keeled scales. In three rows eye or almond like spots found in whole dorsal body. This character helps people to differentiate between Russell's Viper and non- venomous Indian Rock Python which is found in the same range. It can be easily identified by checking oval shaped hollow or solid spots in three rows in dorsal body and highly keeled non-shiny scales. Dorsal side of the body is stout, robust and covered with highly keeled pointed and dry looking scales; light or dark grayish-brown, reddish, orange or entirely grey occasionally. Colour and patterns become faint in adults or sometimes adults found to be completely pattern less. Continuous or discontinuous eye or almond like hollow or solid spots of dark brown or blackish colour present in three longitudinal rows along the body; starts from head and generally become faint or absent on tail side. Side spots smaller

Site Specific Wildlife Conservation Plan Page 73 of Ch - I 100 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ranchi, Jharkhand Lohardaga, Jharkhand. and more rounded than spots present on the top and generally discontinuous. Belly white or light yellow with deep dark brown or blackish semi lunar spots on the edge of most of ventral scales. Underside of tail usually darker (brown or deep yellow) than ventral scales with paired subcaudals. Head triangular, pointed with small keeled scales; clearly broader than neck. Two triangular shaped spots of rounded edge present on the top. Upper lip pinkish white mostly. Supra nasal crescentic with large nostril. Moderate eyes have vertically elliptical pupil. Two very long fangs present in front side of mouth from birth. Rather small tail with pointed tip and covered with typical keeled scales; usually without patterns. Russell's Viper is a nocturnal species which choose nights for foraging and other life activities. Feeds chiefly on rodents and small mammals; also feeds on birds, lizards, frogs. 20. Banded Krait (Bungarus fasciatus):

The banded krait (Bungarus fasciatus) is a species of elapid snake found on the Indian Subcontinent and in Southeast Asia. The scientific name of the genus is derived from the Telugu word bangarum meaning "gold", referring to the yellow rings around its body. It is one of the largest kraits, with a maximum length up to 2.1 m (6 ft 11 in). The banded krait is easily identified by its alternate black and yellow crossbands, its triangular body cross section, and the marked vertebral ridge consisting of enlarged vertebral shields along its body. The head is broad and depressed. The eyes are black. It has arrowhead-like yellow markings on its otherwise black head and has yellow lips, lores, chin, and throat. The longest banded krait measured was 2.25 m (7 ft 5 in) long, but normally the length encountered is 1.8 m (5 ft 11 in). The snake has an entire anal plate and single subcaudals. The tail is small, about one-tenth the length of the snake.

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Bungarus fasciatus

The banded krait feeds mainly on other snakes, but is also known to eat fish, frogs, skinks, and snake eggs.

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A BRIEF DESCRIPTION OF SOME IMPORTANT TREE SPECIES 1. Sal (Shorea robusta): Sal is moderate to slow growing deciduous tree, which can attain a height upto 30-35m, with a trunk diameter of up to 2-2.5 m. The bark of the young tree is smooth with a few long deep and vertical furrows. The leaves are ovate-oblong, 10-25 cm long and 5-15 cm broad. The Sal flowers, whitish in colour, appear in early summer during March - April. These are borne in raceme-like panicles in leaf axils, covered with white pubescence. Sal is one of the most important sources of hardwood timber in India, with hard, coarse-grained wood that is light in colour when freshly cut, and becoming dark brown with exposure. The wood is resinous and durable, and is sought after for construction, although not well suited to panelling and polishing.

Flowers of Shorea robusta Fruits of Shorea robusta

Tree yields an oleoresin called “Sal Dammar” or “Bengal Dammar” (Dhup, Guggal, Laldhuna Ral) used as incense and also employed in paints and varnishes, and for caulking boats. It is also employed for hardening softer waxes for use in shoe-polishes, and for carbon papers and ribbons. An essential oil obtained from Sal resin called “Chua oil” is used as a fixative. Cake can be used as a feed for cattle and poultry.

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Leaves and a part tree trunk of Shorea robusta

Traditionally Sal leaves are widely used for making leaf plates and cups. Seeds yield fatty oil called “Sal Butter”, used locally for cooking and lighting purposes. Seeds are boiled into porridge with flowers of Madhuca longifolia (Mahua) and fruits of Vigna unguiculata (Cow pea). In Southern India, seeds are ground into coarse flour, and used in preparation of bread. Medicinally the Chua oil is employed for ear troubles and cutaneous diseases. The plant regenerates naturally through seed and stem cutting. Direct sowing is the cheapest and best method of artificial propagation. Seeds germinate soon after falling off the tree if moisture conditions are favourable. The germination percentage of fresh seeds is 90 – 100%, but their viability falls to zero after just a few weeks. Tribals in Jharkhand celebrate ‘Sarhul’, a festival marking the beginning of New Year, by worshiping Sal trees. This annual festival is celebrated during the spring season when trees get flowers on their new branches and other elements of nature are worshiped. Sarhul literally means ‘Worship of Sal’. Sarhul festival is dedicated to Dharti mata the Mother Earth. The Mother Nature is worshiped during the festival. Sarhul is celebrated for several days during which the main traditional dance Sarhul dance is performed.

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2. Palas (Butea monosperma): Palas the State tree of Jharkhand, commonly known as “Flame of the Forest” is a medium sized tree, growing from 20 to 40 feet high, and the trunk is usually crooked and twisted with irregular branches and rough, grey bark. The leaves are pinnate, with an 8-16 cm petiole and three leaflets, each leaflet 10-20 cm long. The hindi phrase ढाक के तीन पात ("Dhaak ke teen paat") comes from the prominent three leaflets of this tree. It is seen in all its ugliness in December and January when most of the leaves fall, but in the month of March it truly becomes a tree of flame, a riot of orange and vermilion flowers covering the entire crown. These flowers, which are scentless, are massed along the ends of the stalks--dark velvety green like the cup-shaped calices and the brilliance of the stiff, bright flowers is shown off to perfection by this deep, contrasting colour. Each flower consists of five petals comprising one standard, two smaller wings and a much curved beak-shaped keel. It is this keel which gives it the name of Parrot Tree. In olden days, the flowers of Tesu were used to make colour for the festival of Holi. A postal stamp was issued by the Indian Postal Department to commemorate this flower.

In India, palash’s dried flowers are soaked into the water for whole night and saffron colored water is used in bathing of small children to provide them protection against different skin problem that occurred into the summer. Dried leaves of Flame of the Forest tree are useful to make disposable dishes and bowl in India. Wood of Butea is so strong and used to make houses by the forest people. Besides it’s different uses, it is one of the great medicinal plants with tremendous curing power. You can use its flowers, roots, gum and bark in different forms to cure major disease such as diabetes, liver problems, eye infections, skin infection, sexual problem, as an antidote etc.

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Flowers of Butea monosperma

3. Gamhar (Gmelina arborea): Gamhar is a beautiful fast growing deciduous tree occurring naturally throughout greater part of India up to 1500 m. It is a fast growing tree, which though grows on different localities and prefers moist fertile valleys with 750- 4500 mm rainfall. It does not thrive on ill drained soils and remains stunted on dry, sandy or poor soils; drought also reduces it to a shrubby form. The tree attains moderate to large height up to 30 m with girth of 1.2 to 4.5 m with a clear bole of 9-15 m. It is a treat to see the gamhar tree standing straight with clear bole having branches on top and thick foliage forming a conical crown on the top of the tall stem. Bark light grey coloured exfoliating in light coloured patches when old, blaze thick, a chlorophyll layer just under the outer bark, pale yellow white inside. Flowering takes place during February to April when the tree is more or less leafless whereas fruiting starts from May onwards up to June. Flowers occur in narrow branching clusters at the end of branches. The yellow

Site Specific Wildlife Conservation Plan Page 79 of Ch - I 106 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. flower, tinged with brown, is trumpet shaped, 3-4 cm long. The trumpets flare open into a gaping mouth with 5 distinct lobes.

Flowers and fruits of Gmelina arborea

As timber wood when it is cut, the wood is yellowish to reddish-white, turning light russet or yellowish-brown with a density of 400-560 kg/cubic m. The wood seasons well without degrading, but it is slow to dry both in the open and in a kiln. In Jharkhand, it is regarded as a valuable general-purpose wood because of its dimensional stability. The natural durability of the wood is about 15 years. Uses include the manufacture of furniture, plywood core stock, mine props, matches and timber for light construction. Medicinally the root and bark of Gmelina arborea are stomachic, galactagogue laxative and anthelmintic; improve appetite, useful in hallucination, piles, abdominal pains, burning sensations, fevers, ‘tridosha’ and urinary discharge. Leaf paste is applied to relieve headache and juice is used as wash for ulcers. Flowers are sweet, cooling, bitter, acrid and astringent. They are useful in leprosy and blood diseases. In Ayurveda it has been observed that Gamhar fruit is acrid, sour, bitter, sweet, cooling, diuretic tonic, aphrodisiac, alternative astringent to the bowels, promote growth of hairs, useful in ‘vata’, thirst, anaemia, leprosy, ulcers and vaginal discharge. The plant is recommended in combination with other drugs for the treatment of snake – bite and scorpion- sting. In snake – bite a decoction of the root and bark is given internally.

Site Specific Wildlife Conservation Plan Page 80 of Ch - I 107 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. 4. Asan (Terminalia tomentosa): Asan is a tree growing to 30 m tall, with a trunk diameter of 1 m. The fruit is ovoid, 3 cm long, with five wings not extending beyond the fruit apex. The bark is fire-resistant. The wood is coarse, fairly straight grained, dull to somewhat lustrous and without any smell or taste. The heartwood varies from light brown with few markings to dark brown or brownish black and figured with darker streaks. The sapwood is reddish white and sharply differentiated. The heartwood is moderately durable and the sapwood is liable to powder-post beetle attack. The wood is used for furniture, cabinetwork, joinery, panelling, specialty items, boat-building, railroad cross-ties and decorative veneers.

Flowers of Terminalia tomentosa Fruits of Terminalia tomentosa

Bark of Terminalia tomentosa

Medicinally the bark is used as an astringent and in the form of decoction is useful internally in atonic diarrhoea. Local application of bark is useful to indolent

Site Specific Wildlife Conservation Plan Page 81 of Ch - I 108 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. ulcers. The dose of the decoction (two ounces of the bruised bark to a pint of water) is two ounces thrice daily - Pharm. of India.

Economically the timber is valuable and is much used for making shafts of gigs and other things where toughness of fibre is required. The bark yields a black dye. It yields a gum used as an incense and cosmetic. 5. Karam (Adina cordifolia): Karam is a deciduous tree that can grow well over 20 metres high. Oppositely arranged leaves are broadly oval in shape, heart-shaped at the base and pointed at the tip. The flowers may be insignificant individually but are very pretty when they bloom together in balls with a circumference of 2 to 3 cm. They are usually yellow in colour often tinged with a shade of pink. Karam is at its blossoming best during rainy season. The bark of the tree acts as an antiseptic. The tree is harvested from the wild for its useful timber, which is usually only traded locally because it is only available in small quantities.

Flowers of Adina cordifolia

The bark is antiseptic and febrifuge and the juice of the plant is applied externally to kill worms in sores (as reported in the Glossary of Indian Medicinal Plants). An infusion of the roots is used in the treatment of diarrhoea and dysentery (as reported in the Digital Compendium of Forestry Species of Cambodia). Some other medicinal uses had also been reported like; the paste prepared from the leaves and bark is applied over the wounds for the treatment. The decoction prepared from the bark of Adina cordifolia is given in a dose of 40-

Site Specific Wildlife Conservation Plan Page 82 of Ch - I 109 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. 50 ml to treat skin diseases and fever. The paste prepared from the leaves is applied over the area affected with discoloration of the skin and skin diseases. The decoction in a daily divided dose of 40-50 ml is given for about a week to improve the liver function and improve metabolism. The decoction of the heartwood is given in a dose of 30- 40 ml to restore the physical strength of person who has suffered with fever. The decoction of the bark of Adina cordifolia is given in a dose of 25-30 ml in divided dose to improve appetite and digestion. 6. Shisham (Dalbergia sissoo): Shisham is a medium to large deciduous tree, native to India, with a light crown which reproduces by seeds and suckers. It can grow up to a maximum of 25 m in height and 2 to 3 m in diameter, but is usually smaller. Trunks are often crooked when grown in the open. Leaves are leathery, alternate, pinnately compound and about 15 cm long. Flowers are whitish to pink, fragrant, nearly sessile, up to 1.5 cm long and in dense clusters 5-10 cm in length. Pods are oblong, flat, thin, strap-like 4-8 cm long, 1 cm wide, and light brown. They contain 1-5 flat bean-shaped seeds 8-10 mm long. They have a long taproot and numerous surface roots which produce suckers. It is primarily found growing along river banks below 900 m elevation, but can range naturally up to 1300 m. Shisham is best known internationally as a premier timber species of the rosewood genus. However, Shisham is also an important fuel wood, shade, and shelter. With its multiple products, tolerance of light frosts and long dry seasons, this species deserves greater consideration for tree farming, reforestation and agro forestry applications. After teak, it is the most important cultivated timber tree in India, planted on roadsides, and as a shade tree for tea plantations.

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Flowers and fruits of Dalbergia sissoo

The heartwood is golden brown to dark brown, often with deep brown streaks and distinctly demarcated from the whitish to pale brown sapwood. The wood is hard, strong and elastic; the grain is straight, sometimes interlocked, texture moderately coarse. Once dry, the wood is very stable in service. It is fairly easy to saw and work. It can be planed to a smooth surface and takes an excellent polish. Turning, screwing, polishing and gluing give good results, and the wood can be peeled or sliced to make decorative veneer and plywood. The heartwood is durable, but the sapwood is liable to damage by insects and fungi. The wood is suitable for house construction, e.g. For door and window shutters and frames, flooring and panelling, and also for cabinet making, vehicle bodies, boat building, handles, implements such as shoe lasts, turnery, carving, veneer and plywood. It is excellent for high-class bentwood furniture, walking-sticks, umbrella handles and other bentwood articles. Pulp from the wood is suitable for papermaking. It is highly valued as firewood and for charcoal production. Medicinally the decoction of leaves is used in the treatment of gonorrhoea. Wood is used for the treatment of leprosy, boils, vomiting. Bark is used for

Site Specific Wildlife Conservation Plan Page 84 of Ch - I 111 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. treating Vata disorders such as sciatica, hemiplegia. Root is used for treating diarrhea, dysentery. Heart wood is used for treating herpes, vitiligo and fever. Shimshapa Sara ksheerapaka is indicated in treating fever (Sushruta) Shisham taila - Its oil is applied externally to treat infested wounds, sinuses. Leaf juice extract is used for treating secondary amenorrhea. 7. Khair (Acacia catechu): Khair tree is a small tree, growing 3-15 m high. The stem is dark brown to black, with rough bark which peels off in long strips in mature trees; young trees have corky bark. The fern-like leaves are 100-200 mm long and contain between 8 and 30 pairs of small leaves made up of numerous, oblong pairs of secondary leaflets 2-6 mm long. Glands occur on the stem below the first pair of leaves, and between the uppermost six pairs of leaves. Pairs of stout thorns up to 10 mm long are found at the base of each leaf. The flowers are white or pale yellow, about 3 mm long and bunched tightly together to form a cylindrical flower spike, 35-75 mm long, resembling a lamb's tail. The brown, beaked seed pods are 50-125 mm long on a short stalk and contain between four and seven seeds, which are dark brown, flat and 5-8 mm in diameter. The taproot branches to 2 m depth.

The seeds of khair tree are a good source of protein. Kattha (catechu), an extract of its heartwood, is used as an ingredient to give red color and typical flavour to paan. Paan is an Indian and Southeast Asian tradition of chewing betel leaf (Piper betle) with areca nut and slaked lime paste.

Branches of the tree are quite often cut for goat fodder and are sometimes fed to cattle.

Flowers of Accacia catechu Accacia catechu trunks

Site Specific Wildlife Conservation Plan Page 85 of Ch - I 112 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. Medicinally the heart wood and bark of the tree are used in traditional medicine. A wood extract called catechu is used in traditional medicine for sore throats and diarrhea. The concentrated aqueous extract, known as khayer gum or cutch, is astringent. It is used in Ayurvedic medicine. In ayurveda, it is used for rasayana (rejuvenation treatments). It is also used for its actions like anti- dyslipidemic, anthelminthic, anti-inflammatory, anti-diuretic, anti-pruritic, coolant, taste promoting, enhancing digestion and curing skin disorders. It is also used as a teeth cleaning twig, with some sources naming it "the original" such twig.

The tree is often planted for use as firewood and charcoal and its wood is highly valued for furniture and tools.

8. Siris (Albizia lebbeck):

Siris is medium to large tree with gray-brown bark; leaves bipinnate, the primary leaflets subopposite, 2-4 pairs; ultimate leaflets opposite, 6-8 pairs, oblong, slightly asymmetric, blunt, 2.5-4.5 cm long. Sweet fragrant flowers mimosa-like, in showy, rounded clusters near stem tips, 5-6 cm (2-2.5 in) across, cream or yellowish-white, each flower with numerous long stamens. Fruit a flat, linear pod, to 30 cm (1 ft) long, with many seeds; dried pods persistent after leaf- fall, often heard rattling in the wind.

Its uses include environmental management, forage, medicine and wood. It is often cultivated as a shade tree. In India and Pakistan, the tree is used to produce timber.

Siris is an astringent, also used by some cultures to treat boils, cough, to treat the eye, flu, gingivitis, lung problems, pectoral problems, is used as a tonic, and is used to treat abdominal tumors. The bark is used medicinally to treat inflammation.

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Flowers of Albizia lebbeck Fruits of Albizia lebbeck

Tree of Albizia lebbeck

9. Bija (Pterocarpus marsupium): Bija is a deciduous tree, up to 30 m tall, bark 10-15 mm, surface grey or greyish-black, rough, deeply vertically cracked, exfoliations small, irregular, fibrous; blaze pink; exudation blood-red. Leaves are compound, alternate; stipules small, lateral, falling off; axis 6.5-11.1 cm long, slender, hairless. Leaflets are 5-7, alternate, estipulate; leaflet-stalk 6-10 mm, slender, hairless; blade 3.5- 12.5 x 2-7 cm, elliptic-oblong, oblong-ovate or oblong, base blunt or pointed, tip blunt and notched, margin entire, hairless, leathery; lateral nerves 9-20 pairs, parallel, prominent. Flowers are bisexual, yellow, at branch-ends and in leaf-axils,

Site Specific Wildlife Conservation Plan Page 87 of Ch - I 114 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. borne in panicles; 1.0-1.2 cm long; bracts small, dioecious; bracteoles 2, falling off; sepal tube bell-shaped, sepals short, the upper 2 often fused; flowers are protruding; petals 5, all long-clawed, crisped along the margins; standard round, wings oblique, obovate; keel petals oblique, small, slightly fused; stamens 10. Fruit is a pod, 2.5-5 cm across, round-kidney-shaped, broadly winged; seed one, somewhat kidney-shaped.

Fruits of Pterocarpus marsupium

The tree yields a red gum known as 'kino'. It is obtained from wounds made in the bark - the red liquid which exudes copiously from the wound quickly hardens upon exposure to the air. The gum, which contains 75% kinotannic acid, has medicinal uses and is also used as a source of tannins and for dyeing. The heartwood, which is saturated with the gum, may be used to give a yellow dye. The heartwood is yellowish brown with darker streaks. The wood is strong, tough, very hard, durable, fine-grained, takes a fine polish and seasons well. It is used for door and window frames, posts, agricultural implements, boat building, carts, railway carriages, railway ties etc. 10. Karanj (Pongamia pinnata): A fast-growing deciduous tree up to 20 metres tall that is thought to have originated in India and is found throughout Asia. It is a deciduous tree that grows to about 15-25 meters in height with a large canopy that spreads equally wide.

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Flowers of Pongamia pinnata Flowers of Pongamia pinnata

Seeds inside the seed pods

Site Specific Wildlife Conservation Plan Page 89 of Ch - I 116 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. The leaves are a soft, shiny burgundy in early summer and mature to a glossy, deep green as the season progresses. Small clusters of white, purple, and pink flowers blossoms during March – April, maturing into brown seed pods. The tree is well suited to intense heat and sunlight and its dense network of lateral roots and its thick, long taproot make it drought tolerant. Karanj tree is often used as a source of fuel wood. This plant wood is actually average to rough textured. But, it's not long-lasting, is usually prone to bug strike, and has a tendency to separate if sown. Hence this wood isn't regarded as an excellent wood. This tree wood is mainly used in drawer creation, trolley wheels, farming tools and combs etc. A solid yellow-orange to brownish oil is generally taken out from seeds. Total productions 25% volume level is achievable by using a mechanized expeller. But, in case of village crushers normal production is 20%. This oil carries a sour flavour and a distressing smell; hence it's not viewed as edible. This oil is widely used as a lube, pesticide, as well as in making soap, water- paint binder and leather businesses. This oil may have significance in human medicines for treating rheumatism, and human as well as animal skin ailments. It's useful in improving glow of your skin troubled by scabies or even leucoderma. The Pongamia oil is furthermore used in place of diesel. The oil- cakes are used as manure in the field. 11. Mahua (Madhuca latifolia): Mahua (Madhuca latifolia) is a medium-sized deciduous tree, which grows to a height of 16-20 m. It has a short, stout trunk, 80 cm in diameter. The crown is rounded with multiple branches. The bark is grey, vertically cracked and wrinkled, exfoliating in thin scales. The leaves are alternate and clustered at the end of branchlets. The leaf blade is simple, 10-25 cm long x 6- 12 cm broad, oblong-shaped, rigid, thick and firm, woolly at the lower face and exuding a milky sap when broken. Young leaves are pinkish or reddish-brown. Flowers are borne on green or pink, furry bunches, each bunch consisting of 12 fragrant cream-coloured flowers. The flowers live for only one night and then fall to the ground. Pollinated flowers develop into a fleshy, greenish ovoid fruit containing 1-4 shiny, oily brown seeds. The seeds are 3-5 cm long, elliptical and flattened on one side. Medicinally the tree is very valuable. The bark is used to cure leprosy and to heal wounds; the flowers are prepared to relieve coughs, biliousness and heart-trouble while the fruit is given in cases of consumption and blood diseases.

Site Specific Wildlife Conservation Plan Page 90 of Ch - I 117 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. The sweet, fleshy corolla is eaten fresh or dried, powdered and cooked with flour or fermented to make alcohol. The fruit contains valuable oil, which is sometimes used for cooking by the locals. The outer fruit coat is eaten as a vegetable and the fleshy cotyledons are dried and ground into a meal. Ripe fruits are used for fermenting liquor.

Fruits of Madhuca latifolia Flowers of Madhuca latifolia

Tree trunk showing barks of Dried Mahua flowers for sale Madhuca latifolia

Leaves, flowers and fruits are lopped for goats and sheep. Seed cake is also fed to cattle. The heartwood is reddish brown, strong, hard and durable; very heavy (929 kg/cu. m), takes a fine finish. It is used for house construction, naves and felloes of cartwheels, door and window frames. Oil from the fruit kernels principally consists of palmitic and stearic acids and is mainly used for soap and candle making. Mahua oil is used to treat seeds against pest infestation.

Site Specific Wildlife Conservation Plan Page 91 of Ch - I 118 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. 12. Kachnar (Bauhinia variegata): The Kachnar (Bauhinia variegata) tree grows 20-40 ft tall and 10-20 ft wide with a spreading crown of briefly deciduous leaves which are 4-6 in across and rounded with lobed ends and heart shaped bases. The leaves are shaped a little like a cow's hoof. The flowers are reminiscent of showy orchids, with five irregular, usually slightly overlapping petals in shades of magenta, lavender, purplish blue or even white. The flowers often make their first appearance in late winter while the tree is bare of leaves. The blooming period then lasts until early summer. The flowers are 3-5 in across and carried in clusters at the branch tips. A postal stamp was issued by the Indian Postal Department to commemorate this tree. The showy fragrant, pink, purple or white flowers make the tree attractive for an ornamental and for avenue plantings.

Bauhinia variegata

The leaves, flowers and flower buds are eaten as vegetables. The leaves make good fodder and are greedily eaten by sheep, goats and cattle. It blooms in early winter and spring in India. The wood is brown and moderately hard and used for agricultural implements. The tree yields a gum. The bark produces tannins, used in various shades of brown. The bark decoction is used for diarrhoea control, as an astringent alternative and for treating scrofula, skin diseases and ulcers. 13. Koinar (Bauhinia purpurea): The Purple Orchid Tree (Bauhinia purpurea) or koinar is an exotic tropical tree that blooms over a long period of time. The beautiful & fragrant, classic, Orchid-like flowers of Bauhinia purpurea makes this small tree, native to India, a favourite of many plant lovers. In fall, before the leaves drop,

Site Specific Wildlife Conservation Plan Page 92 of Ch - I 119 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. Orchid-Tree is festooned with many showy and delightfully fragrant, five-inch- wide blossoms, the narrow purple, pink, and lavender petals arranged to closely resemble an orchid. These flowers appear on the trees from September through November and are a beautiful sight to see, creating a vivid splash of colour in the autumn landscape. Curiously, the flower colour varies quite a lot. There are some trees which have white flowers with only some streaks of purple in them. The tree of Bauhinia purpurea can be easily distinguished from Bauhinia variegata in that the petals of Bauhinia purpurea tree are narrower and do not overlap. On the other hand, the petals of Bauhinia variegata are broad and overlap - it never opens fully flat. The flowers are followed by 12- inch-long, slender, brown, flat seedpods which usually persist on the tree throughout the winter. The foliage light green and deeply notched at the tip. Bauhinia purpurea can reach up to 20 feet tall and have a 25 foot crown.

Bauhinia purpurea

The young leaves and flowers of various Bauhinia species are eaten as a side dish with rice, or used to flavour meat and fish. Sometimes the seeds are edible. Leaves make good fodder and are greedily eaten by sheep, goats and cattle with protein content estimated at 12.6%. The bark of various bauhinia species contains considerable amounts of tannin widely used in leather industry in India. Medicinal uses of bark can be largely attributed to the presence of these tannins. Flavonoids are a common feature of Bauhinia. Various parts of Bauhinia species are used in poulticing to reduce swelling and bruises, and to ripen ulcerations and boils. Decoctions of various plant parts are taken internally as a febrifugal, antidiarrhoeal and antidysenteric remedy and also it is used as an astringent. In India, the bark is extensively applied in glandular diseases and as a poison antidote while the leaves are administered

Site Specific Wildlife Conservation Plan Page 93 of Ch - I 120 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. as cough medicine. The flowers are said to be laxative and used in curries and pickles.The wood is used for agricultural implements. Bauhinia purpurea is widely planted as an ornamental tree in parks, gardens and homesteads, and along avenues for its showy fragrant, purple flowers. The weak wood is susceptible to breakage in storms. 14. Amla (Emblica officinalis): Amla (Emblica officinalis) is a small to medium sized deciduous tree, reaching 8 to 18 m in height, which is known for its edible fruit of the same name. The tree has crooked trunk and spreading branches. The leaves are simple, nearly stalkless and closely set along slender branchlets. The leaves are often mistaken for leaflets of pinnate leaves. Amla flowers are small, greenish- yellow or pinkish. The flowers have six segments, but no real petals. Male and female flowers are carried separately on the same branch. The fruit is nearly spherical, light greenish yellow, quite smooth and hard on appearance, with 6 vertical stripes or furrows. Ripening in autumn, the berries are harvested by hand after climbing to upper branches bearing the fruits. The taste of Amla is sour, bitter and astringent, and is quite fibrous. In India, it is common to eat gooseberries with salt and water to make the sour fruits palatable.

Emblica officinalis

The fruits are sour, astringent, bitter, acrid, sweet, cooling, anodyne, ophthalmic, carminative, digestive, stomachic, laxative, alterant, aphrodisiac, rejuvenative, diuretic, antipyretic and tonic. They are useful in vitiated conditions of tridosha, diabetes, cough, asthma, bronchitis, cephalalgia,

Site Specific Wildlife Conservation Plan Page 94 of Ch - I 121 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. ophthalmopathy, dyspepsia, colic, flatulence, hyperacidity, peptic ulcer, erysipelas, skin diseases, leprosy, haematogenesis, inflammations, anemia, emaciation, hepatopathy, jaundice, strangury, diarrhoea, dysentery, hemorrhages, leucorrhoea, menorrhagia, cardiac disorders, intermittent fevers and greyness of hair. 15. Imli (Tamarindus indica): Tamarind or Imli is a very common large tree with a short massive trunk, ferny pinnate leaves, small yellow flowers and fat reddish brown pods. The tree can get 90 ft tall but is usually less than 50 ft. It has a short, stocky trunk, drooping branches and a domed umbrella shaped crown about as wide as the tree's height. The leaves are about 10 in long with 10-18 pairs of 1 in oblong leaflets. Tamarind drops its leaves in pronounced dry seasons; in climates without a dry season it stays evergreen. The flowers are about 1 in across, pale yellow with purple or red veins. They have five unequal lobes and borne in small drooping clusters. The velvety cinnamon brown pods are 2-6 in long, sausage shaped and constricted between the seeds. The pulp that surrounds the 8-10 seeds is both sweet and extremely sour, and girls in India love it. Tamarind is very much used in cooking in India, particularly in the south. Contrary to popular belief, Tamarind is not native to India. It originated in tropical Africa, including Sudan and parts of the Madagascar dry deciduous forests. It was introduced into India so long ago that it has often been reported as indigenous here, and it was apparently from India that it reached the Persians and the Arabs who called it "tamar hind" (Indian date, from the date- like appearance of the dried pulp), giving rise to both its common and generic name. The species name indica also gives the misleading impression that it originated in India.

Flowers of Tamarindus indica Fruits of Tamarindus indica

Site Specific Wildlife Conservation Plan Page 95 of Ch - I 122 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. Tender young dried leaf-powder of tamarind is used medicinally by the tribals of Jharkhand to cure dysentery, diarrhoea, stomach-ache etc. The fruit pulp is edible. The hard green pulp of a young fruit is considered by many to be too sour, but is often used as a component of savory dishes, as a pickling agent or as a means of making certain poisonous yams in Ghana safe for human consumption.

Tree trunk of Tamarindus indica Leaves of Tamarindus indica

The ripened fruit is considered the more palatable, as it becomes sweeter and less sour (acidic) as it matures. It is used in desserts, as a jam, blended into juices, or sweetened drinks, sorbets, ice creams and other snacks. In most parts of India, tamarind extract is used to flavor foods, in curries and traditional dishes, and tamarind sweet chutney is popular in India. Tamarind seeds are roasted eaten by the tribals of Jharkhand. Tamarind seed oil is the oil made from the kernel of tamarind seeds. Tamarind kernel powder is used as sizing material for textile and jute processing, and in the manufacture of industrial gums and adhesives. It is de-oiled to stabilize its colour and odor on storage. 16. Kusum (Schleichera oleosa): Schleichera oleosa or Kusum is a medium-sized to large, deciduous or nearly evergreen tree, up to 20mt. in height and 2.4 - 3.7 m in girth, usually with clear bole of c. 6 m, found in the sub-Himalayan tract for Kashmir to West Bengal and in central and penisular India, up to an altitude of 900m, especially in the moist localities; also recorded from the Garo hills. It is often grown for cultivation of lac, for oil, and for ornament. Bark grey or brown, reddish inside, exfoliating in small, round, irregular flakes c. 8 mm. thick; leaves paripinnate, 20 - 40 cm long; leaflets elliptic or elliptic-oblong, coriaceous, 5-25 cm x 3-

Site Specific Wildlife Conservation Plan Page 96 of Ch - I 123 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. 10cm, 2-4 pairs; flowers minute, yellowish green, either male or bisexual, in axillary racemes; berries smooth or slightly prickly, globose or ovoid, hard- skinned, 1.25 - 2.5 cm, x 1.1-1.8cm, 1-2 seeded; seeds brown, irregularly ellipsoidal, 1.0 - 1.5cm x 0.8 - 1.25cm, slightly compressed, oily , enclosed in a succulent aril which dries up on the seed.

Flowers of Schleichera oleosa Fruits of Schleichera oleosa

Tree trunk of Schleichera oleosa

Kusum is a beautiful tree with a broad, shady crown, found widespread in Tropical Himalayas (Punjab to Nepal), India, Ceylon, Burma, Thailand, Indo- China, Malaysia. This tree is mostly noticed because of its bright red leaves when they are new. In India this happens around March. The leaves are pinnate, with each leaf having 2-4 leaflets. Flowers are tiny, occuring in short dense yellow clusters. The flowers are hardly noticeable. The fruit is about the size of a small plum. Young leaves and shoots - raw, cooked in soups or steamed and served with rice. The ripe fruit is eaten raw. Unripe fruits are pickled.

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The fruit is a broadly ovoid, ellipsoid to subglobular berry 15 - 25mm x 10 - 20mm. Oil obtained from the seed, called macassar oil, is sometimes used for culinary purposes. It contains cyanogenic compounds, which may cause giddiness and should be removed if the oil is used for human consumption. Medicinally the powdered seeds are applied to wounds and ulcers of cattle to remove maggots. The bark is astringent and is used against leprotic ruptures, skin inflammations and ulcers, while an infusion is taken against malaria. The bark contains about 10% tannin and the analgesic compound lupeol. In traditional medicine, the oil obtained from the seed is applied externally to cure itching, acne and other skin afflictions. Massaging the oil into the scalp is said to promote the growth of hair lost through baldness. The pulp of the fruit is astringent and appetite inducing. Oil extracted from the seed, called 'kusum oil', is a valuable component of true Macassar oil used in hairdressing. It is also used for lighting purposes. The oil is also used in the batik industry, and in southern India, as cooling bath oil. The oil is yellowish-brown and semi-solid and consists of oleic acid (52%), arachidic acid. The heartwood is reddish to pinkish-brown; it is clearly demarcated from the sapwood. The wood is very hard, heavy and strong. It is durable in water according to some reports, but not durable according to another. It cracks very easily during seasoning which takes a high, lasting polish. An excellent wood for making pestles, cartwheels, axles, ploughs, tool handles and rollers of sugar mills and oil presses, it is also used in house construction, ship building and musical instruments. The wood is suitable as firewood and makes excellent charcoal.

17. Paisar (Pterocarpus marsupium): Indian Kino Tree or Paisar (Pterocarpus marsupium) is a deciduous tree, up to 30 m tall, bark 10-15 mm, surface grey or greyish-black, rough, deeply vertically cracked, exfoliations small, irregular, fibrous; blaze pink; exudation blood-red. Leaves are compound, alternate; stipules small, lateral, falling off; axis 6.5-11.1 cm long, slender, hairless. Leaflets are 5-7, alternate, estipulate; leaflet-stalk 6-10 mm, slender, hairless; blade 3.5-12.5 x 2-7 cm, elliptic-oblong, oblong-ovate or oblong, base blunt or pointed, tip blunt and notched, margin entire, hairless, leathery; lateral nerves 9-20 pairs, parallel, prominent.

Site Specific Wildlife Conservation Plan Page 98 of Ch - I 125 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. Flowers are bisexual, yellow, at branch-ends and in leaf-axils, borne in panicles; 1.0-1.2 cm long; bracts small, dioecious; bracteoles 2, falling off; sepal tube bell-shaped, sepals short, the upper 2 often fused; flowers are protruding; petals 5, all long-clawed, crisped along the margins; standard round, wings oblique, obovate, eard; keel petals oblique, small, slightly fused; stamens 10. Fruit is a pod, 2.5-5 cm across, round-kidney-shaped, broadly winged; seed one, somewhat kidney-shaped. Flowers during August - September.

Flowers of Pterocarpus marsupium Fruits of Pterocarpus marsupium

Red sap oozing out of the wound on the tree trunk of Pterocarpus arsupium

Medicinally the decoction of the heartwood of Paisar tree is useful in skin diseases diabetes, anaemia and excess of kapha and obesity. In obesity, a decoction of the heartwood of Paisar tree should be taken mixed with honey. 18. Bakain (Melia azedarach): The Persian lilac tree or Bakain tree (Melia azedarach) is frequently confused with Neem. However, the structure of the leaves and the colour of the flowers, white in Neem and lilac in Persian lilac, are sufficient to distinguish

Site Specific Wildlife Conservation Plan Page 99 of Ch - I 126 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. between the two. The bark is reddish brown, becoming fissured on mature trees. The deciduous leaves are bipinnate (twice feather-like) and 1-2 ft long. The individual leaflets, each about 2 in long and less than half as wide, are pointed at the tips and have toothed edges. In spring and early summer, Persian lilac produces masses of purplish, fragrant, star shaped flowers, each about 3/4 in diameter, that arch or droop in 8 in panicles. They are followed by clusters of spherical, yellow fruits about 3/4 in diameter that persist on the trees even after the leaves have fallen. All parts of Persian lilac tree are poisonous. Eating as few as 6 berries can result in death. Birds that eat too many seeds have been known to become paralyzed.

Flowers of Melia azedarach Fruits of Melia azedarach

Leaves are lopped for fodder and are highly nutritious. Fuelwood is a major use of M. azedarach. It has a calorific value is 5100 kcal/kg. M. azedarach wood (the ‘white cedar’ of commerce), which resembles mahogany, is used to manufacture agricultural implements, furniture, plywood, boxes, poles, tool handles; it is used in cabinet making and in construction because of its resistance to termites. The oil suitable for illumination has been extracted experimentally from berries. The aqueous and alcoholic extracts of leaves and seed reportedly control many insect, mite and nematode pests. However, because they contain toxic components, care is needed in their use. The fruit of M. azedarach is highly toxic to warm-blooded animals; the consumption of 6-8 fruit can cause nausea, spasms, and in children, even death. Fruit stones make ideal beads and are used in making necklaces and rosaries. A well-known ornamental grown, for example, as an avenue tree, for its scented flowers and shady, spreading crown. M. azedarach is well known for its medicinal uses. Its various parts have antihelmintic, antimalarial, cathartic, emetic and emmenagogic properties and are also used to treat skin diseases. Dried ripe fruit is used as an external

Site Specific Wildlife Conservation Plan Page 100 of Ch - I 127 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. parasiticide; some toxic components are found in the seed oil, the oral intake of which may cause severe reactions and even death. 19. Kalmegh (Andrographis paniculata):

Kalmegh is an erect annual herb extremely bitter in taste in all parts of the plant. It grows erect to a height of 1-4 ft in moist shady places with smooth leaves and white flowers with rose-purple spots on the petals. Stem dark green, 0.3 - 1.0 m in height, 2-6 mm in diameter, quadrangular with longitudinal furrows and wings on the angles of the younger parts, slightly enlarged at the nodes; leaves glabrous, up to 8.0 cm long and 2.5 cm broad, lanceolate, pinnate; flowers small, in lax spreading axillary and terminal racemes or panicles; capsules linear-oblong, acute at both ends, 1.9 cm x 0.3 cm; seeds numerous, sub quadrate, yellowish brown.

Andrographis paniculata

Since ancient times, Kalmegh is used as a wonder drug in traditional Siddha and Ayurvedic systems of medicine as well as in tribal medicine in India and some other countries for multiple clinical applications. The therapeutic value of Kalmegh is due to its mechanism of action which is perhaps by enzyme induction. The plant extracts exhibits antityphoid and antifungal activities. 20. Mahul (Bauhinia vahlii):

Mahul, a woody creeper is the largest creeper in India, and can grow up to 10-30 m long. The woody stem can get as thick as 20 cm. The spreading stout branches are covered with rusty fine hair. The stout tendrils are coiling and occur in pairs. Large leaves are 10-45 cm, 2-lobed with a broad cut. The white flowers, 2-3 cm across, turn yellow when old. The flowers are borne in rounded clusters. They have has 3 fertile stamens and 7 staminodes. Fruit is a flat woody pod with fine rusty hairs, 20-30 cm long. Maloo Creeper is found in

Site Specific Wildlife Conservation Plan Page 101 of Ch - I 128 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. the Himalayas, from Kashmir to Sikkim, up to altitudes of 1500 m. It is considered to be a formidable enemy of trees. Flowers during April to June.

Bauhinia vahlii

21. Putri (Croton oblongifolius):

Croton oblongifolius

Small tree or shrub, 2 – 12 m tall; bark grey or brownish; young shoots covered with minute orbicular silvery scales. Leaves simple, alternate, spiral, turning red before falling; 11-23 x 3.5-7.5 cm; elliptic, obovate, elliptic-obovate, elliptic-oblanceolate or oblong-lanceolate, base acute or cuneate, apex acute, margin more or less crenate or young, coriaceous; lateral nerves 8-13 pairs, pinnate, slender, prominent, intercostae reticulate, prominent; stipules lateral; petiole 15-40 mm long, stout, slightly grooved above, swollen at tip and base, silver lepidote scales present. Flowers unisexual, pale yellowish-green, solitary or fascicled in the axils of minute bracts on long erect often fascicled racemes, the males in the upper part of the raceme, the females in the lower part; male flowers: pedicels of variable length, slender; sepals 5, ovate, obtuse; petals

Site Specific Wildlife Conservation Plan Page 102 of Ch - I 129 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. elliptic-lanceolate, obtuse, woolly; stamens 12, inflexed in bud; lower half of the filaments hairy; female flowers: pedicels short, stout; sepals 5, ovate, acute, ciliate; petals 5, obovate, margin densely woolly; ovary 3-celleed, ovule 1 in each cell; styles 3, each again divided into 2 longer slender curled branches. Fruit a capsule, subglobose, depressed, slightly 3-lobed, lepidote scaly; seeds 3. Flowering and fruiting: March-June. The bark contains a number of closely related diterpenes, particularly oblongifoliol and deoxy-oblongifoliol, as well as a triterpene acid called acetyl aleuritelic acid. The root bark is a remedy for chronic enlargement of liver. Powdered root bark taken orally in chronic hepatitis and applied externally to sprains, bruises and rheumatic swellings. The root, bark and seeds are drastic purgative and poisonous in large doses. Oil from the seeds, which forms a substitute for croton oil (from C. tiglium), often used as insecticide. 22. Harsingar (Nyctanthes arobortristis):

Nyctanthes arobortristis

Harsingar also called queen of the night. Nyctanthes arbortristis literally means, night-blooming sad tree. Grows as large shrub or small tree, attains a height of about 10 m (33 ft), with flaky grey bark. The leaves are rough, hairy, opposite, simple, 6–12 cm (2.4–4.7 in) long and 2–6.5 cm (0.79–2.56 in) broad, with an entire margin. The sweet scented flowers are small, attractive with white petals and an orange-red tube in centre and bloom profusely, opening at night and drop off in the morning, thus making a carpet of flowers in the morning. Used for worship. The fruit is a flat brown heart-shaped to round capsule 2 cm (0.79 in) diameter, with two sections each containing a single seed Medicinally has been reported to be used to cure cough and cold. Two spoonful of the juice of leaves

Site Specific Wildlife Conservation Plan Page 103 of Ch - I 130 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. is administered orally along with honey or ginger juice. Paste is prepared using three leaves and black pepper and is taken orally with water. For curing fever juice of leaves is administered orally. Leaves (6-7), along with ginger, are crushed to extract juice, which is given to drink thrice a day. Two leaves of harsingar, neem, three black pepper and four leaves of tulsi are ground in half litre of water and boiled till half a cup of residue remains. This is cooled and given orally. For hair-fall seeds are crushed in water and the paste is applied on hair scalp. For intestinal worms oral intake of leaf juice kills the worms. 23. Jirhul (Indigofera pulchella):

Indigofera pulchella

Indigofera pulchella is an erect shrub, 1-1.5 m tall. Leaves are compound 7-15 cm long, with 11-21 leaflets, 1.1-2.4 cm long, 7-15 mm broad, oblong to elliptical, blunt, truncate to slightly retuse, apiculate, velvety on both sides. Stipules are 2-4 mm long, deciduous. Inflorescence is a 5-17 cm long raceme, covered with sterile scales at the base. Bract are 2-10 mm long. The stalk carrying the raceme is 1-2 mm long. Sepal cup is 2-3 mm long, teeth nearly equal, 1-2 mm long. Flowers are bright pink, fading to violet, shaped like pea flowers. Vexillum is 1.2-1.8 cm long. Fruit is 2.4-4.3 cm long, 4 mm broad, straight, hairless, 8-12-seeded. Flowering: March-May. Medicinally a decoction of the roots is used in the treatment of coughs. The root is dried, ground into a powder and applied externally in the treatment of pains in the chest.

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24. Dhawai (Woodfordia fruticosa):

Woodfordia fruticosa

Fire Flame Bush is a spreading, leafy shrub, small in size but very conspicuous on dry, rocky hillsides from December to May, when the masses of little fiery bells give a bright touch of colour to the drab terrain. It is a deciduous shrub, usually with a much-fluted stem. The grey bark is exceedingly thin and peels off in flakes. When in flower the bush appears twiggy and formless but entirely swathed in red. This is because the small flowers grow singly or in groups all the way along the branches and side twigs, and it is at this time that the leaves fall. Each flower, borne on a tiny stem, is a slender tube, slightly curved, the greenish base of which is the sepal. Swelling slightly, the tube divides into narrow, pointed lobes and from within emerges a bunch of long stamens. The whole length, including the stamens, is not more than 2 cm. The fruit is a small, oblong capsule, covered by the withered sepals. The narrow, pointed leaves grow straight from the branches, either opposite or in whorls of three. They are harsh and dull, dark green in colour, but paler underneath. Sometimes they are dotted beneath with small, black glands. From the flowers, which contain much tannin, a red dye is obtained which is used to dye silks. The leaves also contain a large proportion of tannin and make the commonest tan in India. This is a drug largely used in native medicine. This enters into the composition of many preparations, decoctions, churnas and ghritas for various diseases, but chiefly dysentery and diarrhoea by reason of its being highly astringent.

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25. Jangli Karonda (Carissa spinarum):

Carissa spinarum

Wild Karonda (Carissa spinarum) is an erect thorny shrub, with forked branches, 2-3 m in height. Wood is very hard; bark, light brown to green, can be stripped off longitudinally by hand, exposing the white to light-green wood underneath; thorns, 3.2 cm long, brown to greenish at the base and deep brown towards the tip. Leaves, ovate, 4.5 cm long, 2.5 cm broad, leathery; venation, reticulate pinnate; margin, entire; petiole 3 mm long; leaves exuding white latex, when plucked from the stem. Flowers with five white narrow petals. The thorny bushes of Wild Karonda are found commonly growing in the forests and wastelands up to elevations of 1,500 metres. They are highly drought-resistant. They bear small fruits which are eaten by all and are also offered for sale at many places. The roots of C. spinarum are reported to possess many medicinal uses. They are ground and put into the wounds of cattle to kill worms. It is also used in combination with the roots of some other medicinal plants to treat rheumatism by the Mundas (a tribe) of Chhota Nagpur. It is a strong purgative and is used as one of the ingredients in some purgative preparations. A large dose of the roots of C. spinarum L. may even prove fatal owing to profuse purging. The roots also act as a repellent in the case of snakes, when the roughly ground powder of the roots mixed with water is poured into the holes of snakes. The fruits are eaten along with the seeds.

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26. Shatawar (Asparagus racemosus):

Asparagus racemosus Tuberous roots of Asparagus racemosus

Shatawari is a woody climber growing to 1-2 m in height, with leaves like pine needles, small and uniform and the flowers white, in small spikes. It contains adventitious root system with tuberous roots. Stems are climbing, branched, up to 2 m; branches usually distinctly striate-ridged. Leaves are just modified stems, called cladodes. Branches contain spines on them. Inflorescences develop after cladodes, axillary, each a many-flowered raceme or panicle 1-4 cm. Pedicel 1.5-3 mm, slender, articulate at middle. Flowers are white with a pink tinge, 2-3 mm, bell-shaped with 6 petals. Stamens equal, ca. 0.7 mm; anthers yellow, minute. Within India, it is found growing wild in tropical and sub-tropical parts of India including the Andamans; and ascending in the Himalayas up to an altitude of 1500 m. Flowering: October-November. In Ayurvedic medicine, the root of Satavari is used in the form of juice, paste, decoction and powder to treat intrinsic haemorrhage, diarrhoea, piles, hoarseness of voice, cough, arthritis, poisoning, diseases of female genital tract, erysipelas, fever, as aphrodisiac and as rejuvinative.

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27. Akwan (Calotropis gigantea):

Calotropis gigantean

This large shrub, which looks like a small tree, sports clusters of waxy flowers that are either white or lavender in colour. Each flower consists of five pointed petals and a small, elegant "crown" rising from the centre, which holds the stamens. The plant has oval, light green leaves and milky stem. In India, the plant is common in the compounds of temples. The fruit is a follicle and when dry, seed dispersal is by wind. The seeds with a parachute of hairs, is a delight for small children, who like to blow it and watch it float in the air. This plant plays host to a variety of insects and butterflies.

Site Specific Wildlife Conservation Plan Page 108 of Ch - I 135 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. (F) Description of forest & habitat condition, wildlife scenario of the study area:

Forest: The forest type of the study area is Dry Deciduous Sal forest. The most favourite site of Sal is the laterite capped bauxite zone of the pat, to which the study area belongs. Thus the main species is the Sal (Shorea robusta) in this area. The following important associates of Sal are also abundantly found in the area:  Adina cordifolia  Butea frondosa  Albizzia spp  Bowsellia serrata  Aegel marmelos  Ougenia dalbergoides  Lager stroemia parviflora  Emblica officinalis

Besides above associates common shrups which are seen abundantly are:  Flemingia chhaper  Croton oblongifolius  Nyctanthes arbortristis  Randia dumatorum  Indigofera pulchela  Wedlandia excreta  Woodfordia floribunda  Symploco racemosa

Important climbers of the area are:  Bauhinia vahilii  Ventilage madraspatna  Combretum decandrum  Spathoblous roxburghii  Aeacia pinnata

Site Specific Wildlife Conservation Plan Page 109 of Ch - I 136 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. The Lantana has invaded the forest where ever openings have been creded.

Habitat condition & wildlife scenario: The forest in the impact are almost intact having good ground cover, undergrowths, shrubs, trees etc. They provide good habitat condition of the wildlives. Beers, Wolves, Hyaena, wild boars, barking deers, jackals, peacock, many reptiles (Snakes, lizards etc), many birds etc adore the forests of the impact area. There are no big carnivores like tigers, leopards etc. are in the impact area. However, sometimes leopards are sighted as reported by the villagers. There is no authentic record of the movement of major wildlife. It appears that leopards might be sometimes coming from the Palamau Tiger Reserve in the impact area.

(G) Movement of mega wildlife in the impact area of the last 3 completed financial years. During study tour and discussion with the forest officials it is observed and found that the impact area did not experience any movement of the mega wildlife in the last three completed financial years except one incident in December 2017 when a herd of 11 elephants roamed through the jungles of the impact area. These elephants came from Chhatisgarh. As reported by the local forest officials they did not cause any damage to the people of the impact area. Accordingly the movement of mega wildlife is the impact area can be tabulated as follow:

S.no Financial year Wild animals Movement 1. 2014-15 None None 2. 2015-16 None None 3. 2016-17 None None 4. 2017-18 Elephants (11 from Chhatisgarh) December 2017 in Amtipani-Chirodih area.

Site Specific Wildlife Conservation Plan Page 110 of Ch - I 137 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. (H) Human-wildlife conflict and depredation caused by the wildanimals in the study area:

Human wildlife conflict refers to the interaction between wild animals and people and the resultant impact on people of their resources, or wild animals or their habitat. It occurs when growing human populations overlapped with the established wildlife territory. It creates reduction of resources or life to some people and/or wild animals. The conflicts take many forms ranging from loss of life or injury to humans, and animals both wild and domesticated for the competition for scarce resources to loss and degradation of habitat.

According to World Wide Fund (WWF) for nature Human- Wildlife conflict is defined as follow:

“Any interaction between humans and wildlife that results in the negative impacts and human social, economic or cultural life, on the conservation of wildlife populations, or on the environment.”

Further, the creating co-existence workshop at the 5thAnnual World Parks congress (17 September 2003, Montreal) defined it in the context of human goals and animals needs as follow:

“Human-wildlife conflict occurs when the needs and behaviour of wildlife impact negatively on the goals of humans or when the goals of humans negatively impact the needs of wildlife.”

Site Specific Wildlife Conservation Plan Page 111 of Ch - I 138 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. Causes:

The important reasons or causes of Human-wildlife conflicts can be summarised as follows: (i) Increase in human population which expands into the wild animals habitats. (ii) Natural wildlife territory is displaced. (iii) Reduction in the availability of natural prey/food resources leads to wild animals seeking alternate sources for it. (iv) New resources created by humans. (v) By products of human existence offer unnatural opportunity for wildlife in the form of food etc. (vi) Attempt by humans to harvest natural resources such as grassland pasture.

Outcomes of conflict: Human-wildlife conflict occurs with various negative results the major outcomes are as follow:  Injury and loss of life of humans and wildlife.  Crop damage  Livestock depredation  Predation of managed wildlife stock.  Damage to human property  Trophic cascades  Destruction of habitat  Collapse of wildlife populations and reduction of geographic ranges.

During studies in the impact area it was found there was no any case of Human Wildlife Conflict in the forests of the impact area. The reason is very obvious and can be dotted as below:  Human population is very thin and sparshly expanded.  Whatever be the human population they are not averse to the wildlife.  Most of the inhabitants are tribals who live in complete cohesion with the forests and wildlife.

Site Specific Wildlife Conservation Plan Page 112 of Ch - I 139 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. Impact of the project on the Human-wildlife conflict in the impact area:

Though there is no such conflict in the impact area yet the following works which have been proposed will play great role to people with the wildlife & forests: strengthen the cohesion of:

(1) Water conservation measures for wildlife & domestic animals. (2) Silvicultural operations for strengthening of forests, natural regeneration alongwith soil &water conservation measures to improve the habitat of wildlife. (3) Creation of salt licks for better health of wildlife. (4) Eco-development Activities. (5) Drinking water facilities to the people. (6) Medical awareness & health camp for the people. (7) Vaccination of domestic animals for better health of wildlife (8) Training people for wildlife management. All the above activities are extremely important from the point of view of wildlife management. These activities will lead the improvement in the habitat of the wild animals and will help them to remain in their own domain and thus will definitely lead to lessen the human-wildlife conflict in the study area.

Site Specific Wildlife Conservation Plan Page 113 of Ch - I 140 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. (I) Survey of working plan prescription for the management of forest and wildlife of the study area:

In the working plan of Lohardaga Forest Division and Gumla Forest Division the forests of the impact area have been prescribed with the operations of following working circle: (1) Selection working circle (2) Coppice working circle (3) Wildlife overlapping circle (4) Overlapping Protection working circle

After visiting the forests of the impact area of the PFs of the impact area it is felt that the above working circles are rightly prescribed for the betterment of the forest and wildlife.

(J) Indicative Plan showing location of other projects projects utilising forest lands or otherwise in the zone impact of the present project.

 At present there is no any indicative plan in the forest land or otherwise in the impact area of the project.  The proposals for the mitigative measures proposed in this conservation plan do not overlap with the any work or scheme of the concerned forest division i.e. Lohardaga & Gumla Forest Divisions.  The above two informations were obtained from the Divisional Forest Officer, Lohardaga Forest Division and the Divisional Forest Officer, Gumla.

Site Specific Wildlife Conservation Plan Page 114 of Ch - I 141 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. (K) STUDY TECHNIQUES ADOPTED AND OBSERVATIONS OF THE EXPERTS.

1) The team of experts: 1. Mr. Pradeep Kumar, IFS(1982) Ex Principal Chief Conservator of Forest (PCCF), Wildlife, Jharkhand, & Chief Wildlife Warden, Jharkhand And Ex Chairman, Jharkhand Biodiversity Board Jharkhand

2. Dr. Geetanjali Singh, M.sc (Botany) PhD. Specialised in Ethnobotany, Professor of Botany, Ranchi University, Ranchi.

3. Mrs. Sweta Kumari, B.Com, MBA (Human Resources).

4. Mr. Kundan Deo Singh , B.Sc.(Geology), M.Sc.(Geology).

5. Mr. Prince Kumar B.Sc.(Zoology),M.Sc.(Environmental Science)

Site Specific Wildlife Conservation Plan Page 115 of Ch - I 142 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. 2) Study Technique Adopted:

With the help of the Divisional Forest Officer (DFO), Lohardaga Forest Division, Gumla Forest Division Range officer of Forest, Banari range, forest staff and the local villagers the team visited the mining sight and the impact area and carried out massive survey in the project area and the impact area both to record the following aspects: 1) Flora 2) Fauna 3) Water resources 4) Drainage system 5) Socio economic survey of nearby villages including  Population  Sex ratio  Livelihood  Crop pattern  Festival & festivities  Customs & tradition  Earning & economic condition  Hygiene  Educational and medical facilities  Human relationships 6) Man –animal (wildlife) conflicts.  Attitude of people towards wildlife  Positive and negative thinking regarding wildlife  Liking & disliking for wildlife  Specific traditions related to wildlife 7) Operational impacts on :  Air  Soil  Water  Flora  Fauna

Site Specific Wildlife Conservation Plan Page 116 of Ch - I 143 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand.  Villages studied:

Following is the list of the villages is the impact area where the team conducted its socio – economic survey and other Studies: 1. Amtipani 2. Chirodih 3. Gorapahan 4. Sakhua pani 5. Gurdari 6. Narma 7. Jobhipat 8. Bahagara 9. Lodapat 10. Chormunda 11. Kekrang 12. Chaurapat

The team visited the above villages at different times. Had meeting with villagers, forest dwellers and forest officials to discuss the above mentioned issues in depth and recorded the relevant facts.

Site Specific Wildlife Conservation Plan Page 117 of Ch - I 144 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. CHAPTER-2

IMPACT OF THE PROJECT ON THE ENVIRONMENT IN GENERAL

(A) IMPACT OF THE PROJECT ON THE ENVIRONMENT It is very much evident that whenever and wherever mining activity is carried out it affects many environmental parameters like- (i) Physical (ii) Social (iii) Agriculture (iv) Aesthetic Open cast mining involves drilling, blasting, excavation, loading, transportation, unloading etc. thus various operations in mining may disturb environment of the area in various ways like-  Removal of mass  Change of landscape  Flora and fauna  Surface drainage  Change in air  Water quality  Soil quality Needless to say that establishment of mining industries is essential for the development and economic upliftment of the people, but surely it should be environmental friendly. Thus, it is pertinent to assess the impacts of mining on different environment and socio- economic parameters before starting the mining operations. So that abatement measures could be planned accordingly in advance for minimizing the impacts as far as possible.

Site Specific Wildlife Conservation Plan Page 1 of Ch - II 145 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

(1) Impact on air This mining process will follow open cast mining. So, emission of particulate matters and gases such as SO2, NOx etc. may occur from the mining units, the estimated sources of air pollution are:

 Blasting and drilling operations.  Loading and unloading of ores.  Transportation of ores.  Movement of vehicles.

To mitigate the above mentioned source of air pollution various arrangements will be done. Fugitive dust emissions from the material loading and unloading will be controlled by water sprinklers. Ambient air quality monitoring will be conducted on regular basis to lower down the pollutants. However, as shown in the approved mining plan the ambient air quality monitored during post monsoon (October to December 2017) shows that PM concentration in the surrounding villages is within the prescribed limits, which indicates negligible or no impact from existing mining activities on ambient air quality.

(2) Impact on the soil The project area covers 130.01 hectare of land. The soil present in that area is not productive. However, few impacts on soil are listed below:  The air born fugitive dust from the mining area is likely to be deposited on the top soil in the immediate vicinity and to some extent in the buffer zone.  Solid waste dumping can disturb the pH of the soil.  Transportation of the ore and its spilling may harm the soil.

The impact on the top soil due to mining will be confined to the project area only. The fugitive emissions are likely to be controlled

Site Specific Wildlife Conservation Plan Page 2 of Ch - II 146 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. through proposed control measures. The mined out areas will be backfilled by spreading soil.

(3) Impact on vegetation.

The project area is completely barren and there is no any vegetation. Thus there will be no any effect on vegetation in the project area. The impact area has mixed miscellaneous forests having different kinds of trees, shrubs, climbers etc. These are well grown stock and are quite far away from the project area, thus there will be negligible effect on the vegetation of the impact area too, specially when suggested mitigation measures will be taken into account.

(4) Impact on water regime.

There is no any major water regime like lake, river, pond, and wetland etc. in the vicinity of the proposed project and thus there will be no any negative impact on the water regime.

(B) Quantum of pollutants produced by the project.

1. Quantum and status of pollutants : As per approved mining plan the study area experiences moderate values of PM10 and all parameters were found well in the prescribed limits. Due to the inception of this mine in the area, there will be a slight increase in pollution levels, but the same will be controlled by adopting proper mitigation measures.

Ambient air quality standards promulgated by National Ambient Air Quality standards for different areas are as follow: Area Time weighted Concentration (µg/m3) average PM10 So2 Nox

Industrial Area, Annual average 60 50 40 Residential, Rural & other areas 24 Hours 100 80 80 Ecological sensitive Annual average 60 20 30 area 24 Hours 100 80 80

Site Specific Wildlife Conservation Plan Page 3 of Ch - II 147 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

2. Mitigation measures: The following mitigation measures will be adopted to mitigate air pollution generated due to the proposed mining:  Drilling machine will be equipped with wet drilling arrangements.  Controlled blasting will be adopted and optimum use of explosive energy will help in reducing the air pollution.  Haul roads & loading & unloading areas will be regularly sprayed with water to arrest dust from becoming air-borne.  Preventive maintenance of vehicles will be done to reduce gaseous emissions.  Development of green belt around periphery.  Personal protective equipment like dust masks will be provided to employees.  Periodic air quality monitoring will be carried out.

(C) ANTICIPATED DEGRADTION The mining area of the project is only 130.01 Ha and that too is completely barren. Thus, neither there is vegetation nor wildlife and therefore practically it has no impact on the flora and fauna within the project area. However, the operational activities like mining etc. will definitely have some little negative effects on the nearby vegetation & land. These can be listed below:  Quality of air  Noise pollution  Water resources  Soil  Flora and fauna Even those little negative impacts can be reduced after taking care of all mitigation measures which have been suggested. Thus there will be no degradation on the above due to this mining project.

Site Specific Wildlife Conservation Plan Page 4 of Ch - II 148 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

Changes in wildlife habitat.  There is no wildlife habitat in the project area. The impact area of the 10 kms also doesn’t have any significant wildlife.  So due to this project there is no any visible impact on the wild life. (D) Nature of threats to the flora and fauna due to project implementation and increased human presence.

1) Threats to flora. The lease area has got no vegetation and therefore no question of any threat to the flora in the mining area. The flora present in buffer zone will not be affected as it is away from the impact area. The environment management plan by the project will further minimize the threats to the flora.

2) Threats to fauna. The threat to the fauna can be classified into the following:-

 Direct threat: Direct threat includes hunting or killing of wildlife animals or accidental killing due to vehicle movement. This type of threat to fauna is negligible in the project area as there is complete absence of wildlife in it. The impact area sometimes experiences the movement of wildlife from nearby Palamau Tiger Reserve (PTR), thus due to this project they are also not going to affected.

 Indirect threat: Indirect threat is due to the shrinkage and degradation of habitat, shortage of food and water. The project area doesn’t involve any type of endangered or threatened species. There is no presence of wildlife in the project area. Other natural water bodies will also not be disturbed so, there is no indirect threat also.

Site Specific Wildlife Conservation Plan Page 5 of Ch - II 149 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

3) Threat due to increased human presence. This project will use about 80-90 persons as manpower. Since the project doesn’t involve much manpower and the project is short-termed so, it will not affect the wildlife activities.

(E) Probable increase in vehicular traffic and its impact.

As explained by the project proponents the project when in operation will use approximately the following number of vehicles:

Vehicle name Number Water tanker 03 Tractor with trailor 03 Jip crane cum fork lift Portable wielding machine 03 Ambulance van 01 Field service Van 03 Jeep 02 Truck 18 JCB/Tata Hitachi/Poclain 8 TOTAL 41

Site Specific Wildlife Conservation Plan Page 6 of Ch - II 150 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. (F) Noise, Water & Air pollution and its impact on flora and fauna.

 Noise pollution and its impact. Noise is one of the most undesirable and unwanted by- product of working place especially in the field of mining. It contributes to the deterioration of human well-being in general and can cause neurological disturbance and physiological damage to hearing mechanism.

 Sources of Noise. The various sources of noise are –  Blasting operations.  Excavators.  Trippers.  Compressor.  Jack hammer.  Tractors and others service vehicles. In general, many equipments which are sources of noise will have their own mitigation features implemented by the owners. The primary noise receptors for the project will be provided to the site workers:-both when they are on the site and when they are in mining area. The nearest village to the project is Amtipani which is at ----- Km from the site is unlikely to be affected by traffic noise, although blasting could be audible. Also there is no involvement of major machinery, the impact of noise level will be minimal.

 Air, Water pollution & its Impact on Flora & Fauna. The extent of air & water pollution due to this project and its impact on flora and fauna has already been discussed.

Site Specific Wildlife Conservation Plan Page 7 of Ch - II 151 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. (G) Study technique Adopted

With the help of the Divisional Forest Officer (DFO), Lohardaga Forest Division, Range officer of Forest, Banari range, forest staff and the local villagers the team visited the mining sight and the impact area and carried out massive study in the project area and the impact area both to record the following aspects.

1) Flora 2) Fauna 3) Water resources 4) Drainage system 5) Socio economic survey of nearby villages including  Population  Sex ratio  Livelihood  Crop pattern  Festival & festivities  Customs & tradition  Earning & economic condition  Hygiene  Educational and medical facilities  Human relationships

6) Man –animal (wildlife) conflicts.  Attitude of people towards wildlife  Positive and negative thinking regarding wildlife  Liking & disliking for wildlife  Specific traditions related to wildlife 7) Operational impacts on :  Air  Soil  Water  Flora  Fauna

Site Specific Wildlife Conservation Plan Page 8 of Ch - II 152 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.  Villages studied:

Following is the list of the ten villages nearby the project area and the impact area where the team conducted its socio – economic and other survey: 1) Amtipani 2) Gorapahar 3) Sakhuapani 4) Korkatpat 5) Chirodih (Chaurapat) 6) Gurdari (Kekrang) 7) Narma 8) Jobhipat 9) Bahagara 10) Lodapat 11) Chormunda

The team visited the above villages at different times. Had meeting with villagers, forest dwellers and forest officials to discuss the above mentioned issues in depth and recorded the relevant facts.

 Observation of the experts:

Following are the worth mention major observations of the team:

 Within the radius of 10 Kms density of the forest vary from dense to moderate to thin. Mostly it is moderate one (0.4 to 0.6)  Major wildlife like tiger, leopards, deers etc. have not their habitat in these areas. However, sometimes movements of leopards, hyaenas, sloth bear, wildboar, foxes etc. have reported.  Avi fauna is also not so distinct. Common birds like crow, Mainas (Acridotheres tristis), and sometimes water birds like ducks and geese are seen nearby nallas.  Around the project area agricultural fields were observed in which only seasonal crop like paddy and potatoes are cultivated during rainy season.

Site Specific Wildlife Conservation Plan Page 9 of Ch - II 153 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.  The soil is not good and is devoid of moisture and humus Illicit collection of firewood is not a problem here, because human population is less and thus biotic pressure is not pronounced.  Nearby forests are good in vegetation and if proper silvicultural operations are done it can grow up into much better forest.  Drinking water is a problem to the villagers of nearby area. Various drinking water schemes like deep boring, wells, hand pumps can be a gift to these people.  During discussions with the villagers it was found that people were not averse to the wildlife. Rather they showed very positive approach towards the preservation and conservation of forests and wildlife. Many were found quite aware of the bad effects of the degradation of the forest and wildlife.  It was found that many of the customs and cultural activities were directly related to the preservation and conservation of the forests and wildlife. Sarhul, Karma and many more festivals are example of it. Even in marriages and in many customs they worship nature and its power.  Hygienic conditions of the people of nearby villages are not good. It requires lot of amelioration specially related to roads, streets, lighting, drainage, sanitation etc.  Employment of the people, especially youth is another area where dedicated focus is required. Bauxite mines near the project area provide good employment to them. Since there is scarcity of water for irrigation etc. agricultural fields are unable to provide them employment for the entire year. Collection of seasonal NTFs like Kendu leaves, Sal seed, Mahua seeds, Karanj etc. provide some temporary employment to the people . However, these are not enough to cater the growing need of employment in the area. Establishment of industries based on forest produce can be a quick solution to this big problem.  Educational and medical facilities are also found to be inadequate.  Generally people were found simple and living in cohesion with one another.

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Site Specific Wildlife Conservation Plan Page 10 of Ch - II 154 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. CHAPTER-3

OBJECTIVES OF MANAGEMENT AND STRATEGIES

(A) Objectives of management to address the issues of wildlife conservation against the project implementations. The proposed bauxite mining in the area of 130.01 Ha in Amtipani-Chirodih is a completely barren land which has no any vegetation or wildlife at all. Thus as such there is no any issue or challenge here so far wildlife is concerned. The nearest forest from the mining area is Amtipani PF of Lohardaga Forest Division. The nearby forests are moderate one, and area supportive to the wildlife.

However, it is felt that if the habitat of these forests is improved the condition of wild lives will surely improve in these forests. Thus keeping this in view following objectives have been decided to be achieved in this management plan: (1) To improve the water conservation measures for the wildlife & domestic animals. (2) To improve the habitat of the wildlife by conducting basic silviculture operations, accelerating natural regenerations along with soil & water conservation. (3) Creating salt-licks in the forests. (4) To ensure people’s participation through different Eco- developmental activities. (5) To ensure the health of the wild lives through vaccination of the domestic animals nearby villages. (6) To create human resources to help the department in better management of the wildlife by training the selected persons for the said purpose.

Site Specific Wildlife Conservation Plan Page 1 of Ch - III 155 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. (B) Strategies to mitigate and minimize adverse impacts so observed in the field. Following are the strategies suggested to mitigate and minimize the adverse impacts due to this mining project:

(I) Within the project area: Project area will take up all the precautions and implement the technological and engineering control measures as per the detailed Environment Management Plan (EMP). However, to mitigate the adverse impacts of mining in the project area on account of the following factors various mitigation measures have been suggested:

1. Air quality mitigation measures  Use dust abatement techniques on unpaved, non-vegetated surfaces to minimize airborne dust and during earthmoving activities, prior to clearing, before excavating, backfilling, compacting, or grading, and during blasting.  Post and enforce speed limits to reduce air born fugitive dust from vehicular traffic.  Keep soil and dust refuse moist while loading into dump trucks.  Keep soil and dust refuse loads below the free board of the truck.  Minimize drop heights when loaders dump soil and coal refuse into trucks.  Tighten gate seals on dump trucks.  Cover dump trucks before travelling on public roads.  Cover construction materials, stock piled soils, if they are source of fugitive dust.  Train workers to handle construction materials and debris to reduce fugitive emissions.  Employ water injection on all over burden drills.

Site Specific Wildlife Conservation Plan Page 2 of Ch - III 156 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. 2. Mitigation measures to reduce impact on the soil: The project area covers 130.01 hectare of land. The soil present in that area is not much productive. However, the air born fugitive dust from the mining area is likely to be deposited on the top soil in the immediate vicinity and to some extent in the buffer zone, scrapping of the soil from the top may cause loss of vegetation, solid waste dumping can disturb the pH of the soil, transportation of the ore and its spilling may harm the soil. The impact on the top soil due to mining will be confined to the project area only. The fugitive emissions are likely to be controlled through proposed control measures. The mined out areas will be backfilled by spreading soil.

3. Mitigation measures for Noise. Noise is mainly generated at the time of mining operations and vehicle transportation activities. The noise generated due to mining activities dissipates within the mine. However, noticeable effect of noise level is felt only near the active working area. The impact of noise on the villages is negligible as the villages are far located from the mine workings. Since there is no involvement of major machinery, the impact of noise level is minimal.  Limit noisy activities (including blasting) to the least noise- sensitive times of day (weekdays only between 7 am. And 10 pm.)  All equipments should have sound-control devices no less effective than those provided on the original equipment. Muffle and maintain all construction equipments used.  Notify nearby residents in advance when blasting or other noisy activities are required.  Whenever feasible, schedule different noisy activities (e.g., blasting and earthmoving) to occur at the same time, since additional sources of noise generally do not add a significant amount of noise. That is, less-frequent noisy activities would be less annoying than frequent less-noisy activities.

Site Specific Wildlife Conservation Plan Page 3 of Ch - III 157 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand.  To the extent feasible, route heavy truck and rail traffic supporting mining activities away from residences and other sensitive receptors.

4. Hazardous materials and waste management mitigation measures:  Provide secondary containment for all on-site hazardous materials and waste storage, including fuel. Fuels storage should be a temporary activity and fuel storage facilities should be removed immediately upon completion of the construction and decommissioning phases.  Containerize and periodically remove wastes for disposal at appropriate off-site permitted disposal facilities.  Document accidental releases as to cause, corrective actions taken, and resulting environmental or health and safety impacts.

(II) Within the impact area: To mitigate the adverse impacts of mining in the impact area following mitigation measures have been recommended or proposed:

(1) Improvement of habitat of the wildlife:

To ensure the amelioration in the natural habitat i.e. forests and the wildlife following activities have been suggested:

 Silvicultural operations in the nearby forests.  Accelerating regeneration of primary tree species along with other important species.  Create salt licks for the better health of the wildlife.  Formation of check dams for the availability of the potable water for the wildlife and domestic animals as well.

Site Specific Wildlife Conservation Plan Page 4 of Ch - III 158 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. (2) Conservation of water: Water is very essential element for the survival of life. Especially in this drought prone area it is really a rare gift. Thus efforts should be to preserve and conserve every drop of water available here. Thus following measures have been suggested for it:  Creation of check dams/water harvesting structures  Formation of silt detention dams  Contour trenching in the slopes of the forest.

(3) Vaccination and immunization of the domestic cattle: In the nearby villages vaccination and immunization of the domestic cattle is very essential. These domestic cattle graze freely in the nearby forests and are great source of many diseases for wildlife of the area including mouth and foot disease. The vaccination of these domestic cattle will ensure the better health of the wildlife of the area. So it is a must programme when we talk of the management of wildlife.

(4) Wildlife protection: Apart from restoring and maintaining the habitat for wildlife, protection of wildlife is also must be prioritized. Following are some suggestions that will enhance wildlife protection are provided below: (i) Poaching: Poaching of any animal is highly dangerous and it harms the wildlife beyond imagination. Thus proper and strict vigilance is essentially required to stop any kind of such activity. Regular patrolling, public awareness, alertness etc. are important measures to get rid of this problem.

(ii) Fire: Fire damages the habitat of the wildlife, so it is a big hurdle in the path of the wildlife management. Every

Site Specific Wildlife Conservation Plan Page 5 of Ch - III 159 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. effort must be taken to stop any fire incident in the forests. Regular patrolling, alertness and involvement of local people and controlling the forest fires are the typical measures to overcome this problem.

(iii) Transportation of vehicles: To facilitate and ensure the healthy life of wildlife following suggestions are put forward regarding transportation of vehicles near forest areas:  Speed limit must be fixed for vehicles  Limited use of forest roads  Limit mine-related vehicle traffic.

(iv) Other measures: Besides the above mentioned measures following measures are also recommended in favour of wildlives:  Educate workers regarding the occurrence of important resources in the area and the importance of protection.  Scheduled activities to avoid disturbance of resources during critical periods of the day (e.g., night) or year (e.g., courtship, nesting) seasons. In addition, control pets to avoid harassment and disturbance of wildlife.  Avoid the spread of invasive non-native plants and reseeding disturbed areas with native plants.  Limit pesticide use to non-persistent, immobile pesticides and apply in accordance with label and application permit directions and stipulations for terrestrial and aquatic applications.  Apply spill prevention particles and response actions in re- fuelling and vehicle-use areas to minimize accidental contamination of habitats.  Reclaim all areas of disturbed soil using weed-free native shrubs, grasses, and forbs, and restore the vegetation

Site Specific Wildlife Conservation Plan Page 6 of Ch - III 160 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand Lohardaga, Jharkhand. cover, composition, and diversity to values commensurate with the ecological setting.

(v) Eco-developmental activities: The forest dwellers who live in and around the forest are not well of. The rays of different development activities are yet to reach their door step effectively. It is therefore desirable to cater their domestic needs of:  Safe drinking water  Healthcare  Enhancement of livelihood opportunity  Education and communication These practices will motivate them for the protection and conservation of wildlife and forest alongwith assistance to the forest department is carrying out management activities.

(vi) Public education training and awareness. People who live inside or close to the forests are to be educated about the importance of forests and wildlife. It will help the department in the better management of these natural resources. For this we can select some persons to train them in the field forest & wildlife management.

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Site Specific Wildlife Conservation Plan Page 7 of Ch - III 161 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. CHAPTER-4

PROPOSED MANAGEMENT STRATEGIES WITHIN THE PROJECT SITE TO BE IMPLEMENTED BY THE PROJECT PROPONENT & STATE

(A) Interventions to be implemented by the project authorities inside the project area with suitable justification.

The project area is of 130.01 Ha. in which mining of bauxite is proposed. The major issue when mining will start will be of pollution. It will be air pollution, water pollution and noise pollution. After mining reclamation of the mined area will also be a good challenge. Thus inside the project area project authorities are suggested to have following measures and activities to meet out the said challenges.

(i) Air pollution: The proposed mining project will follow open cast mining.

So emission of particulate matters and unwanted gases like SO2, NOx,

CO2 etc. are expected. Thus the source of air pollution will be: (a) Blasting and drilling operations. (b) Loading and unloading of ores. (c) Transportation of ores. It is needless to say that above said emitted particulate matters and gases will have negative impact on the health of the human beings, animals and plants & trees as well.

Thus to mitigate or minimize such pollutants the project authorities are advised to take the following measures: (i) Water fogging with compressed air. (ii) Employ dry fogging system (DFS). (iii) Provisions of water sprinklers.

To meet the above requirements a budget for Rs 8.00 Lakhs is provided whose per year detail is evident in the given annexure. (Annexure-2)

Site Specific Wildlife Conservation Plan Page 1 of Ch - IV 162 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. (ii) Water pollution: Fortunately there is no any pond, river, stream or wetland in the near vicinity of the project area. A river named North Koel is nearby 6.00 km from the project area, which is hardly going to be affected. Beside there is one perennial nala also which is the tributary of North Koel river. This is also more than 6 kms from the project area and thus not going to be affected at all by this project. Thus nothing is required to be done on this issue.

(iii) Noise pollution: Noise pollution is real nuisance and it can affect both the health and behavior of both human beings and the animals. It can damage psychological health too. Noise pollution can cause hypertension, high stress levels, tinnitus, hearing loss, sleep disturbance and other harmful effects. Loudness (also called Sound pressure level or SPL) is measured in logarithmic units called decibels (dB). The normal human ear can detect sounds that range between 0(zero) to 140 dB. The sound more than 140 dB can cause pain and is thus referred to as noise pollution.

The main source of noise in the mining area will be from mining activities and transportation. Following measures are proposed to meet out the challenges of noise pollution: (i) Proper maintenance, oiling and greasing of machines at regular intervals. (ii) Adequate numbers of silencers to be provided in the machines. (iii) Personal Protective Equipment (PPE) like ear muffs/ear plugs should be provided to all operators and employees working in the project area. (iv) Periodical noise level monitoring in the project area.

Site Specific Wildlife Conservation Plan Page 2 of Ch - IV 163 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. A budget of Rs 5.25 Lakhs is proposed to meet the above requirements. The details described in the given annexure. (Annexure-02)

(iv) Reclamation of mining area: Mine reclamation is the process or restoring land that has been mined to a natural or economically usable state.

Within the past decade, a new approach to reforestation-the forestry reclamation approach (FRA) – has been promoted. The FRA establishes guidelines for achieving successful reforestation on mined lands, and can be summarized in the following five steps:

(1) Create a suitable rooting medium for good tree growth that is no less than four (04) feet deep which is made up of: (i) Top soil (ii) Weathered soil (iii) Weathered sandstone (iv) Best available waste and materials.

(2) Loosely grade the top soil or topsoil substitute established in step one to create a non-compacted growth medium. (3) Use ground covers that are compatible with growing trees. (4) Plant two types (or more) of trees: early successional species for wildlife and soil stability, then commercially valuable crop trees. (5) Use proper tree planting techniques. It is proposed that the project authorities will abide by all the above mentioned five (05) points to reclam the mined area, so that the area is fully reclamed and full of greenery& wildlife. A scheme of reclamation of mined area for one Acre is attached.

Site Specific Wildlife Conservation Plan Page 3 of Ch - IV 164 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. (Annexure-01)

A budget of Rs 09.08 Lakh(for 2 Acres) is provided for the above work whose details can be seen in the annexure attached with this plan.

(Annexure-02)

(v) Green Belt Creation:

A green belt surrounding the mining area will be a real appreciating effort to protect the surroundings as it will be extremely affective to arrest the dust and its spreading all around.

The proposed Amtipani bauxite mine has a periphery of about 11.20 kms. The entire mining area (130.01 Ha) should be surrounded by a green belt cover having three rows of plantation as per prescribed design and recommended species. At the spacing of 3 Metres x 3 Metres plants will be planted and this way nearly 11,200 (Eleven thousand two hundreds) plants technically covering 4.78 Ha. will be planted in this green belt. Technical details are as follow:

(i) Number of plants - 11,200 (Eleven thousand two hundreds) (ii) Spacing - 3 Metres x 3 Metres (iii) No. of Rows - 03 (Three)

The plantation will be done in three rows as follow: (1) First row from inside – Bougainvillea sp. (2) Second row - Dalbergia sissoo (Sisam) (3) Third row(outermost) - Gmelina arborea (Gamhar)

The plants will be planted in alternative alteration in a staggered way to arrest and prevent the dust from spreading from the mining area. The design of the plantation is shown as below:

Site Specific Wildlife Conservation Plan Page 4 of Ch - IV 165 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

In the Forest department of Jharkhand there is a scheme of planting 2500 plants is one Ha. The rates of this scheme have been recommended by the APCCF, Development Jharkhand. A photocopy of it is enclosed with this plan as Annexure- 4A. Taking most of the rates from it the estimate and the cost calculation of the above proposed green belt is as follow:- (I) First year (2019-20) (i) Trench fencing (130.01Ha) 18,90,383.00 As per design of the forest dept. (6 chains per Ha) (ii) Pit digging(4.78 Ha) 40,109.00 (0.3Mx0.3Mx0.3M) (iii) Purchase of plants(11,200) 2,80,000.00 (Bougain villea. One year old. One year old Sisam & Gamhar- Minimum 3 feet Height) @25.00 Rs per plant (iv) Fertilizers & Insecticides 10,000.00 (v) Plantation 46,127.00 (vi) Two Weeding & Hoeing 52,446.00 (vii) Protection 11,472.00 Total: 23,41,737.00 Or 23.42 Lakhs

Site Specific Wildlife Conservation Plan Page 5 of Ch - IV 166 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. (II) Second year (2020-21) (i) One Weeding & Hoeing 33,426.00 (ii) Fertilizers & Insecticides 9,043.00 (iii) Protection 17,686.00 (iv) Replacement of dead plants 5,745.00 (v) Trench repair 14,190.00 Total: 80,090.00 Or 0.80 Lakhs

(III) Third year (2021-22) (i) One Weeding & Hoeing 38,440.00 (ii) Fertilizers & Insecticides 6,214.00 (iii) Replacement of dead plants 6,692.00 (iv) Protection 20,338.00 Total: 71,684.00 Or 0.72 Lakhs

(IV) Fourth year (2022-23) (i) One Weeding & Hoeing 44,205.00 (ii) Fertilizers & Insecticides 2,390.00 (iii) Protection 3,383.00 (iv) Trench repair 11,529.00 Total: 81,507.00 Or 0.81 Lakhs

(V) Fifth year (2023-24) (i) Protection 26,892.00 Total: 26,892.00 Or 0.27 Lakhs

(VI) Sixth year (2024-25) (i) Protection 30,926.00 Total: 30,926.00 Or 0.31 Lakhs

Site Specific Wildlife Conservation Plan Page 6 of Ch - IV 167 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. Thus the total cost on the above recommended green belt creation will be as follow:

Sl.No. Financial year Total Expenditure(Lakhs) 1. 2019-20 23.42 2. 2020-21 0.80 3. 2021-22 0.72 4. 2022-23 0.81 5. 2023-24 0.27 6. 2024-25 0.31 Total: 26.33 Lakhs The year wise expenditure is also reflected in the Annexure 02 of this plan.

(vi) Making of Artificial Nests for Birds:

Nests are very important for birds for their living and laying eggs etc. It is a real challenge for the birds to build nests, thus to facilitate them making of artificial nests and putting them at appropriate places is proposed.

The design of the nests is as shown below:

Site Specific Wildlife Conservation Plan Page 7 of Ch - IV 168 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

The financial outlay is as follow: Financial year-2019-20 No. of Nests to be made – 100 Cost per nest Rs.-1500.00 per nests including their placement- Total cost – 1500x100 = 1,50,000.00 or 1.50 Lakhs This budget is also reflecting in Annexure-02.

Site Specific Wildlife Conservation Plan Page 8 of Ch - IV 169 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. (B) Locations (preferably with GPS coordinates) of the proposed interventions with map.

The locations of the proposed interventions are as follow: (i) Amptipani, Chirodih Bauxite Mines (ii) GPS co-ordinates: Latitude- 23o20’10.801”N to 23o21’25.361”N Longitude- 28o17’6.782”E to 84o17’41.044”E

(C) Relevant Provisions of Environment Management plan for the project and the interventions overlapping in nature.

Following are the important provisions of environment management plan (EMP) of this project:-

(1) Overall conservation of environment. (2) Conceptualization: preliminary environmental assessment. (3) Planning: detailed studies of environmental impact and design of safeguard. (4) Execution: implementation of environmental safety measures. (5) Operation: monitoring of effectiveness (6) Minimization of waste generation of environment. (7) Proper use of natural resources and water. (8) Ensure effective operation of all control measures.

(D) Drinking water facilities for villagers:

Drinking water is a real problem the people of the nearby villages are facing. Keeping this in mind the project authorities are suggested to provide at least six hand pumps with deep drilling over the period of ten years in the villages near to the project area. The depth of the deep boring will be as per availability of the potable water. The hand pump should be fitted nicely on cemented platform. As suggested by

Site Specific Wildlife Conservation Plan Page 9 of Ch - IV 170 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. proponent authorities the budget will be Rs 1.25 Lakhs per hand set. Thus budgetary provisions will be as follow:

Deep drilled Hand Financial Year Total Amount (Lakh) Pump No. 2018-19 02 2.50 2019-20 02 2.50 2020-21 02 2.50 Total 06 7.50

Thus to meet out the different challenges due to the said mining project following works will be carried out within ten years from 2017-18 to 2026-27.

Sl.No. Work Total Amount (Lakhs) 1. To mitigate Air pollution 8.25 2. To mitigate Noise pollution 5.80 3. Reclamation of Mined Area(2Acres) 9.08 4. Deep bore hand pump 7.50 5. Green belt Creation around the 26.33 project area 6. Artificial nests 1.50 Total 58.66

Site Specific Wildlife Conservation Plan Page 10 of Ch - IV 171 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. (E) Plan period preferably for 10 years with suitable provisions for interim reviews and suitable modifications:

Following budgetary provisions for 10 years are proposed to meet out the above mentioned interventions:

Financial Year Total Amount (Lakh) 2017-18 12.50 2018-19 27.85 2019-20 3.75 2020-21 5.56 2021-22 1.32 2022-23 0.78 2023-24 0.82 2024-25 4.84 2025-26 0.51 2026-27 0.51 Total 58.66

Details of the above budgetary provisions are annexed. (Annexure-02)

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Site Specific Wildlife Conservation Plan Page 11 of Ch - IV 172 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

CHAPTER-5

PROPOSED MANAGEMENT STRATEGIES WITHIN THE IMPACT AREA OF THE PROJECT

(A) INTERVENTIONS TO BE ADOPTED BY THE DFO(LOHARDAGA & GUMLA FOREST DIVISIONS)

The project impact area covering 10 kms radius of the project area (Amtipani-Chirodih) mainly falls under Lohardaga Forest Division and Gumla Forest Division. Some of the areas also fall under Latehar Forest Division too. The nearest forests from the project area are as under:

(i) Amtipani PF (809.91 Acre) (ii) Chirodih PF (2208.00 Acre) (iii) Bahagara PF (1445.60 Acre) All these fall under Bahagara sub beat of Bahagara Beat of Banari Range. Besides the above mentioned forests following important RFs/PFs also fall under the impact area:

 Lohardaga Forest Division (i) Amtipani (ii) Chirodih (iii) Bahagara (iv) Ambakona (v) Gurdari (vi) Narma (vii) Balatu (viii) Langratanr (ix) Range (x) Banari

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 Gumla Forest Division (i) Rajadera (ii) Chatamtoli (iii) Tendar (iv) Patagani (v) Kota (vi) Ligirpat

 Latehar Forest Division (i) sirsi (ii) Horeng (iii) Aigu (iv) Husmu (v) Arahans (vi) Kerakhas (vii) Mail

(B) MANAGEMENT STRATEGIES AND THE WORKS TO BE CARRIED OUT

After detail and exaustive discussion with the concerned senior Forest Officers of Jharkhand following works were decided to be carried out in the impact area of the project: (i) Water conservation measures to provide potable water to the wildlife & domestic animals. (ii) Habitat improvement of wildlife corridor by Palamau Tiger Reserve Foundation(PTRF) (iii) Vocational training, skill development and miscellaneous activities. (iv) Vaccination of domestic animals of nearby villages. (v) Drinking water facility (vi) Medical awareness & health camp (vii) Vehicles for patrolling & protection of Wildlife. (viii) Revolving fund for wildlife exigencies etc. (ix) Monitoring & Review.

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(i) Water conservation measures to provide potable water to the Wildlife & Domestic Animals:

Water is a very very important factor for the survival of the living beings including wildlife. Thus keeping this view in mind, construction of 09(nine) earthen check dams have been suggested in the impact area which are as follow:

Lohardaga Forest Division

After good discussion with the forest officials and sites suggested by them and being inspected by the team 06(Six) earthen check dams on different nalas are being proposed, which are as follow:

(1) Marakona Nala check dam(I) (2) Marakona Nala check dam (II) (3) Vajukona Nala check dam (4) Bahagarapurna Nala check dam (5) Purnadandikona Nala check dam (6) Jhariya Nala Amtipani check dam

Out of the above six check dams 04(four) (No.1to4) are proposed to be completed in the financial year 2018-19 and rest two (No.5&6) are proposed to be completed in the year 2019-20. The details of the above check dams are as follow:

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(1) Marakona Nala check dam 1 Nala - Marakona Nala –I PF - Chirodih PF Beat - Netarhat Range - Banari GPS Coordinates - North – 23o20.247’ East – 84o17.010’ Structure - Length - 100 Feet - Upper width - 10 Feet - Foundation - 80 Feet - Height - 10 Feet Block - Bishnupur Village - Chirodih Thana no. - Bishunpur – 47 Distance from project area - 01 Km Approx. Expenditure - 7.00 Lakhs

Photo: Proposed site of Marakona Nala Check dam – 1

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(2) Marakona Nala check dam 2 Nala - Marakona Nala PF - Chirodih PF Beat - Netarhat Range - Banari GPS Coordinates - North – 23o20.277’ East – 84o16.937’ Structure - Length - 100 Feet - Upper width - 10 Feet - Foundation - 80 Feet - Height - 10 Feet Block - Bishnupur Village - Chirodih Thana no. - Bishunpur – 47 Distance from project area - 02 Km Approx. Expenditure - 7.00 Lakhs

Photo: Proposed site of Marakona Nala Check dam - 2

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(3) Vajukona Nala check dam Nala - Vajukona Nala PF - Chirodih PF Beat - Netarhat Range - Banari GPS Coordinates - North – 23o19.973’ East – 84o17.029’ Structure - Length - 100 Feet - Upper width - 10 Feet - Foundation - 80 Feet - Height - 10 Feet Block - Bishnupur Village - Chirodih Thana no. - Bishunpur – 47 Distance from project area - 2.5 Km Approx. Expenditure - 7.00 Lakhs

Photo: Proposed site of Vajukona Nala Check dam

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(4) Bahagarapurna Nala check dam Nala - Bahagarapurna Nala PF - Bahagar PF Beat - Netarhat Range - Banari GPS Coordinates - North – 23o22.632’ East – 84o17.555’ Structure - Length - 100 Feet - Upper width - 10 Feet - Foundation - 80 Feet - Height - 10 Feet Block - Bishnupur Village - Bahagara Thana no. - Bishunpur – 52 Distance from project area - 2.0 Km Approx. Expenditure - 7.00 Lakhs

Photo: Proposed site of Bahagarapurna Nala Check dam

All the above check dams will be completed in the year 2018-19. The budget estimates are as follow: 4 check dams x 7.00 = 28.00 Lakhs. The site specific estimates should be approved by the competent authority.

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(5) Purnadandikona nala check dam Nala - Purnadandikona Nala PF - Bahagar PF Beat - Netarhat Range - Banari GPS Coordinates - North – 23o22.592’ East – 84o17.543’ Structure - Length - 100 Feet - Upper width - 10 Feet - Foundation - 80 Feet - Height - 10 Feet Block - Bishnupur Village - Bahagara Thana no. - Bishunpur – 52 Distance from project area - 2.0 Km Approx. Expenditure - 7.00 Lakhs

Photo: Proposed site of Purnadandikona Nala Check dam

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(6) Jhariya nala Amtipani check dam Nala - Jhariya nala Amtipani Nala PF - Amtipani PF Beat - Netarhat Range - Banari GPS Coordinates - North – 23o20.921’ East – 84o16.242’ Structure - Length - 100 Feet - Upper width - 10 Feet - Foundation - 80 Feet - Height - 10 Feet Block - Bishnupur Village - Amtipani Thana no. - Bishunpur – 39 Distance from project area - 2.0 Km Approx. Expenditure - 7.00 Lakhs

Photo: Proposed site of Jhariya nala Amtipani check dam

The above two check dams will be completed in the year 2019-20. The budget provisions will be as follow: 2 check dams x 7.00 Lakhs = 14.00 Lakhs The site specific estimates should be approved by the competed authority.

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Gumla Forest Division

In Gumla Forest Division as per the discussion with the forest officials and inspection of sites by the team following two earthen check dams are proposed:

(1) Janki Nala check dam (2) Baghkona nala check dam

The details of these are as follow:

(1) Janki Nala check dam Nala : Janki Nala PF/RF : Rajadera RF Beat : Chainpur Range : Kurumgarh

GPS Coordinate : North – 23o16.808’ East – 84o14.393’ Measurement : Length - 150 Feet Upper Width - 10 Feet Foundation - 80 Feet Height - 15 Feet Block : Chainpur Village : Rajadera Thana/Thana no. : Chainpur – 27 Distance from the Project area : 2.0 Km Approximate Expenditure : 09.00 Lakhs

Site Specific Wildlife Conservation Plan Page - 10 - of Ch - V 182 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

Photo: Proposed site of Janki nala check dam

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(2) Baghkona nala check dam Nala : Baghkona nala PF/RF : Rajadera RF Beat : Chainpur Range : Kurumgarh

GPS Coordinate : North – 23o19.116’ East – 84o12.589’ Measurement : Length - 160 Feet Upper Width - 10 Feet Foundation - 80 Feet Height - 15 Feet Block : Chainpur Village : Katabil Thana/Thana no. : Chainpur – 26 Distance from the Project area : 2.0 Km Approximate Expenditure : 09.00 Lakhs

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Photo: Proposed site of Baghkona nala check dam

Site Specific Wildlife Conservation Plan Page - 13 - of Ch - V 185 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

The above check dams will be completed in the financial year 2018-19. The budget proposals are as follow: (1) Jankinala check dam - 9.00 Lakhs (2) Baghkona nala check dam - 9.00 Lakhs ` 18.00 Lakhs

Thus on water conservation measures following budgetary provisions have been suggested as per two forest Division (In Lakhs) Sl.No. Division 2018-19 2019-20 Total

1. Lohardaga 28.00 14.00 42.00

2. Gumla 18.00 00.00 18.00

Total 46.00 14.00 60.00

(ii) Habitat improvement of wildlife corridor by Palamau Tiger Reserve Foundation(PTRF)

Improvement of habitat of wildlife corridor is a very very important aspect of wildlife management. Following are the important PFs, which fall in the ESZ (Eco- sensitive zone) of the Palamau Tiger Reserve (PTR):

Latehar Forest Division : Sirsi,Horeng,Aigu,Husmu,Arahans,Kekrakhas & Maile. Lohardaga Forest Division: Range,Langratanr,Balatu,Dabna,Singthoka, Narma & Gasnidhir.

Palamau Tiger Reserve Foundation (PTRF)is exclusively created to look into the habitat improvement of the wildlife corridor and thus it can take care to improve the habitat of the wildlife in the said forests or erst while.

Accordingly, it is suggested that a sum of Rupees 60.00 (sixty) Lakhs may be transferred to the PTRF by the DFO, Lohardaga Forest Division in the following manner :

Site Specific Wildlife Conservation Plan Page - 14 - of Ch - V 186 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

Financial Year - Amount (Lakhs) 2018-19 - 25.00 2019-20 - 20.00 2020-21 - 15.00 Total : 60.00

(iii) Vocational training, skill development and miscellaneous activities etc.

Vocational training and skill development always help to enrich human resources. Thus for the sake of wildlife management it is suggested that selected persons should be put under training and skill development to have an asset for the department so far wildlife management etc. are concerned. Besides anticipating the needs of wildlife management some miscellaneous activities may be carried out. For the above said works a fund of 20.00 Lakhs have been marked in both the Divisions viz. Lohardaga Forest Division & Gumla Forest Division. Each Division will spend as follow:

Financial Year - Amount (Lakhs) 2018-19 - 05.00 2019-20 - 05.00 Total : 10.00

(iv) Vaccination of domestic animals of nearby villages Vaccination of domestic animals of nearby villages is a very important programme from the point of the view of health of the wild life of the nearby forests. It ensures optimum productivity and diseases protection from the livestock. For it a budgetory provision of Rs. 0.60 Lakhs per year is proposed for

Site Specific Wildlife Conservation Plan Page - 15 - of Ch - V 187 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand. ten years to cost total Rs. 6.00 Lakhs. It will also be done in both Divisions – Lohardaga & Gumla Forest Division . Financial year Per year cost Total (Lakh) Work (Lakh) 2018-19 Vaccination of domestic To 0.60 06.00 animals of nearby villages. 2027-28 (10 years)

(v) Drinking water facility Drinking water facility to the forest fringe villages will be provided directly by the project proponent under it CSR activities as per detail & provisions mode in chapter 4 of this report.

(vi) Medical awareness & health camp The poor health condition of forest dwellers of nearby villages have always been a serious concern. It has been found that much casualty occurs due to non-availability of adequate medical facilities. Thus organising medical awareness camps with doctors etc. can be a boon to the people of the project area. In such camps necessary medical kits can be provided to the villagers. Such activities by the forest department will definitely help to gain the confidence of the people which ultimately will go a long way in the protection, conservation & overall management of the forest & wildlife of the area. For this provision of Rs 0.50 Lakhs per year is proposed for same and it will be done in both the Divisions – Lohardaga & Gumla Forest Division. This way a total of 10.00 Lakhs have been marked in ten years of time.

(vii) Vehicle for patrolling & protection of wildlife.

Patrolling for the sake of protection of forests & wildlife management. Thus it is suggested that two patrolling vehicles should be provided to both the Divisions – Lohardaga & Gumla Forest Divisions. For it each Division has been allocated a fund of 10.00 Lakhs. This way 20.00 Lakhs have been provided for the said purpose.

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(viii) Revolving fund for wildlife exigencies etc.

In wildlife management sometimes many emergency situations appear suddenly and thus to meet such exigencies or emergencies a revolving fund is proposed and for it each Division – Lohardaga & Gumla have been marked 5.00 Lakhs per Division. Thus a total of 10.00 Lakhs have been allocated for such exigencies.

(ix) Monitoring and Review Monitoring and review of the proposed plans are essential and thus accordingly it should be done on 4th and 7th year. The budget provisions are as follow:

Monitoring Total 2019-20 2021-22 2023-24 2025-26 and Review (Lakhs)

Lohardaga 1.00 1.00 1.00 1.00 4.00 Lakhs

Gumla 1.00 1.00 1.00 1.00 4.00 Lakhs

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Thus in this plan following is the work wise proposed budget for ten years from 2018-19 to 2027-28.

Sl.No. Work Total allocation (In Lakh) 1. Water conservation measures 60.00 2. Fund transfer to PTRF for habitat 60.00 improvement of wildlife corridor 3. Vocational training, skill development 20.00 & miscellaneous activities etc. 4. Vaccination of domestic animals 12.00 5. Medical awareness & health check up 10.00 6. Vehicle for patrolling & protection of 10.00 wildlife 7. Revolving fund for wildlife exigencies 10.00 etc. 8. Monitoring & review 08.00 Total 200.00

Year wise breakup of proposed budget is annexed with this report. (Annexure-04)

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(C) MONITORING OF ACTIVITIES UNDERTAKEN Monitoring is a very important aspect of any project. It is essential for the quality works and helps to achieve the excellence in every sphere. So frequent monitoring of the ongoing projects and its impact assessment has to be done by skilled professionals who are experts of forests and wildlife. Monitoring may be done by the forest department or experts from outside source can do this job.  Monitoring and evaluation of the plan in the impact area. Regular monitoring of activities carried out in the impact area is required for enhanced management. Adequate staff including female staff will be required to monitor illegal resource extraction or irresponsible behaviour (littering, camping, teasing animals) or outreach activities in the impact area. Well defined patrolling paths and routes should be identified and these should be monitored regularly particularly during sensitive hours when people go for fuel & collections. In addition records of all wildlife sightings must be done at regular interval or if possible or daily basis. Monitoring is needed to be focused on: (a) Habitat quality (b) Status of flora & fauna (c) Provision of ecosystem services and ecological indicators. It is further suggested that for regular monitoring of flora & fauna established protocols are to be used. Following monitoring programmes are recommended to meet the above mentioned purposes:

(i) Monitoring of vegetation parameters & habitat quality. Monitoring of vegetation is recommended at least once in two years. Special emphasis should be paid on:  Regeneration of dominant species.  Regeneration of NTPF & plants of medicinal value  Species richness  Species diversity  Change in density of the crop  Improvement in general health of the forest.

Site Specific Wildlife Conservation Plan Page - 19 - of Ch - V 191 Gems Projects Pvt. Ltd. MINERALS & MINERALS Ltd. Ranchi, Jharkhand. Lohardaga, Jharkhand.

(ii) Monitoring of invasive plant species. Monitoring of invasive plant species like Eupatorium, Lantana etc. is required to remove them from the forests for a healthy and sound development of dominant and other important plants in the forests. This monitoring should be carried out at least once in two years, so that appropriate actions may be taken to mitigate/prevent their invasion.

(iii) Monitoring of land use changes in the immediate vicinity of the forests: The impact area is surrounded by the villages all over. So influx of people cannot be denied. Sometimes activities like small hoteling, restaurants etc. may be apprehended which have negative impact on the health of the forest. Further encroachments for agricultural or other purposes also cannot be denied. So regular monitoring of land use changes in the immediate vicinity of the forests of the impact area is recommended. For it remote sensing data can be used to monitor changes in land use/land cover in the surrounding landscape development, agriculture, urban, sprawl, encroachment, changes in adjoining rivers & water bodies & also changes in vegetation cover. Such monitoring is better if it is done once in a year.

(iv) Monitoring of fuel wood usage is and around the impact area:  Special patrolling is essential to apprehend those cutting trees within the impact area either for fuel wood or timber.  Home guards with lady members can be utilized for patrolling.  Ban on the use of fire wood in nearby hotels etc.  Awareness campaign among the people against the extraction of fire wood from the forest as it is illegal.

(v) Socio-economic assessment of forest dependency and extraction patterns:  In the forest fringe villages socio-economic dependencies of local communities must be assessed in the impact area.  The amount of forest biomass extracted annually must be determined along with the number of households which are

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dependent on the forest for subsitence or scale. It should be done once in a year.  Decreasing dependency over the years will be an indicator of the success of the eco-development programmes.

(vi) Training of staff: It is recommended that the field staff of the impact area be sent for training to understand-  The importance of protection of existing root stock.  Avoiding plantation of exotic species.  To understand how to identify and census wildlife, write management plans and device appropriate strategies.  Expertise to develop report with the local people & communities.

(D) Plan period Plan period this site specific wildlife management plan is 2018-19 to 2027-28 for TEN years and the budgetary provisions have been made for the same.

(E) Review of activities The activities will be reviewed every alternate year and interim review for the modification will be taken in the 4th and 7th year. Total budget of Rs 7.00 Lakhs has been allocated for this.

(F) Discretion of the forest department Although the above proposals have been made and submitted for the improvement of the forest & wildlife after through discussions with the forest officials, the forest department is free to make any change/alteration in the above activities if it feels so for the betterment of the forest & wildlife of the impact area.

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(G) UNDERTAKINGS (i) The project proponent undertakes to bear the cost of price escalation and/or differential wages in case of price rise or wage hike. (ii) The location and map of the area of the proposed intervention is shown in appropriate maps which are enclosed. (iii) Appropriate provision has been made in this plan for monitoring & evaluation. (iv) This plan is prepared for a period of TEN years. However interim revision or modification can be made whenever required.

Photo: Principal expert inspecting Amtipani PF with the ROF & project proponent officer.

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Photo: Principal expert discussing the proposed works (schemes) in the impact area (Lohardaga & Gumla Forest Division) with the RCCF, Ranchi.

Photo: Principal expert discussing with the RCCF, Ranchi & CF, Gumla.

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ANNEXURES

196 ANNEXURE-01 Scheme of Reclamation of mined area by filling and afforestation (For 1.00 Acre (1000 plants)) Sl.No. Work Rate per plant Total cost (Lakh) 1. Filling of mined area as L.S 4.00 per guidelines 2. Pit digging (Spacing: Rs. 5.00 0.050 2M*2M Size:0.3M*0.3M*0.3M) 3. Cost of plant Rs. 20.00 0.20 4. Plantation Rs. 5.80 0.058 5. Two Weeding & Hoeing Rs. 6.60 0.066 6. Manures & Chemicals Rs. 1.60 0.016 (Insecticides) Total: 4.39

Maintenance: Maintenance of the plantation includes one Weeding/Hoeing, applying of manures & insecticides and replacement. The rate of maintenance per plant is taken as average Rs 6.00 per year thus Rs 6000.00 per Acre (1000 plants).

The rates of pit digging, plantation, Weeding/Hoeing, manures/chemicals and maintenance have been calculated on the basis of the general plantation (2500 plants per Ha) of the forest department.

197 Annexure-02

Budget Provisions from 2018-19 to 2027-28 for ten years to meet out the intervention by the project authorities in the project area (In Lakhs)

Sl. No. Work 2018-19 2019-20 2020-21 2021-22 2022-23 2023-24 2024-25 2025-26 2026-27 2027-28 Total

1 Air Pollution 6.00 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 8.25

2 Noise Pollution 4.00 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 5.80

Reclamation of 3 - - - 4.39 0.06 0.06 0.06 4.39 0.06 0.06 9.08 Mined Area

Deep bore Hand 4 2.50 2.50 2.50 ------7.50 pump

5 Green Belt Creation - 23.42 0.80 0.72 0.81 0.27 0.31 - - - 26.33

6 Artificial Nests (100) - 1.50 ------1.50

Total 12.50 27.85 3.75 5.56 1.32 0.78 0.82 4.84 0.51 0.51 58.66

198 TEN YEARS (2018-19 to 2027-28) PROPOSED BUDGET FOR EXPENDITURE TO BE INCURRED BY THE STATE (DFO, LOHARDAGA & GUMLA FOREST DIVISION) (Amount in Lakhs)

Works Forest 2018- 2019- 2020- 2021- 2022- 2023- 2024- 2025- 2026- 2027- Total (Division Absolute SL. No. Division 19 20 21 22 23 24 25 26 27 28 Wise) Total Water Conservation Lohardaga 28.00 14.00 ------42.00 1. Measures (Check 60.00 Dams) Gumla 18.00 ------18.00 Fund Transfer to PTRF For Habitat 2. Lohardaga 25.00 25.00 15.00 ------60.00 60.00 Improvement of Wildlife Corridor Vocational Training, skill development Lohardaga 05.00 05.00 ------10.00 3. 20.00 and miscellaneous activities etc. Gumla 05.00 05.00 ------10.00 Vaccination of Lohardaga 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 06.00 4. 12.00 Domestic animals Gumla 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 06.00

Medical awareness Lohardaga 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 05.00 5. 10.00 &Health Check up Gumla 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 05.00 Vehicle for Lohardaga 10.00 ------patrolling and 6. 20.00 protection of Gumla wildlife 10.00 ------Revolving fund for Lohardaga 05.00 ------05.00 7. wildlife exgiencies 10.00 etc. Gumla 05.00 ------05.00 Monitoring & Lohardaga - 1.00 - 1.00 - 1.00 - 1.00 - - 04.00 8. 08.00 Review Gumla - 1.00 - 1.00 - 1.00 - 1.00 - - 04.00 Total 113.20 48.20 17.20 4.20 2.20 4.20 2.00 4.20 2.20 2.20 200.00 200.00

ABSTRACT

(1) Lohardaga Forest Division) – 152.00 (2) Gumla Forest Division - 48.00 Total - 200.00 Lakhs

199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 EMP COST BREAKUP

S. No. Particulars Budget (Rs. In Crore) Cost for EMP Cost for Environment Protection 1.81 1. Budget for addressing the Public Hearing issues 0.96 Total Capital Cost for EMP 2.77 2. Recurring Cost for EMP 0.60

Breakup of EMP budget for environment protection is given below:

S. No. Activities Capital Cost Recurring (Lakhs) (Lakhs) A. Air Quality monitoring and Protection Mitigative Measures 1. One tanker mounted water sprinkling system for other roads & for mining 25 20 activities 2. Development for Greenbelt in 7.5 m wide safety zone all along the mine lease 28 3.0 boundary as per CPCB guidelines. 3. Plantation on safety zone along road etc. 18 3.0 Monitoring 1. Online Ambient Air Quality Monitoring Station & display board at main gate 15 1.0 2. Four Ambient Air Quality Monitoring Station at Village Amtipani, Chirodih and 2.0 1.10 Bahagarha B. Water Quality monitoring and Preservation Mitigative Measures 1. o Construction of garland drains, settling tanks and siltation pits/sump around 1.5 0.5 the mine working and dumps. o Construction of retaining wall Monitoring 1. Installation of piezometers along the periphery in the premises 1.0 - 2. o Water quality and level monitoring at mine site and villages - 0.45600 o Monitoring of River and nallah (Flow and quality-inlet & outlet). (03 Location) o Workshop Waste water quality analyses 0.15200 (01 Location) 0.04560 (01 Location) / annum 3. Installation of modular STP and waste water quality monitoring 40 0.01140 (01 Location for quality monitoring)

224 EMP COST BREAKUP

/annum 4. Development of Rainwater Harvesting System 1.5 - C. Noise and Vibration monitoring and Preservation 1. o The Peak particle velocity monitoring for nearest habitation i.e. Village 4.0 - Amtipani, Chirodih and Bahagarha 0.02960 (04 o Noise Level Monitoring in core and buffer zone Location)/annu m D. Occupational Health & Safety 1. o Appointment an Occupational Health Specialist for Regular as well as Periodical 40 25 medical examination. Occupational Heath Check-ups of workers annually. o Occupational health surveillance 2. Action plan for addressing the issues raised during the public hearing with 96.0 budgetary provision F Miscellaneous 1 Digital mapping of the entire lease area once in five years 5.0 2 Other if any -- Miscellaneous - 5.0 Total 277 60

225 M/s MINERALS & MINERALS LTD.

PROJECT REPORT ON DIVERSION OF VILLAGE ROAD, CROSSING AMTIPANI-CHIRODIH MINING LEASE AREA IN THE MIDDLE (NORTH - SOUTH)

Prepared By :- SEP 2019 GEMS PROJECTS PVT. LTD. Pundag, Argora, Ranchi Jharkhand Mob. No.: +91 9431115961, 9934307900

226

C O N T E N T

CHAPTER PARTICULARS TABLE/MAPS PAGE NO. I REPORT

1.0 Introduction 1

2.0 Location and Approach of M.L area 2

3.0 Selection of Alternative Route 2

4.0 Topography 3

5.0 Drainage 3

6.0 Climate 3

7.0 Rainfall 4

Rainfall Data Table-7.01 5

8.0 Population 6

9.0 Road Width 7

10.0 Geometric design Standards 7

11.0 Cost Estimate 17 - 30

12.0 Maps & Drawings 31

227 R E P O R T

1.0 INTRODUCTION

M/s Minerals & Minerals Ltd., a sister concern of Hindalco Industries Ltd.

having registered office at court road in Lohardaga district, Jharkhand has

been granted mining lease area over an area of 130.01Ha for Bauxite Ore

mining by the Govt. of Jharkhand vide letter no. B.M-4-1047/94 59 M, Ranchi

dated – 10-01-2017 for period of 50 years in villages Amtipani, Chirodih and

Bahagara, Block – Bishunpur, Dist.- Gumla, State – Jharkhand.

The proposed construction capacity from this mining lease area is 4.5 lakh

T.P.A.

Mining operation will be carried out by fully mechanized open cast method

with drilling and blasting.

A village road (Kutcha Road) is passing in the middle throughout the Mining

lease area in the middle from south to north connecting small-villages like

Dumber pet, Dipa Kujam, Koinar toil in south via mining lease area to

Chapakone, Amtipani, Lodapat, Jobhipat in north.

It was decided by the company to divert this road from the middle of the

mining leave area to a convenient path towards edge of the Mining lease area

by detouring with an alternative route within the M.L area for accessing by

the villagers in one lane and mining transportation in other lane. Existing

1

228 road inside Mining lease area and proposed alignment for the diversion of

road inside M.L. area is shown in Map-1.

M/s GEMS PROJECT PVT. LTD., Ranchi was allotted by the company to

prepare a D.P.R for the diversion of village road within the Mining Lease

Area.

2.0 LOCATION AND APPROACH OF M.L AREA

Location Co-ordinate Approach

Village - Amtipani, Lat- 230 10’ 10.801”N to (i) Highway SH-9 – 5.5Km Chirodih & Bahagara, 230 21’ 25.361”N (ii) Railway Station – Lohardaga – 45Km Block - Bishunpur (iii) Nearest Airport – Ranchi – 107Km Dist. - Gumla Long- 840 17’ 6.782”E to (Jharkhand) 840 17’ 41.044”E

3.0 SELECTION OF AN ALTERNATIVE ROUTE

An alternative route for diversion of road towards the western side crossing

the mining lease area in north-south direction was located before safety

barrier. The width of the road is kept 15.5 m including 1.75 m shoulder and

drainage system on either side.

5.5 m carriage way is proposed for village road for the use of villagers

towards the edge of the M.L. area and another 5.5 m carriage way is proposed

2

229 for facilitating Mining Operation by the company. Between these two roads

1.0 m space is provided for divider.

Plan of an alternative route within the boundary of mining lease area is

shown in surface plan (enclosed).

4.0 TOPOGRAPHY

The mining lease area is elongated from North to South and is polygonal in

shape. Slopes are gradually all around the study area. General slopes of the

surface is towards eastern and western scarp of the study area Almost all the

area is covered with soil and cultivable land.

5.0 DRAINAGE

Rainwater drains down the escarpments the natural slope of the area acts as

the drainage system.

6.0 CLIMATE

In winter season January is the coolest month with the mean daily

temperature 14.40 C. During summer i.e, March to May it was observed to be

38.2 with mean minimum temperature at 23.40C.

3

230 The air is generally humid during monsoon season when the maximum

relative humidity was observed 81%. Minimum humidity is observed during

pre-monsoon season with 25%. Generally the weather during other seasons

was observed to be dry.

7.0 RAINFALL

The monthly rainfall data in monsoon months (June to October) of block

Bishunpur for last 19 years (2000 to 2018) here collected from the statistical

department Gumla (Jharkhand) and observed the average rainfall in

monsoon months as 944.20mm. (Rainfall data enclosed at Table-7.01).

4

231 Table – 7.01

Rainfall Data of Monsoon Months

Block – Bishnupur Unit - MM

District - Gumla

MONSOON Sl. YIELD IN DEPENDABILITY Year JUN JUL AUG SEP OCT TOTAL No. DESCENDING M/N+1x100% ORDER 1 2000 325.25 230.00 147.00 283.00 24.00 1009.25 1457.70 5.0 2 2001 209.00 448.20 155.00 60.20 0.00 872.40 1283.50 10.0 3 2002 120.00 247.00 219.00 17.00 44.00 647.00 1216.40 15.0 4 2003 112.60 142.60 342.70 302.50 216.50 1116.90 1116.90 20.0 5 2004 120.50 188.50 229.20 299.40 51.30 888.90 1088.60 25.0 6 2005 190.50 303.00 181.25 184.40 30.20 889.35 1064.20 30.0 7 2006 169.00 347.50 396.50 134.20 17.00 1064.20 1009.25 35.0 8 2007 72.80 250.50 413.80 306.70 44.80 1088.60 934.90 40.0 9 2008 120.00 247.00 219.00 219.00 44.00 849.00 889.35 45.0 10 2009 120.00 247.00 219.00 219.00 44.00 849.00 888.90 50.0 11 2010 120.00 247.00 219.00 219.00 44.00 849.00 872.40 55.0 12 2011 289.00 296.80 322.80 296.80 11.00 1216.40 860.50 60.0 13 2012 127.00 225.60 156.60 132.10 55.20 695.50 849.00 65.0 14 2013 177.20 130.30 123.50 142.20 227.50 800.70 849.00 70.0 15 2014 69.80 185.50 186.40 101.20 22.70 565.60 849.00 75.0 16 2015 2.00 467.90 251.20 106.20 33.10 860.50 800.70 80.0 17 2016 123.80 401.60 675.80 181.00 76.20 1457.70 696.50 85.0 18 2017 140.00 417.90 309.30 84.60 31.70 1283.50 647.00 90.0 19 2018 169.30 362.40 270.80 132.40 0.00 934.90 565.60 95.0 TOTAL 2777.75 5686.30 5037.25 3420.90 1017.20 17939.400 AVG. 146.20 299.28 265.12 180.05 53.54 944.20

5

232 8.0 POPULATION

Small villages (Tola) and respective populations being served by the proposed diverted road are placed at Table-8.01.

Table – 8.01

Sl. No. Name of Village/Tola Population (Nos.) 1 Dumbarpat 200 2 Dipa Kujam 1000 3 Koinartoli 200 4 Chauradih 300 5 Amtipani 5000 6 Chapakone 500 7 Karkatpat 1000 8 Lodapat 500 Total 8700

9.0 ROAD WIDTH

The existing width of the village road varies from 3.0 to 5.0m. The proposed

road has a width of 12 m. Total width including shoulder of 1.75m both side

comes to 15.5m. The proposed width of 12m is divided into two parts each of

5.5m carriage way and in between 1.0 m is kept as divider. One part of the

road will be used by the villagers whereas the other will be used for mining

transportation.

6

233 10.0 GEOMETRIC DESIGN STANDARD

10.1 Geometric design standards recommended by Rural Road Manual (RRM)

I.R.C:20:2002 have been followed for the design of the road.

10.2 Terrain classification

The terrain is classified as slopy.

10.3 Road way width

The road way width i.e, carriage way adopted for both part of road is 5.5m

separately with shoulder width 1.75 on either side of the carriage way.

10.4 Camber

Camber & Super elevation

A camber adopted on this road section is given below. The maximum super

elevation is 7% for this project road.

Surface type Camber (%) High rainfall (Annual rainfall <1000mm) Thin bituminous Road 3.5% Rigid Pavement 2.5%

7

234 10.5 Design speed

The road has been designed for a speed of 40 km/hour except at sharp curves.

10.6 Sight distance

The road has been designed for a stopping sight distance of 45m which is

appropriate for a design speed of 40km/hr. However for vertical curve SSD of

60m corresponding to speed of 50km/hr has been opted.

(a) 40KMPH SSDLM ISD (M) OSD (M)

45 90 165

10.7 Horizontal Curves

There are frequent sharp horizontal curves along the proposed diverted road;

however due to the restriction of M.L area boundary it become difficult to

improve. Horizontal curves are designed for a design speed of 40km/hr with

appropriate transition curves and super elevation. The minimum radius of

curve recommended by SP-20 has been taken into consideration.

According to IRC recommendations/standards, the minimum radius of

horizontal curve for this project road is given below:

8

235 Radius of Horizontal Curve (m) Terrain Category Ruling Minimum Absolute Minimum Plain 90 60

To minimize extra land arrangement, minimum radius is 20 m and design

speed in these curves are also restricted to 20 km/hr.

All the horizontal curves are provided with transition curves. The maximum

super elevation is 7% has been adopted. The horizontal curve details are

enclosed in Annexure. The maximum gradient adopted in the project is

generally 3.3%. The minimum length of vertical curve is 30m.

10.8 Topographical Survey

The topographical survey was conducted through Total Station and Auto

Level machine. The data was processed by Auto-Plotter and related software.

L-Section and Cross-Section were prepared and enclosed at Annexure. TBM

were established at site.

10.9 Pavement Design

Typical c/s of road with details are enclosed at Annexure.

For the pavement design flexible pavement has been considered.

9

236 The area receives monsoon rainfall as 994 mm. 20 mm premix carpet with

seal coat is provided as a wearing surface.

10.10 Hydraulic Survey

There was no any defined channel found which required hydraulic detailing.

10.11 Cost Estimate

Cost Estimate of the road project is prepared with reference to the prevailing

schedule of rate of RCD, Govt. of Jharkhand for the year 2018.

10.12 ECOP

ECOP is included, striping, storing and preservation of top soil from road

width has been provided. Where ever need. Striping, Storing and relaying

Top soil from borrow areas in agricultural fields and seeding and mulching.

10.13 Water for Construction

Surface water from the nearby river/nallah/ponds using water tanker fitted

with diesel pump may be used for construction of road.

10

237 10.14 Waste Management

Waste and debris generated through construction activity can be reused and

if not, it will be disposed off in a manner that they do not cause siltation to

ponds or channels. In this regard, tipping of waste into stream channels,

water bodies, forests and vegetated slopes will be avoided.

10.15 Traffic Safety

Proper measures have been taken for the traffic safety like-

i. Placing road guard post.

ii. Speed restriction sign.

iii. Sharp turn sign.

iv. Diversion of road sign.

v. Other sign as required conforming to IRC-67.

10.16 Technical Specification

 Preparation of Ground before Construction of Embankment

The level of the proposed track generally leveled to the required grade

and alignment and compacted. Before undertaking this activity the

embankment has to be widened as per the requirement. The

embankments have to be cleaned by stripping the surface to a depth of

11

238 500 mm in order to remove vegetation and organic soil. Widening of

the embankment layers shall be done with earthen layers of thickness

not exceeding 150mm. The soil used in embankment shall conform to

the Technical specifications. Each layer shall be compacted as specified

before placing another layer. Mixing the soil water to bring the

moisture content to OMC level and compacting the surface with a

vibratory/static roller. Whatever WBM material from the existing road

can be salvaged, it shall be mixed with top layer of the subgrade

during construction. The embankment layers shall be compacted to a

minimum of 97% of standard proctor Density. The method of

construction and sequence of operation will be as detailed in MORD

specification for Rural Roads clause 301.

No layer of Earthwork in embankment subgrade should be left without

protection.

 Sub-Grade

Top 300mm of cutting or embankment at the formation level is

considered as sub-grade. Compaction to be achieved is 100 percent of

standard proctor. For embankment the soil below 300mm be

compacted to minimum of 97% of standard proctor compaction. In case

CBR is less than 3% measures be adopted to achieve desirable

standards for soil. (Soil stabilization)

 Construction of sub Base/Base

12

239  Granular Sub-Base

The sub base will be built with granular sub bas material Grading III.

The soaked CBR value should not be less than 15% and LL & PL

should be in between 25 & 6.

The sequence of construction for the granular sub base should be as

per MORD specification for Rural Roads clause 401.

Sub-base is a layer of selected material placed on the subgrade

compacted to 98 percent of the IS heavy compaction. Generally it

consists of locally available, relatively low strength inexpensive

material. The principal function of the sub-base is to distribute the

stresses over a wide area of the subgrade imposed by traffic and to

ensure that no subgrade material intrude in to the base course and

visa versa. The material to be used for the work shall be natural sand,

moorum, gravel, crushed stone, crushed slag, granulated slag, crushed

concrete, brick metal and kankar, etc. The material shall be free form

organic or other deleterious material. The material shall be free from

organic or other deleterious material. The material shall have 9

percent fines value of 50 KN or more (for sample in soaked condition)

when tested in compliance with BS:812(part 3)-1975.

No layer of GSB in embankment sub-grade be left without protection.

Table 4001

13

240 The sub-base material should have minimum soaked CBR of 15

percent. Material component of sub-base passing 425 micron IS sieve

when tested in accordance with [IS:2720(part 5)- 1985] should have

liquid limit and plasticity index not more than 25 and 6 respectively.

10.17 WMM (Wet Mix Mecadam)

Aggregates used are of the smaller sites, varies between the 4.75mm to

20mm sites and the binders (stone dust or quarry dust having PI not less

than 6% are premixed in a batching plant or in a mixing machine. Then they

are brought to the site for overlaying and compacation.

The PI of the binding material is kept low because it should be a sound and

non-plastic material.

10.18 Construction of Bituminous Course

i. Prime Coat

After the construction of granular surface, the pavement surface

should be cleaned and surface prepared as per MORD specification

clause-501. Single coat of prime coat with low viscosity and slow

setting should be applied over the granular surface. Table 500.1 of

specification for rural roads gives guidelines for requirements of

14

241 viscosity and quantity of bituminous material for priming purpose.

Since the surface is granular the kinetic viscosity of the prime at 60 C

should be in the range of 30-60 centistokes and quantity of bitumen

should be 7-10kg per 10sqm.

The sequence of laying of the primer should be as detailed in the

MORD specification for rural roads clause-502.4.

10.19 Tack Coat

After application of prime coat, the pavement surface shall be prepared as

per MORD Specification Clause 503.4.2 before application of Tack Coat.

Single coat of Tack coat with low viscosity liquid with rapid setting

bituminous material should be applied over the prime coat before laying the

bituminous course. For tack coat Bitumen Emulsion should be used. Table

500.2 of MORD Specification suggests that the quantity of bitumen emulsion

should be 0.25 to 0.30 kg per sq.m.

The sequence of laying of the tack coat should be as detailed in the MORD

Specification for Rural Roads Clause 503.4.

15

242 10.20 Premix carpet

20 mm thick premix carpet will be applied on the WMM top layer. The

grading requirements of the chips shall be based on Table 500.13 of MORD

Specification for Rural Roads.

The method of laying and spreading of the binder and chips shall be as laid

down in MORD Specification for Rural Roads clause 508.1.3.

Premix coat with seal coat (type ‘A’): The bituminous wearing course consists

of premix carpet with seal coat laid over WBM base course. Bituminous

wearing course must be made up of good quality aggregates with aggregate

impact value not exceeding 30 percent in order to reduce degradation of the

aggregates by crushing.

The binder shall be bitumen of a suitable grade appropriate to region, traffic,

rainfall and other environmental conditions as directed by the Engineer and

satisfying the requirements of IS: 73-1992, 217-1988, 454-1994 or other

approved emulsion as applicable. The stone polishing value as measure by

BS:812 (part 114)-1989 shall not be less than 55.

The method of laying and spreading shall be as laid down in MORD

specification clause 510.3.

16

243 10.21 Seal Coat

5mm thick premix will be applied on 20mm thick premix carpet.

11.0 COST ESTIMATE

Cost Estimate of the project with item wise detailing is estimated to be

…………… with reference to the prevailing schedule of rates of RCD,

Jharkhand w.e.f. 2018.

17

244 Detail Estimate for the construction of diverted Road in Amtipani, Chirodih Mining Lease Area (For Mining Purpose)

Length of Road Block - Bishunpur Dist. - Gumla Sl. SOR Length Width Depth Rate Descritption of Item Nos Qty Unit Amount (Rs.) No. No. (M) (M) (M) (Rs.) 1 1.6 SETTING OUT WORK

Setting out work completed with construction of benchmark (minimum 1 per Km), working benchmark (minimum 4 per Km), made of brickmasonary or concrete and reference pillars made of precast concrete poles/concrete (M 10) filled AC pipes @ 100 m interval or as 1 3405 - - 3.405 Km 3994.55 13601.44

required on both sides of the formation width, marking on centre line settting out curves and recording of central line levels and other required levels and distances etc. including setting out of Cross Drainage structures with required reference pillers and markings as directed by engineer-in-charge.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier 2 2.2 (B) and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (a) In area of light Jungle - 3405 7.75 - 2.64 (c) For Ramp 3 10 7.5 - 0.02 TOTAL 2.66 Ha 39349 104668.34

18

245 EARTH WORK 3 3.19 Compacting original ground supporting sub Case-I grade (Loosening of the ground upto a level of 300mm below the subgrade level, watered,

graded and compacted in layers to meet requirement of Table-300-2 for subgrade construction. (ii) Rolling with smooth wheeled roller from Cross Section 5110 cum 65 332150.00 4 3.24 Surface Drains in Soil Construction of unlined surface drains of avg/ c/s area 0.40 sqm in soil to specified lines grades, levels and dimensions to the requirement of clause 301 & 309. Excavated waterial to be used in embankment within a lead of 50m (Avg. lead 25m) Take 40% of length B By Manual means 1362 - - 1362 M 60 81720.00 5 3.1 Excavation in soil by manual means Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankement site with all lifts and (ii) lead upto 1000m including Royalty @ 30/cum from Cross Section 36500 cum 247 9015500.00 with cost of watering, roling and compaction. (As per earthwork calculation chart) Construction of embankment with material 6 3.17 obtained from Roadway cutting Construction of Embankment with material deposited from roadway cutting and excavation from Cross Section 41916.9 m3 123 5155778.70 from drain and foundation of other structures (ii) graded and compacted to meet requirement of table (300-2) Rolling with smooth wheeled roller

19

246 7 3.16 Construction of Embankment with Material obtained from borrow pit Construction of Embankment with approved material obtained from borrow pits with all lifts and leads transporting to site, spreading,

grading to required slope and compacting to meet requirement of Table-300-2 Rolling with smooth wheeled roller from Cross Section 5028 Ramp 3 10 7.5 0.15 33.75 TOTAL 5061.75 m3 199.00 1007288.25 Construction of sub grade and Earthen 8 3.18 Shoulders Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to 1 3405 6.0 0.15 3064.50 required slope and compacted to meet requirement of Table No-300-2. Rolling with smooth wheeled roller Construction of earthen shoulder 1 3405 1.75 0.15 893.81 cum 65 TOTAL 3958.31 cum 65.00 257290.31 GRANULAR SUB-BASE 9 4.1(B) Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibrator roller to achieve the desired density complete as per clause 4.01. For grading-I material (i) For Ramp 3 10 7.5 0.225 50.63 (ii) GSB for BT Road 1 3405 5.5 0.225 4213.69

20

247 (iii) Bell mouth entry provided at start point and 3 20 10 0.225 135.00 other approach/Junction (iv) Add extra quanity for Horizontal curves 250 3 0.225 168.75 TOTAL 4568.06 m3 1095 5002028.44 10 4.12 WMM (Wet Mix Mecadam) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadum specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to sites

laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. With smooth 3 wheeled steel roller (i) For BT Road 3405 5.5 0.225 4213.69 Bell mouth entry provided at start point and (ii) other approach/junction 3 20 10 0.225 45.00

(iii) Add extra quantity for horizontal curve 250 3 0.225 168.75 TOTAL 4427.44 m3 1329 5884064.44 BITUMEN WORK 11 5.4 50mm thick Bituminous Penetration Macadam (i) Construction of penetration mecadum over prepared base by providing a layer of compacted crushed course aggregate using chips spreader with alternate applications of 1 3405 5.5 18727.5 bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction. (ii) Bell mouth entry provided at start point and 3 10 7.5 225 other approach/Junction (iii) Add extra quantity for horizontal curve 250 3 750 Total 19702.5 M2 253.00 4984732.50

21

248 12 5.9 SURFFACE DRESSING (i) Surface dressing providing as wearing course in single coat using crushed stone aggreegates of Special site and layer of bituminous binder laid 1 3405 5.5 - 18727.5 on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. Case-I - 20mm nominal chipping size. (ii) Bell mouth entry provided at start point and 3 10 7.5 - 225 other approach/Junction

(iii) Add extra quantity for horizontal curve 250 3 - 750 Total 19702.5 M2 65.00 1280662.50 13 5.15 SLURRY SEAL (i) Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road

surface including cleaning of surface, mixing of 1 3405 5.5 18727.5 slurry real in a suitable mobile plant, laying and compacting to provide even riding surface 5mm thickness. (ii) Bell mouth entry provided at start point and 3 10 7.5 225 other approach/Junction

(iii) Add extra quantity for horizontal curve 250 3 750 Total 19702.5 M2 57.00 1123042.50 14 8.4 TRAFFIC SIGN BOARDS FOR SAFETY 7 Each 3430.00 24010.00 MEASURE

22

249 HORTICULTURE 15 11.2 Grassing with Doobs grass including watring and maintanance of the lawn for 30 days or

more till the grass form a thick lawn free from 1 3405 0.5 - 1702.5 m2 10.20 17365.50 weeds and fit for mooving including supply good earth if needed.

Sub Total 34283902.92 GST @ 12% 4114068.35 Total 38397971.27 Add 1% Labour cess 383979.71 Add 0.5% Contigency 191989.86 Grand Total 38973940.84 Say 39000000.00 (Rupees Three Crore Ninty Lacs only)

23

250 Detail Estimate for the construction of diverted Road in Amtipani, Chirodih Mining Lease Area (For Villagers Access) Length of Road Block - Bishunpur Dist. - Gumla Sl. SOR Length Width Depth Rate Descritption of Item Nos Qty Unit Amount (Rs.) No. No. (M) (M) (M) (Rs.) 1 1.6 SETTING OUT WORK

Setting out work completed with construction of benchmark (minimum 1 per Km), working benchmark (minimum 4 per Km), made of brickmasonary or concrete and reference pillars made of precast concrete poles/concrete (M 10) filled AC pipes @ 100 m interval or as

required on both sides of the formation width, marking on centre line settting out curves and recording of central line levels and other required levels and distances etc. including setting out of Cross Drainage structures with required reference pillers and markings as directed by engineer-in-charge. 1 3405 - - 3.405 Km 3994.55 13601.44 2 2.2 (B) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (a) In area of light Jungle - 3405 7.75 - 2.64 (c) For Ramp 3 10 7.5 - 0.02 TOTAL 2.66 Ha 39349 104668.34

24

251 EARTH WORK 3 3.19 Compacting original ground supporting sub Case-I grade (Loosening of the ground upto a level of 300mm below the subgrade level, watered,

graded and compacted in layers to meet requirement of Table-300-2 for subgrade construction. (ii) Rolling with smooth wheeled roller from Cross Section 5110 cum 65 332150.00 4 3.24 Surface Drains in Soil Construction of unlined surface drains of avg/ c/s area 0.40 sqm in soil to specified lines grades, levels and dimensions to the requirement of clause 301 & 309. Excavated waterial to be used in embankment within a lead of 50m (Avg. lead 25m) Take 40% of length B By Manual means 1362 - - 1362 M 60 81720.00 5 3.1 Excavation in soil by manual means Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankement site with all lifts and (ii) lead upto 1000m including Royalty @ 30/cum from Cross Section 30474 cum 247 7527078.00 with cost of watering, roling and compaction. (As per earthwork calculation chart) Construction of embankment with material 6 3.17 obtained from Roadway cutting Construction of Embankment with material deposited from roadway cutting and excavation from Cross Section 41916.9 m3 123 5155778.70 from drain and foundation of other structures (ii) graded and compacted to meet requirement of table (300-2) Rolling with smooth wheeled roller

25

252 7 3.16 Construction of Embankment with Material obtained from borrow pit Construction of Embankment with approved material obtained from borrow pits with all lifts and leads transporting to site, spreading,

grading to required slope and compacting to meet requirement of Table-300-2 Rolling with smooth wheeled roller from Cross Section 5028 Ramp 3 10 7.5 0.15 33.75 TOTAL 5061.75 m3 199.00 1007288.25 Construction of sub grade and Earthen 8 3.18 Shoulders Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to 1 3405 6.0 0.15 3064.50 required slope and compacted to meet requirement of Table No-300-2. Rolling with smooth wheeled roller Construction of earthen shoulder 1 3405 1.75 0.15 893.81 TOTAL 3958.31 cum 65.00 257290.31 GRANULAR SUB-BASE 9 4.1(B) Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibrator roller to achieve the desired density complete as per clause 4.01. For grading-I material (i) For Ramp 3 10 7.5 0.125 28.13 (ii) GSB for BT Road 1 3405 6 0.125 2553.75

26

253 Bell mouth entry provided at start point and (iii) 3 10 7.5 0.125 28.13 other approach/Junction

(iv) Add extra quanity for Horizontal curves 1 250 3 0.125 93.75

TOTAL 2703.75 m3 1095 2960606.25

10 4.9 WBM Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel Roller in stages to proper grade and camber, (ii) (a) applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-II (Using Screeing Crushable type such as Moorum or Gravel) With smooth 3 wheeled steel roller

(ii) For BT Road 1 3405 5.5 0.075 1404.56 Bell mouth entry provided at start point and (iii) 3 10 7.5 0.075 16.88 other approach/junction

(iv) Add extra quantity for horizontal curve 1 250 3 0.075 56.25

1477.69 m3 1160 1714117.50 TOTAL

27

254 11 4.9 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel Roller in stages to proper grade and camber, (iii) (a) applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-III (Using Screeing Crushable type such as Moorum or Gravel) With smooth 3 wheeled steel roller

(ii) For BT Road 1 3405 5.5 0.075 1404.56 Bell mouth entry provided at start point and (iii) other approach/junction 3 10 7.5 0.075 16.88 (iv) Add extra quantity for horizontal curve 1 250 3 0.075 56.25 TOTAL 1477.69 m3 1186.00 1752537.38 BITUMEN WORK 12 5.1 Prime Coat (i) Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface 1 3405 5.5 - 18727.5 and spraying primer at the rate of 0.60kg/sqm using mechanical means. (iii) Bell mouth entry provided at start point and 3 10 7.5 - 225 other approach/Junction (iv) Add extra quantity for horizontal curve 1 250 3 - 750

2 Total 19702.5 M 28.00 551670.00

28

255 13 5.2 Tack Coat (i) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2kg.sqm on the prepared 1 3405 5.5 - 18727.5 bituminous/granular surface cleaned with mechanical broom. (iii) Bell mouth entry provided at start point and 3 10 7.5 - 225 other approach/Junction (iv) Add extra quantity for horizontal curve 1 250 3 - 750 Total 19702.5 M2 28.00 551670.00 14 5.9 SURFFACE DRESSING (i) Surface dressing providing as wearing course in single coat using crushed stone aggreegates of Special site and layer of bituminous binder laid on prepared surface and rolling with 8-10 1 3405 5.5 - 18727.5 tonne smooth wheeled steel roller. Case-I - 20mm nominal chipping size. (ii) Bell mouth entry provided at start point and 3 10 7.5 - 225 other approach/Junction (iii) Add extra quantity for horizontal curve 1 250 3 - 750 Total 19702.5 M2 65.00 1280662.50 15 5.15 SLURRY SEAL (i) Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of 1 3405 5.5 - 18727.5 slurry real in a suitable mobile plant, laying and compacting to provide even riding surface 5mm thickness. (ii) Bell mouth entry provided at start point and 3 10 7.5 - 225 other approach/Junction (iii) Add extra quantity for horizontal curve 1 250 3 - 750 Total 19702.5 M2 57.00 1123042.50

29

256 16 8.4 TRAFFIC SIGN BOARDS FOR SAFETY 7 Each 3430.00 24010.00 MEASURE HORTICULTURE 17 11.2 Grassing with Doobs grass including watring and maintanance of the lawn for 30 days or more till the grass form a thick lawn free from 1 3405 0.5 - 1702.5 m2 10.20 17365.50 weeds and fit for mooving including supply good earth if needed.

TOTAL 24455256.67 GST @ 12% 2934630.80 Total 27389887.47 Add 1% Labour cess 273898.87 Add 0.5% Contigency 136949.44 Grand Total 27800735.78 Say 27800000.00 (Rupees Two Crore Seventy Eight Lacs only)

30

257

12.0 MAPS & DRAWINGS

i. Existing Road and its proposed diversion inside M.L. Area is shwn in

Map-1.

ii. L/Section and c/s at 30 m interval of proposed diversion of road inside

M.L area is enclosed at Annexure-II.

iii. A typical c/s of road showing details of sub-grade and pavement

enclosed at Annexure-I.

31

258

MAPS & DRAWINGS

SL. PARTICULARS MAPS/ANNEXURES NO. 1 Map showing existing road and proposed MAP-1 diversion on Mining Lease Area 2 Diversion of road shown in surface plan MAP-2

3 Typical cross section of road Annexure-1

4 L-Section and cross section of road at 30m Annexure-2 interval

259 LEGEND;- AMTIPANI CHIRODIH BAUXITE DEPOSIT IN VILLAGE- AMTIPANI, CHIRODIH & BAHAGARA, THANA - BISHUNPUR, DISTRICT- GUMLA (JHARKHAND). TOTAL M.L. AREA - 130.01 HECTS. EXISTING ROAD .'55''Ä/+0'4#.5 /+0'4#.5.+/+6'&

PRPOSED DIVERSION OF ROAD ROAD DIVERSION PLAN

M. L. AREA 260 DESIGN OF HORIZONTAL CURVE (SIMPLE CIRCULAR CURVE) Length of Tangent Superelevati Deflection Deflection Radius of Es = Circular Superelevat Widening Sl. Curve Chainage T1 T2 Length = on = Widening of Angle (r) Angle (D) Curve (ø) V (km/h) Rc(sec Curve in m = ion of Curve No. No. in m (Ch. in m) (Ch. in m) R tan r/2 (in V2/225R Curve (m) in Degree in Radians in M D/2-1) LC = PRr (in %) (m2) M.) (in %) 180 1 C1 240 225.355 254.112 27.0 0.471 61 60 1.73 28.76 14.64 26.2 7.0 0.0 0.0 2 C2 800 743.330 856.067 15.0 0.262 430 60 3.71 112.74 56.67 3.7 3.7 0.0 0.0 3 C3 1066 1033.235 1092.688 60.0 1.047 57 60 8.78 59.45 32.76 28.2 7.0 0.6 59.5 4 C4 1227 1208.455 1243.963 41.0 0.716 50 60 3.35 35.51 18.54 32.3 7.0 0.6 35.5 5 C5 1881 1819.505 1922.405 79.0 1.379 75 60 22.08 102.90 61.50 21.4 7.0 0.0 0.0 6 C6 2114 2094.143 2129.239 67.0 1.169 30 60 5.98 35.10 19.86 53.3 7.0 0.6 35.1 7 C7 2154 2139.208 2166.410 56.0 0.977 28 60 3.69 27.20 14.79 57.5 7.0 0.6 27.2 8 C8 2325 2302.006 2344.154 57.0 0.995 42 60 5.84 42.15 22.99 37.8 7.0 0.6 42.1 9 C9 2700 2601.036 2744.901 101.0 1.763 82 60 127.25 143.87 98.96 19.6 7.0 0.0 0.0 10 C10 2881 2829.745 2926.728 46.0 0.803 121 60 130.18 96.98 51.26 13.3 7.0 0.0 0.0 11 C11 2971 2962.213 2979.244 35.0 0.611 28 60 28.22 17.03 8.79 57.4 7.0 0.6 17.0 12 C12 3063 2995.945 3094.941 99.0 1.728 57 60 87.18 99.00 67.05 27.9 7.0 0.6 99.0 13 C13 3284 3200.391 3335.023 86.0 1.501 90 60 121.59 134.63 83.61 17.8 7.0 0.0 0.0 60.00 Total 315.43 for BT 315.43 for PCC 0.0

26130 QUARRY CHART

Name of the road ;-- Amtipani Chirodih Mining Road

Stone Metal Bitumen 90 Km 302 Km From Gumla From Bokaro Kachcha 2 Kachcha 2 Stone Boulder 90 Km Moorum From Gumla 10 Km Kachcha 2 From Local Kachcha 2 Stone Chips Amtipani Chirodih 90 Km Mining Road From Gumla Kachcha 2 Bitumen Emulsion 302 Km Cement & Steel From Bokaro 90 Km Kachcha 2 From Gumla Kachcha 2

Brick RCC Pipe 10 Km 150 Km From Local From Ranchi Kachcha 2 Kachcha 2

Sand 12 Km From Pindra Hat Kachcha 2

262 N 2,583,400 N 2,584,400 N 2,584,200 N 2,584,000 N 2,583,800 N 2,583,600 N 2,585,600 N 2,585,400 N 2,585,200 N 2,585,000 N 2,584,800 N 2,584,600 BP-84 BP-83 E 223,400 BP-85 E 223,400 BP-81 BP-82 BP-87

BP-86 1065 BP-109 BP-110 29 E/5 BP-100 BP-97 P.K. SEN 27 E/5 CORRECT BP-80 BP-88 BP-111 25 E/5 QUALIFIED PERSON BP-103 BP-101 BP-99 BP-76 BP-98 BP-79 BP-75 BP-102 BP-96 BP-112 BP-74 1062 BP-113 BP-78 BP-77 BP-89 BP-73 BP-72 OLD WORKING-3 BP-67 1063 BP-114 BP-104 BP-95 CERTIFIED THAT ALL THE PLAN IS PREPARED BASED ON THE LEASE MAP AUTHENTICATED BY THE STATE GOVT. OF JHARKHAND AND THE PLAN IS BP-68 BP-71 BP-69 BP-66 OLD WORKING-2 BP-117 TOTAL M.L. AREA - 130.01 HECTS. BP-70 SURFACE PLAN BP-61 BP-90 BP-115 BP-94 BP-60

E 223,200 BP-105 E 223,200 BP-93 BP-63 BP-62 BP-116

BP-118 1065 27 E/3 BP-65 23 E/3 37 E/3 25 E/3 29 E/3 33 E/3 BP-108 10 M SAFETY BARRIER 35 E/3 BP-91 BP-64 SCALE 1 : 2000 PLATE No. 3 BP-92 BP-106 BP-121

1062.5 43 E/243 E/2 1065 BP-57 BP-122 BP-120 .'55''Ä/+0'4#.5 /+0'4#.5.+/+6'& BP-58 BP-59 BP-107 AMTIPANI CHIRODIH BAUXITE DEPOSIT HUTMENT OLD WORKING-1 SURVEYOR HUTMENT BP-119 BP-56 GCP - 3 DATE OF SURVEY - 30.09.2016 IN VILLAGE- AMTIPANI, CHIRODIH & BAHAGARA, THANA - BISHUNPUR, DISTRICT- GUMLA (JHARKHAND). 31 E/3 HUTMENT SCHOOL

BP-55 GCP - 2 1064 TO KUJAM BP-154 GCP - 1 GCP - BP-124

BP-155

CHAPAKONE VILLAGE CHAPAKONE

1063

E 223,000 1060 BP-123 E 223,000 BP-54 1060 BP-153 ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ

EXCLUDED AREA (JUNGLE JHARI) ƒ BP-152

52 93 5 60 B.B 41 31 E/1 23 15 1 35 E/1 29 E/1 1062

JOBHIPAT 33 E/1 27 E/1

21 E/121 E/1

TBM 1065 M 39

1055 23 E/1

FROM 37 E/1 38 1060

43 41 1055 BP-147 ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ ƒ

F.B.

BP-125

BP-146 1050 25 E/1

1055

10 M SAFETY BARRIER SAFETY M 10 BP-126 1050

1060 BP-145

10 M SAFETY BARRIER SAFETY M 10

1061 1060

252.48 212.02 209.57 216.45 155.59 143.95 251.95 177.02 149.37 Distance 1045 BP-148 1060

BP-53

1045 1055 53 54 55 53 54 55 13 14 15

BP-9 263

1060 BP-8 1050 1055 BP- BP- BP- BP- BP- BP- BP- BP- BP- To

351,9362 BP-143 BP-144 BP-127

1040

BP-128

1045

1055 BP-149

1040

1055 Permanent refrrence points

1035

1060 500m 1050

BP-142 1050

1060 1035 BP-129

E 222,800 E 222,800 FROM OFFICE COMPLEX OF PAKHAR 38.95 HECT LEASE

1055

FROM 1050 (SCHOOL) ( VILLAGE HUTMENT) (VILLAGE HUTMENT) 23° 21' 31.8" N 84° 17' 28.0"E GCP 1 23° 21' 29.66" N 84° 17' 28.51"E GCP 2 23° 21' 29.46" N 84° 17' 30.04"E GCP 3

1055 CHAPAKONE VILLAGE CHAPAKONE VILLAGE CHAPAKONE VILLAGE BP-52 1030 1040 BP-26

BP-150

1030 BP-33 1050 BP-32 1045 31 W/1 1050 29 W/1

23W/1 27 W/1

BP-41

BP-28 1050 BP-25

1035 BP-27

33 W/1 1045 1045

BP-42 1025 BP-40 35 W/1 1045 43 W/243 W/2 41 W/2

25 W/1 39 W/2

37 W/1

1025

BP-29 1045

BP-131

400m 1030

1050 BP-130

BP-31 BP-39 1060

BP-30

1045 10 M SAFETY BARRIER BP-24 1040 BP-34 1040 BP-35

EXCLUDED AREA (JUNGLE JHARI)

1025 1040 BP-43 1040 BP-141

BP-49

BP-51 1055

BP-23 1040 1035 BP-36 BP-44

BP-151

BP-37 BP-38 BP-50 1040 BP-11 BP-10 BP-22

BP-140

1030 BP-139

BP-48 1035 BP-47 1035 300m

BP-46

1025 BP-7

BP-132

1047 1045 1050 RAIYATI LAND PRPOSED DIVERSION OF ROAD ROAD CLOSURE BUND 1020 GM LAND BP-15

ELECTRIC LINE PIT (NEGATIVE) BORE HOLE (NEGATIVE) BP-21

BP-14 BP-19 BP-45

E 222,600 1030 E 222,600 BP-17 1025 BP-20 BP-16 BP-18 OLD WORKING-4 BP-13 43W/2 25E/1 23W/3 BP-12 25 W/3 BP-138 41 W/4 BP-6 33 W/3 35 W/3 39 W/4 43 W/443 W/4 BP-135 1042.5 200m EXCLUDED AREA (JUNGLE JHARI) BP-5 BP-137 BP-136 BP-4 BP-133 BP-134 BP-3 100 GRID PIT (POSITIVE) APPLIED MINING LEASE BOUNDARY 7.5M SAFETY BARRIER 10M SAFETY BARRIER EXCLUDED AREA (JUNGLE JHARI) CONTOUR VILLAGE ROAD BORE HOLE (POSITIVE) OLD WORKING BENCH MARK

80 E 222,400 E 222,400 BP-2 BOUNDARY PILLARS CO-ORDINATES BOUNDARY PILLARS BP-1 23 E/1 23W/1

60 1050 INDEX :- TBM 1065 M 40 20 0 N 2,583,600 N 2,583,400 N 2,584,000 N 2,583,800 N 2,584,600 N 2,584,400 N 2,584,200 N 2,585,200 N 2,585,000 N 2,584,800 N 2,585,600 N 2,585,400 15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER CAMBER SHOULDER 1in25 1in25 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

264 Cross Section @ Chainage: 0.0 1062.0

1060.0 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 5.50 M 1.00 M 5.50 M 1058.0 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M

1056.01061.5 1061.0 1060.5 1060.0 Datum: 1054.01059.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1061.215 1061.355 1061.454 1061.555 1061.687 1061.995 1061.787 1060.368 1061.455 1061.325 1061.201 1060.201

FGL:OFF -10.417 -8.62 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.975 10.404

FGL:RL 1061.326 1060.84 1056.992 1056.992 1057.045 1057.182 1061.215 1057.182 1057.045 1061.025 1061.025 1060.163 1061.3

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

265 1062.0 Cross Section @ Chainage: 30.0

1061.0

1060.0 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1059.0 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 1058.0 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 1057.0 0.50 M 0.50 M 0.40 M 0.40 M

1056.0

Datum: 1055.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1061.468 1061.446 1061.418 1061.39 1061.366 1061.346 1061.32 1061.291 1061.265 1061.241 1061.21

FGL:OFF -10.561 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.452

FGL:RL 1061.451 1056.83 1056.83 1056.883 1057.02 1057.02 1057.02 1056.883 1056.83 1056.83 1061.234

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

266 1061.0 Cross Section @ Chainage: 60.0

1060.0

25mm SDBC 20mm Prime Coat & track Coat 1059.0 75mm WBM Gr-III 50mm BM 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1058.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1057.0 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1056.0

Datum: 1055.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1060.577 1060.494 1060.414 1060.333 1060.252 1060.179 1060.091 1060.001 1059.579 1059.152 1058.726

FGL:OFF -10.307 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.623

FGL:RL 1060.509 1056.395 1056.395 1056.448 1056.585 1056.585 1056.585 1056.448 1056.395 1056.395 1059.14

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

267 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1058.5 Cross Section @ Chainage: 90.0 215mm GSB Gr-I Subgrade @ 100mm 1058.0 15.50 M 5.50 M 1.00 M 5.50 M 1057.5 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1057.0 3.0% DIVIDER 3.0%

1056.5 0.50 M 0.50 M 0.40 M 0.40 M Datum: 1056.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1058.175 1058.007 1057.841 1057.679 1057.51 1057.341 1057.174 1057.004 1056.95 1056.892 1056.835

FGL:OFF -8.988 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.452

FGL:RL 1057.983 1056.506 1056.506 1056.559 1056.696 1056.696 1056.696 1056.559 1056.506 1056.506 1056.909

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

268 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1057.0 1.75 M 1.75 M SHOULDER CAMBER Cross Section @ Chainage: 120.0 CAMBER SHOULDER 2.5% 2.5% 1056.5 3.0% 3.0% DIVIDER 1056.0 0.50 M 0.50 M 0.40 M 0.40 M 1055.5 1055.0 Datum: 1054.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1055.693 1055.623 1055.555 1055.484 1055.416 1055.352 1055.286 1055.22 1055.155 1055.09 1055.027

FGL:OFF -9.684 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.792

FGL:RL 1055.626 1056.343 1056.343 1056.396 1056.533 1056.533 1056.533 1056.396 1056.343 1056.343 1055.072

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

269 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1057.0 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 150.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 1056.0 0.50 M 0.50 M 0.40 M 0.40 M

1055.0

1054.0

1053.0

Datum: 1052.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1054.116 1054.076 1054.035 1053.995 1053.969 1053.946 1053.923 1053.901 1053.879 1053.866 1053.847

FGL:OFF -12.408 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 12.909

FGL:RL 1054.102 1056.181 1056.181 1056.234 1056.371 1056.371 1056.371 1056.234 1056.181 1056.181 1053.852

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

270 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

1057.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 180.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1056.0 DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1055.0

1054.0

1053.0

1052.0

Datum: 1051.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1052.845 1052.867 1052.889 1052.911 1052.933 1052.955 1052.977 1052.999 1053.021 1053.043 1053.065

FGL:OFF -14.598 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 14.158

FGL:RL 1052.845 1056.019 1056.019 1056.072 1056.209 1056.209 1056.209 1056.072 1056.019 1056.019 1053.065

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

271 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

1057.0 15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 210.0 CAMBER SHOULDER 2.5% 2.5% 1056.0 3.0% 3.0% DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1055.0

1054.0

1053.0

Datum: 1052.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0

FGL:OFF -13.964 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 13.964

FGL:RL 1053.0 1055.857 1055.857 1055.91 1056.047 1056.047 1056.047 1055.91 1055.857 1055.857 1053.0

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

272 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 240.0 CAMBER SHOULDER 1056.0 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1055.0 0.40 M 0.40 M

1054.0

1053.0

Datum: 1052.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0 1053.0

FGL:OFF -13.64 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 13.64

FGL:RL 1053.0 1055.695 1055.695 1055.748 1055.885 1055.885 1055.885 1055.748 1055.695 1055.695 1053.0

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

273 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1056.0 SHOULDER CAMBER Cross Section @ Chainage: 270.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1055.5 DIVIDER 0.50 M 0.50 M 1055.0 0.40 M 0.40 M 1054.5 1054.0 Datum: 1053.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1054.377 1054.408 1054.44 1054.435 1054.459 1054.465 1054.507 1054.566 1054.553 1054.541 1054.533

FGL:OFF -10.613 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.335

FGL:RL 1054.4 1055.582 1055.582 1055.635 1055.772 1055.772 1055.772 1055.635 1055.582 1055.582 1054.54

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

274 Cross Section @ Chainage: 300.0 1058.0 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1057.0 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 5.50 M 1.00 M 5.50 M 1056.0 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0%

1055.0 0.50 M 0.50 M 0.40 M 0.40 M

1054.0

Datum: 1053.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1056.921 1057.114 1057.302 1057.36 1057.418 1057.476 1057.534 1057.592 1057.689 1057.841 1057.992

FGL:OFF -9.336 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.699

FGL:RL 1057.123 1054.95 1054.95 1055.003 1055.14 1055.14 1055.14 1055.003 1054.95 1054.95 1057.848

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

275 Cross Section @ Chainage: 330.0 1062.0

1060.0

1058.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1056.0

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 1054.0 0.40 M 0.40 M

Datum: 1052.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1058.895 1059.138 1059.443 1059.747 1060.052 1060.356 1060.661 1060.965 1061.27 1061.574 1061.879

FGL:OFF -10.74 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 12.078

FGL:RL 1059.071 1054.092 1054.092 1054.145 1054.282 1054.282 1054.282 1054.145 1054.092 1054.092 1061.749

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

276 Cross Section @ Chainage: 360.0

1060.0

1058.0

25mm SDBC 1056.0 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 1054.0 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M

1052.0

Datum: 1050.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1059.263 1059.368 1059.476 1059.587 1059.698 1059.809 1059.92 1060.031 1060.142 1060.253 1060.364

FGL:OFF -11.296 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 11.788

FGL:RL 1059.326 1053.234 1053.234 1053.287 1053.424 1053.424 1053.424 1053.287 1053.234 1053.234 1060.309

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED 277 1058.0 Cross Section @ Chainage: 390.0

1056.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1054.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1052.0

Datum: 1050.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1056.559 1056.671 1056.786 1056.902 1057.027 1057.154 1057.279 1057.402 1057.522 1057.641 1057.758

FGL:OFF -10.387 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.901

FGL:RL 1056.649 1052.375 1052.375 1052.428 1052.565 1052.565 1052.565 1052.428 1052.375 1052.375 1057.677

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

278 1056.0 Cross Section @ Chainage: 420.0 1055.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM 1054.0 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1053.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% DIVIDER 1052.0 3.0% 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1051.0

Datum: 1050.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1053.938 1054.064 1054.18 1054.297 1054.413 1054.541 1054.668 1054.796 1054.924 1055.048 1055.166

FGL:OFF -9.523 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.022

FGL:RL 1054.063 1051.517 1051.517 1051.57 1051.707 1051.707 1051.707 1051.57 1051.517 1051.517 1055.062

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

279 1054.0 Cross Section @ Chainage: 450.0 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 1053.0 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1052.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 1051.0 0.50 M 0.50 M 0.40 M 0.40 M

1050.0

1049.0

Datum: 1048.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1049.812 1049.948 1050.311 1050.811 1051.28 1051.732 1052.184 1052.636 1053.047 1053.289 1053.531

FGL:OFF -9.683 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.567

FGL:RL 1049.942 1050.659 1050.659 1050.712 1050.849 1050.849 1050.849 1050.712 1050.659 1050.659 1053.293

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

280 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Cross Section @ Chainage: 480.0 1051.0 15.50 M

5.50 M 1.00 M 5.50 M 1050.5 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1050.0 3.0% 3.0% DIVIDER 1049.5 0.50 M 0.50 M 1049.0 0.40 M 0.40 M Datum: 1048.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1049.03 1049.099 1049.206 1049.296 1049.385 1049.483 1049.643 1049.802 1049.961 1050.357 1050.829

FGL:OFF -9.659 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.47

FGL:RL 1049.097 1049.801 1049.801 1049.854 1049.991 1049.991 1049.991 1049.854 1049.801 1049.801 1050.24

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

281 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 510.0 CAMBER SHOULDER 1049.0 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1048.0 0.40 M 0.40 M

1047.0

1046.0

1045.0

Datum: 1044.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1045.799 1045.821 1045.853 1045.897 1045.997 1046.095 1046.173 1046.246 1046.282 1046.295 1046.336

FGL:OFF -13.996 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 12.941

FGL:RL 1045.799 1048.672 1048.672 1048.725 1048.862 1048.862 1048.862 1048.725 1048.672 1048.672 1046.326

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

282 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M

1048.0 SHOULDER CAMBER Cross Section @ Chainage: 540.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER

1047.0 0.50 M 0.50 M 0.40 M 0.40 M

1046.0

1045.0

1044.0

1043.0

Datum: 1042.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1043.435 1043.488 1043.526 1043.563 1043.614 1043.672 1043.729 1043.787 1043.845 1043.91 1044.048

FGL:OFF -16.298 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 15.072

FGL:RL 1043.435 1047.459 1047.459 1047.512 1047.649 1047.649 1047.649 1047.512 1047.459 1047.459 1044.048

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

283 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1047.0 1.75 M 1.75 M SHOULDER CAMBERCross Section @ Chainage: 570.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 1046.0 0.50 M 0.50 M 0.40 M 0.40 M

1045.0

1044.0

1043.0

1042.0

Datum: 1041.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1042.207 1042.317 1042.427 1042.537 1042.65 1042.764 1042.912 1043.115 1043.372 1043.629 1043.886

FGL:OFF -16.326 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 13.074

FGL:RL 1042.207 1046.245 1046.245 1046.298 1046.435 1046.435 1046.435 1046.298 1046.245 1046.245 1043.833

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

284 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M

SHOULDER CrossCAMBER Section @ Chainage: 600.0 CAMBER SHOULDER 1046.0 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1045.0 0.40 M 0.40 M

1044.0

1043.0

1042.0

1041.0

Datum: 1040.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1041.542 1041.027 1041.512 1041.997 1041.482 1041.967 1042.452 1042.937 1043.422 1043.731 1044.003

FGL:OFF -16.51 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 11.848

FGL:RL 1041.542 1045.672 1045.672 1045.725 1045.862 1045.862 1045.862 1045.725 1045.672 1045.672 1043.873

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

285 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBERCross Section @ Chainage: 630.0 CAMBER SHOULDER 1046.0 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1045.0 0.40 M 0.40 M

1044.0

1043.0

1042.0

Datum: 1041.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1042.0 1042.0 1042.0 1042.0 1042.56 1043.066 1043.346 1043.625 1043.905 1044.222 1044.549

FGL:OFF -15.648 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.988

FGL:RL 1042.0 1045.699 1045.699 1045.752 1045.889 1045.889 1045.889 1045.752 1045.699 1045.699 1044.33

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

286 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 660.0 CAMBER SHOULDER 1046.0 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1045.0 0.40 M 0.40 M

1044.0

1043.0

Datum: 1042.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1043.183 1043.356 1043.529 1043.701 1043.883 1044.089 1044.352 1044.653 1044.927 1045.17 1045.414

FGL:OFF -13.281 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.379

FGL:RL 1043.211 1045.726 1045.726 1045.779 1045.916 1045.916 1045.916 1045.779 1045.726 1045.726 1045.162

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

287 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I 1047.5 Cross Section @15.50 Chainage: M 690.0

1047.0 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1046.5 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1046.0 DIVIDER 0.50 M 0.50 M 1045.5 0.40 M 0.40 M 1045.0 Datum: 1044.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1045.291 1045.521 1045.752 1045.905 1046.098 1046.304 1046.511 1046.717 1046.987 1047.011 1047.023

FGL:OFF -9.426 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.696

FGL:RL 1045.526 1046.114 1046.114 1046.167 1046.304 1046.304 1046.304 1046.167 1046.114 1046.114 1047.005

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

288 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 1.75 M 5.50 M 5.50 M Cross Section @ Chainage: 720.0 1.75 M SHOULDER CAMBER CAMBER SHOULDER 1047.21047.3 2.5% 2.5% 1047.1 3.0% 3.0% Datum: 1046.81046.91047.0 DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1047.0 1047.112 1047.133 1047.152 1047.167 1047.183 1047.198 1047.213 1047.228 1047.243 1047.258

FGL:OFF -8.313 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.373

FGL:RL 1047.119 1046.993 1046.993 1047.046 1047.183 1047.183 1047.183 1047.046 1046.993 1046.993 1047.238

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

289 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1047.8 SHOULDER CAMBER Cross Section @ Chainage: 750.0 CAMBER SHOULDER 2.5% 2.5% 1047.6 3.0% 3.0% 1047.4 DIVIDER 1047.2 0.50 M 1047.0 0.50 M Datum: 1046.61046.8 0.40 M 0.40 M

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1047.0 1047.0 1047.0 1047.0 1047.0 1047.0 1047.0 1047.0 1047.0 1047.0 1047.0

FGL:OFF -9.12 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.12

FGL:RL 1047.0 1047.435 1047.435 1047.488 1047.625 1047.625 1047.625 1047.488 1047.435 1047.435 1047.0

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

290 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 780.0 CAMBER SHOULDER 1048.4 2.5% 2.5% 1048.2 3.0% 3.0% 1048.0 DIVIDER 1047.8 1047.6 0.50 M 0.50 M Datum: 1047.4 0.40 M 0.40 M

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1048.0 1048.0 1048.0 1048.0 1048.0 1048.0 1048.0 1047.636 1047.644 1047.649 1047.653

FGL:OFF -8.442 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.145

FGL:RL 1048.0 1048.096 1048.096 1048.149 1048.286 1048.286 1048.286 1048.149 1048.096 1048.096 1047.648

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

291 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 810.0 CAMBER SHOULDER 1049.0 2.5% 2.5% 3.0% 3.0% DIVIDER 1048.5 0.50 M 0.50 M 1048.0 0.40 M 0.40 M 1047.5 Datum: 1047.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1047.937 1047.943 1047.949 1047.953 1047.956 1047.96 1047.962 1047.964 1047.966 1047.967 1047.968

FGL:OFF -9.879 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.83

FGL:RL 1047.942 1048.757 1048.757 1048.81 1048.947 1048.947 1048.947 1048.81 1048.757 1048.757 1047.967

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

292 1053.0

Cross Section @ Chainage: 840.0 25mm SDBC 20mm Prime Coat & track Coat 1052.0 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1051.0

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1050.0 3.0% DIVIDER 3.0% 0.50 M 0.50 M 1049.0 0.40 M 0.40 M

Datum: 1048.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1052.047 1052.055 1052.063 1052.072 1052.08 1052.088 1052.095 1052.101 1052.106 1052.112 1052.117

FGL:OFF -9.643 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.672

FGL:RL 1052.055 1049.269 1049.269 1049.322 1049.459 1049.459 1049.459 1049.322 1049.269 1049.269 1052.112

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

293 1053.0 Cross Section @ Chainage: 870.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM 1052.0 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1051.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 1050.0 0.50 M 0.50 M 0.40 M 0.40 M 1049.0

Datum: 1048.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1052.404 1052.438 1052.471 1052.502 1052.529 1052.556 1052.581 1052.592 1052.604 1052.615 1052.624

FGL:OFF -9.667 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.756

FGL:RL 1052.437 1049.603 1049.603 1049.656 1049.793 1049.793 1049.793 1049.656 1049.603 1049.603 1052.616

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

294 1054.0 Cross Section @ Chainage: 900.0

1053.0 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1052.0 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1051.0 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0%

1050.0 0.50 M 0.50 M 0.40 M 0.40 M

Datum: 1049.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1052.703 1052.738 1052.773 1052.809 1052.842 1052.875 1052.909 1052.942 1052.975 1053.026 1053.35

FGL:OFF -9.605 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.759

FGL:RL 1052.737 1050.027 1050.027 1050.08 1050.217 1050.217 1050.217 1050.08 1050.027 1050.027 1053.045

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

295 1056.0 Cross Section @ Chainage: 930.0

1054.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1052.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1050.0

Datum: 1048.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1052.895 1052.934 1052.972 1053.0 1053.245 1053.641 1054.037 1054.429 1054.819 1055.21 1055.594

FGL:OFF -9.429 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.614

FGL:RL 1052.935 1050.577 1050.577 1050.63 1050.767 1050.767 1050.767 1050.63 1050.577 1050.577 1055.305

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

296 Cross Section @ Chainage: 960.0

1056.0

25mm SDBC 1054.0 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1052.0 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M

1050.0

Datum: 1048.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1053.0 1053.0 1053.384 1053.729 1054.087 1054.49 1054.891 1055.247 1055.645 1056.042 1056.44

FGL:OFF -9.203 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.764

FGL:RL 1053.033 1051.126 1051.126 1051.179 1051.316 1051.316 1051.316 1051.179 1051.126 1051.126 1056.154

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

297 1057.0 Cross Section @ Chainage: 990.0

1056.0

1055.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 1054.0 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1053.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 1052.0 0.50 M 0.50 M 0.40 M 0.40 M

1051.0

Datum: 1050.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1053.0 1053.0 1053.303 1053.886 1054.243 1054.547 1054.852 1055.205 1055.604 1056.001 1056.397

FGL:OFF -8.937 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.455

FGL:RL 1053.049 1051.675 1051.675 1051.728 1051.865 1051.865 1051.865 1051.728 1051.675 1051.675 1056.085

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

298 1057.0 Cross Section @ Chainage: 1020.0

1056.0

25mm SDBC 1055.0 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1054.0

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 1053.0 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 1052.0 0.40 M 0.40 M

Datum: 1051.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1052.817 1053.124 1053.524 1053.924 1054.322 1054.721 1055.119 1055.518 1055.916 1056.315 1056.713

FGL:OFF -8.743 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.332

FGL:RL 1053.211 1052.225 1052.225 1052.278 1052.415 1052.415 1052.415 1052.278 1052.225 1052.225 1056.389

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

299 1058.0 Cross Section @ Chainage: 1050.0 1057.0

1056.0 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1055.0 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 5.50 M 1.00 M 5.50 M 1054.0 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0%

1053.0 0.50 M 0.50 M 0.40 M 0.40 M

1052.0

Datum: 1051.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1054.352 1054.741 1055.13 1055.52 1055.908 1056.296 1056.684 1057.009 1057.081 1057.149 1057.217

FGL:OFF -9.161 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.352

FGL:RL 1054.779 1052.957 1052.957 1053.01 1053.147 1053.147 1053.147 1053.01 1052.957 1052.957 1057.162

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

300 1058.0 Cross Section @ Chainage: 1080.0

1057.0 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1056.0 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 1055.0 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 1054.0 0.50 M 0.50 M 0.40 M 0.40 M

1053.0

Datum: 1052.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1056.719 1056.847 1057.0 1057.04 1057.08 1057.12 1057.161 1057.187 1057.213 1057.24 1057.267

FGL:OFF -9.767 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.969

FGL:RL 1056.839 1053.805 1053.805 1053.858 1053.995 1053.995 1053.995 1053.858 1053.805 1053.805 1057.243

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

301 1060.0 Cross Section @ Chainage: 1110.0

1059.0

1058.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 1057.0 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1056.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 1055.0 0.50 M 0.50 M 0.40 M 0.40 M

1054.0

Datum: 1053.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1058.0 1058.0 1058.0 1058.0 1058.015 1058.222 1058.43 1058.736 1059.306 1059.291 1059.293

FGL:OFF -9.924 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.57

FGL:RL 1058.0 1054.652 1054.652 1054.705 1054.842 1054.842 1054.842 1054.705 1054.652 1054.652 1059.291

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

302 Cross Section @ Chainage: 1140.0

1060.0

25mm SDBC 20mm Prime Coat & track Coat 1058.0 75mm WBM Gr-III 50mm BM 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1056.0 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M

1054.0

Datum: 1052.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1060.737 1060.753 1060.769 1060.785 1060.802 1060.818 1060.835 1060.852 1060.869 1060.887 1060.904

FGL:OFF -10.875 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.947

FGL:RL 1060.748 1055.499 1055.499 1055.552 1055.689 1055.689 1055.689 1055.552 1055.499 1055.499 1060.892

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

303 1062.0 Cross Section @ Chainage: 1170.0

1060.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1058.0

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1056.0

Datum: 1054.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1061.374 1061.378 1061.382 1061.387 1061.391 1061.396 1061.4 1061.405 1061.409 1061.415 1061.42

FGL:OFF -10.765 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.785

FGL:RL 1061.377 1056.347 1056.347 1056.4 1056.537 1056.537 1056.537 1056.4 1056.347 1056.347 1061.416

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

304 Cross Section @ Chainage: 1200.0 1062.0

1061.0

25mm SDBC 1060.0 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1059.0

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 1058.0 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 1057.0 0.40 M 0.40 M

Datum: 1056.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1061.871 1061.875 1061.879 1061.882 1061.887 1061.891 1061.896 1061.9 1061.905 1061.909 1061.914

FGL:OFF -10.601 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.619

FGL:RL 1061.874 1057.173 1057.173 1057.226 1057.363 1057.363 1057.363 1057.226 1057.173 1057.173 1061.91

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

305 1063.0 Cross Section @ Chainage: 1230.0

1062.0

1061.0 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1060.0 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 5.50 M 1.00 M 5.50 M 1059.0 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0%

1058.0 0.50 M 0.50 M 0.40 M 0.40 M

1057.0

Datum: 1056.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1062.735 1062.742 1062.75 1062.758 1062.766 1062.773 1062.782 1062.791 1062.8 1062.809 1062.818

FGL:OFF -10.668 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.704

FGL:RL 1062.74 1057.904 1057.904 1057.957 1058.094 1058.094 1058.094 1057.957 1057.904 1057.904 1062.811

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

306 Cross Section @ Chainage: 1260.0 1064.0

1062.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1060.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1058.0

Datum: 1056.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1063.242 1063.291 1063.34 1063.389 1063.438 1063.488 1063.537 1063.586 1063.636 1063.687 1064.0

FGL:OFF -10.573 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.822

FGL:RL 1063.279 1058.634 1058.634 1058.687 1058.824 1058.824 1058.824 1058.687 1058.634 1058.634 1063.779

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

307 Cross Section @ Chainage: 1290.0 1064.0

1062.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1060.0 15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M

1058.0

Datum: 1056.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1063.144 1063.193 1063.242 1063.29 1063.339 1063.389 1063.438 1063.487 1063.537 1064.0 1064.0

FGL:OFF -10.491 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.9

FGL:RL 1063.182 1058.7 1058.7 1058.753 1058.89 1058.89 1058.89 1058.753 1058.7 1058.7 1064.0

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

308 1063.0 Cross Section @ Chainage: 1320.0

1062.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM 1061.0 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1060.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% DIVIDER 1059.0 3.0% 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1058.0

Datum: 1057.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1062.601 1062.594 1062.588 1062.582 1062.577 1062.571 1062.566 1062.56 1062.555 1062.55 1062.544

FGL:OFF -10.29 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.267

FGL:RL 1062.595 1058.515 1058.515 1058.568 1058.705 1058.705 1058.705 1058.568 1058.515 1058.515 1062.549

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

309 1062.0 Cross Section @ Chainage: 1350.0

25mm SDBC 1061.0 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1060.0

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 1059.0 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 1058.0 0.40 M 0.40 M

Datum: 1057.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1061.833 1061.83 1061.827 1061.824 1061.821 1061.818 1061.815 1061.813 1061.806 1061.796 1061.786

FGL:OFF -10.082 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.064

FGL:RL 1061.83 1058.166 1058.166 1058.219 1058.356 1058.356 1058.356 1058.219 1058.166 1058.166 1061.795

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

310 1062.0 Cross Section @ Chainage: 1380.0

1061.0

25mm SDBC 20mm Prime Coat & track Coat 1060.0 75mm WBM Gr-III 50mm BM 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1059.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1058.0 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1057.0

Datum: 1056.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1061.318 1061.309 1061.306 1061.303 1061.3 1061.298 1061.296 1061.295 1061.292 1061.287 1061.283

FGL:OFF -10.19 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.178

FGL:RL 1061.31 1057.43 1057.43 1057.483 1057.62 1057.62 1057.62 1057.483 1057.43 1057.43 1061.286

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

311 1061.0 Cross Section @ Chainage: 1410.0

1060.0

25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 1059.0 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1058.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 1057.0 0.50 M 0.50 M 0.40 M 0.40 M

1056.0

Datum: 1055.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1060.651 1060.637 1060.618 1060.603 1060.593 1060.582 1060.582 1060.576 1060.566 1060.557 1060.547

FGL:OFF -10.223 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.181

FGL:RL 1060.639 1056.693 1056.693 1056.746 1056.883 1056.883 1056.883 1056.746 1056.693 1056.693 1060.555

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

312 Cross Section @ Chainage: 1440.0 25mm SDBC 20mm Prime Coat & track Coat 1058.0 75mm WBM Gr-III 50mm BM 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1057.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1056.0 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1055.0

Datum: 1054.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1057.999 1057.982 1057.965 1057.948 1057.924 1057.906 1057.889 1057.871 1057.846 1057.829 1057.812

FGL:OFF -9.563 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.487

FGL:RL 1057.982 1055.356 1055.356 1055.409 1055.546 1055.546 1055.546 1055.409 1055.356 1055.356 1057.829

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

313 25mm SDBC 20mm Prime Coat & track Coat Cross Section @ Chainage: 1470.0 1056.0 75mm WBM Gr-III 50mm BM 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1055.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1054.0 3.0% DIVIDER 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1053.0

Datum: 1052.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1055.969 1055.792 1055.614 1055.437 1055.259 1055.082 1054.904 1054.727 1054.549 1054.372 1054.195

FGL:OFF -9.424 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.735

FGL:RL 1055.788 1053.44 1053.44 1053.493 1053.63 1053.63 1053.63 1053.493 1053.44 1053.44 1054.411

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

314 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M 1052.0 SHOULDER CAMBER Cross Section @ Chainage: 1500.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1051.5 DIVIDER

1051.0 0.50 M 0.50 M 0.40 M 0.40 M 1050.5 1050.0 1049.5 1049.0 Datum: 1048.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1051.198 1050.992 1050.756 1050.501 1050.245 1049.992 1049.991 1049.893 1049.733 1049.574 1049.419

FGL:OFF -9.334 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 12.344

FGL:RL 1050.981 1051.523 1051.523 1051.576 1051.713 1051.713 1051.713 1051.576 1051.523 1051.523 1049.476

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

315 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1050.0 SHOULDER CAMBER Cross Section @ Chainage: 1530.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1049.0 0.40 M 0.40 M

1048.0

1047.0

1046.0

Datum: 1045.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1046.485 1046.642 1046.814 1046.986 1047.046 1047.102 1047.158 1047.214 1047.27 1047.35 1047.435

FGL:OFF -14.494 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 12.645

FGL:RL 1046.485 1049.607 1049.607 1049.66 1049.797 1049.797 1049.797 1049.66 1049.607 1049.607 1047.409

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

316 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CrossCAMBER Section @ Chainage: 1560.0 CAMBER SHOULDER 1048.0 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1047.0 0.40 M 0.40 M

1046.0

1045.0

1044.0

1043.0

Datum: 1042.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1043.385 1043.522 1043.66 1043.803 1043.955 1044.084 1044.204 1044.327 1044.454 1044.58 1044.706

FGL:OFF -16.86 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 14.218

FGL:RL 1043.385 1047.69 1047.69 1047.743 1047.88 1047.88 1047.88 1047.743 1047.69 1047.69 1044.706

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

317 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

1047.0 15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CrossCAMBER Section @ Chainage: 1590.0 CAMBER SHOULDER 2.5% 2.5% 1046.0 3.0% 3.0% DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1045.0

1044.0

1043.0

1042.0

1041.0

Datum: 1040.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1041.445 1041.632 1041.818 1041.982 1042.141 1042.3 1042.459 1042.618 1042.778 1042.937 1043.097

FGL:OFF -17.092 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 13.802

FGL:RL 1041.445 1045.866 1045.866 1045.919 1046.056 1046.056 1046.056 1045.919 1045.866 1045.866 1043.09

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

318 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1045.0 1.75 M 1.75 M

SHOULDER CrossCAMBER Section @ Chainage: 1620.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 1044.0 0.50 M 0.50 M 0.40 M 0.40 M

1043.0

1042.0

1041.0

1040.0

1039.0

Datum: 1038.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1039.712 1039.893 1040.065 1040.225 1040.385 1040.546 1040.706 1040.867 1041.027 1041.188 1041.349

FGL:OFF -17.182 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 13.914

FGL:RL 1039.712 1044.178 1044.178 1044.231 1044.368 1044.368 1044.368 1044.231 1044.178 1044.178 1041.346

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

319 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

1043.0 SHOULDER CrossCAMBER Section @ Chainage: 1650.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER

1042.0 0.50 M 0.50 M 0.40 M 0.40 M

1041.0

1040.0

1039.0

1038.0

Datum: 1037.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1038.323 1038.443 1038.563 1038.682 1038.802 1038.922 1039.068 1039.263 1039.457 1039.657 1039.864

FGL:OFF -16.584 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 13.544

FGL:RL 1038.323 1042.49 1042.49 1042.543 1042.68 1042.68 1042.68 1042.543 1042.49 1042.49 1039.843

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

320 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

1042.0 15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 1680.0 CAMBER SHOULDER 2.5% 2.5% 1041.0 3.0% 3.0% DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1040.0

1039.0

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.619 1037.815 1038.008 1038.138 1038.268 1038.4 1038.536 1038.673 1038.809 1038.945 1039.138

FGL:OFF -14.666 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 11.815

FGL:RL 1037.619 1040.827 1040.827 1040.88 1041.017 1041.017 1041.017 1040.88 1040.827 1040.827 1039.044

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

321 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 1710.0 CAMBER SHOULDER 1041.0 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1040.0 0.40 M 0.40 M

1039.0

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.248 1037.447 1037.646 1037.845 1038.029 1038.163 1038.297 1038.431 1038.565 1038.699 1038.833

FGL:OFF -15.092 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 12.039

FGL:RL 1037.248 1040.669 1040.669 1040.722 1040.859 1040.859 1040.859 1040.722 1040.669 1040.669 1038.775

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

322 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

1041.0 SHOULDER CAMBER Cross Section @ Chainage: 1740.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER

1040.0 0.50 M 0.50 M 0.40 M 0.40 M

1039.0

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.095 1037.295 1037.494 1037.693 1037.865 1038.037 1038.196 1038.33 1038.463 1038.597 1038.731

FGL:OFF -15.08 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 11.931

FGL:RL 1037.095 1040.51 1040.51 1040.563 1040.7 1040.7 1040.7 1040.563 1040.51 1040.51 1038.669

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

323 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1041.0 1.75 M 1.75 M SHOULDER CAMBER Cross Section @ Chainage: 1770.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER

1040.0 0.50 M 0.50 M 0.40 M 0.40 M

1039.0

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.027 1037.227 1037.426 1037.626 1037.826 1038.018 1038.151 1038.284 1038.417 1038.551 1038.684

FGL:OFF -14.898 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 11.719

FGL:RL 1037.027 1040.351 1040.351 1040.404 1040.541 1040.541 1040.541 1040.404 1040.351 1040.351 1038.617

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

324 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1041.0 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 1800.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 1040.0 0.50 M 0.50 M 0.40 M 0.40 M

1039.0

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.001 1037.202 1037.402 1037.603 1037.804 1038.003 1038.136 1038.269 1038.402 1038.535 1038.668

FGL:OFF -14.634 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 11.451

FGL:RL 1037.001 1040.193 1040.193 1040.246 1040.383 1040.383 1040.383 1040.246 1040.193 1040.193 1038.593

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

325 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

1041.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 1830.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1040.0 DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1039.0

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.061 1037.258 1037.455 1037.653 1037.851 1038.035 1038.169 1038.303 1038.438 1038.572 1038.707

FGL:OFF -14.196 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 11.079

FGL:RL 1037.061 1040.034 1040.034 1040.087 1040.224 1040.224 1040.224 1040.087 1040.034 1040.034 1038.619

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

326 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

1041.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 1860.0 CAMBER SHOULDER 2.5% 2.5% 1040.0 3.0% 3.0% DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1039.0

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.0 1037.166 1037.365 1037.564 1037.765 1037.965 1038.11 1038.243 1038.376 1038.51 1038.644

FGL:OFF -14.002 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.899

FGL:RL 1037.0 1039.876 1039.876 1039.929 1040.066 1040.066 1040.066 1039.929 1039.876 1039.876 1038.552

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 1062.0 LESSEE:- MINERALS & MINERALS LIMITED

327 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 1890.0 CAMBER SHOULDER 1040.0 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1039.0 0.40 M 0.40 M

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.042 1037.243 1037.443 1037.643 1037.842 1038.028 1038.161 1038.294 1038.428 1038.561 1038.694

FGL:OFF -13.561 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.503

FGL:RL 1037.062 1039.717 1039.717 1039.77 1039.907 1039.907 1039.907 1039.77 1039.717 1039.717 1038.591

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

328 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

1040.0 SHOULDER CAMBER Cross Section @ Chainage: 1920.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER

1039.0 0.50 M 0.50 M 0.40 M 0.40 M

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.073 1037.274 1037.474 1037.674 1037.873 1038.049 1038.183 1038.316 1038.45 1038.584 1038.717

FGL:OFF -12.915 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.963

FGL:RL 1037.121 1039.454 1039.454 1039.507 1039.644 1039.644 1039.644 1039.507 1039.454 1039.454 1038.598

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

329 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 1950.0 CAMBER SHOULDER 1039.5 2.5% 2.5% 3.0% 3.0% DIVIDER 1039.0 0.50 M 0.50 M 1038.5 0.40 M 0.40 M 1038.0 1037.5 1037.0 Datum: 1036.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.025 1037.229 1037.432 1037.632 1037.829 1038.018 1038.153 1038.287 1038.422 1038.555 1038.687

FGL:OFF -12.401 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.487

FGL:RL 1037.097 1039.173 1039.173 1039.226 1039.363 1039.363 1039.363 1039.226 1039.173 1039.173 1038.555

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

330 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1039.5 1.75 M 1.75 M SHOULDER CAMBER Cross Section @ Chainage: 1980.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1039.0 DIVIDER

1038.5 0.50 M 0.50 M 0.40 M 0.40 M 1038.0 1037.5 1037.0 Datum: 1036.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.278 1037.624 1037.758 1037.892 1038.025 1038.159 1038.293 1038.427 1038.56 1038.694 1038.828

FGL:OFF -11.02 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.707

FGL:RL 1037.507 1038.892 1038.892 1038.945 1039.082 1039.082 1039.082 1038.945 1038.892 1038.892 1038.664

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

331 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1039.0 SHOULDER CAMBER Cross Section @ Chainage: 2010.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1038.5 DIVIDER 0.50 M 0.50 M 1038.0 0.40 M 0.40 M 1037.5 1037.0 Datum: 1036.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.0 1037.189 1037.377 1037.55 1037.724 1037.897 1038.07 1038.238 1038.373 1038.509 1038.644

FGL:OFF -11.238 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.528

FGL:RL 1037.116 1038.61 1038.61 1038.663 1038.8 1038.8 1038.8 1038.663 1038.61 1038.61 1038.471

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

332 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1039.0 1.75 M Cross Section @ Chainage: 2040.0 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1038.5 3.0% 3.0% DIVIDER 1038.0 0.50 M 0.50 M 0.40 M 0.40 M 1037.5 1037.0 Datum: 1036.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.0 1037.182 1037.373 1037.564 1037.756 1037.966 1038.103 1038.24 1038.378 1038.516 1038.654

FGL:OFF -10.636 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.32

FGL:RL 1037.136 1038.329 1038.329 1038.382 1038.519 1038.519 1038.519 1038.382 1038.329 1038.329 1038.469

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

333 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

Cross Section @ Chainage: 2070.0 1039.5 15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M 1039.0 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 1038.5 0.50 M 0.50 M 1038.0 0.40 M 0.40 M 1037.5 Datum: 1037.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.846 1038.024 1038.157 1038.29 1038.424 1038.557 1038.69 1038.823 1038.954 1039.132 1039.341

FGL:OFF -8.262 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.774

FGL:RL 1038.071 1038.048 1038.048 1038.101 1038.238 1038.238 1038.238 1038.101 1038.048 1038.048 1039.095

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

334 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III Cross Section @ Chainage: 2100.0 50mm BM 75mm WBM Gr-II 225mm WBM Gr-II 1040.0 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1039.5 1039.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1038.5 3.0% DIVIDER 3.0% 1038.0 0.50 M 0.50 M 1037.5 0.40 M 0.40 M Datum: 1037.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1038.315 1038.439 1038.564 1038.688 1038.812 1038.936 1039.107 1039.328 1039.549 1039.76 1039.971

FGL:OFF -8.602 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.239

FGL:RL 1038.471 1037.767 1037.767 1037.82 1037.957 1037.957 1037.957 1037.82 1037.767 1037.767 1039.744

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

335 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III Cross Section @ Chainage: 2130.0 50mm BM 1040.0 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1039.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0% 1038.0 0.50 M 0.50 M 0.40 M 0.40 M 1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.331 1037.733 1038.053 1038.372 1038.692 1038.898 1039.163 1039.355 1039.547 1039.734 1039.916

FGL:OFF -8.374 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.319

FGL:RL 1037.836 1037.587 1037.587 1037.64 1037.777 1037.777 1037.777 1037.64 1037.587 1037.587 1039.724

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

336 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M 1038.0 SHOULDER CrossCAMBER Section @ Chainage: 2160.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 1037.0 0.50 M 0.40 M 0.40 M

1036.0

1035.0

1034.0

1033.0

Datum: 1032.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1033.222 1034.06 1034.895 1035.247 1035.53 1035.81 1036.103 1036.426 1036.748 1037.074 1037.414

FGL:OFF -16.702 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.077

FGL:RL 1033.222 1037.448 1037.448 1037.501 1037.638 1037.638 1037.638 1037.501 1037.448 1037.448 1037.035

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

337 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1038.0 1.75 M 1.75 M SHOULDERCross Section @ Chainage:CAMBER 2190.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M

1036.0

1034.0

1032.0

1030.0

Datum: 1028.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1030.0 1030.0 1030.344 1031.068 1031.792 1032.456 1033.062 1033.667 1034.273 1034.879 1035.306

FGL:OFF -22.866 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 12.532

FGL:RL 1030.0 1037.308 1037.308 1037.361 1037.498 1037.498 1037.498 1037.361 1037.308 1037.308 1035.167

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

338 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1038.0 1.75 M 1.75 M

SHOULDERCross Section @ Chainage:CAMBER 2220.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M

1036.0

1034.0

1032.0

1030.0

Datum: 1028.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1030.0 1030.276 1030.719 1031.163 1031.606 1032.05 1032.493 1032.937 1033.38 1033.822 1034.253

FGL:OFF -22.586 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 14.08

FGL:RL 1030.0 1037.168 1037.168 1037.221 1037.358 1037.358 1037.358 1037.221 1037.168 1037.168 1034.253

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

339 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M

Cross SectionSHOULDER @ Chainage: 2250.0 CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1036.0

1034.0

1032.0

1030.0

1028.0

Datum: 1026.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1028.168 1029.576 1030.647 1031.573 1032.499 1033.425 1034.234 1034.909 1035.316 1035.679 1036.044

FGL:OFF -25.97 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.746

FGL:RL 1028.168 1037.028 1037.028 1037.081 1037.218 1037.218 1037.218 1037.081 1037.028 1037.028 1035.78

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

340 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M Cross Section @ Chainage: 2280.0 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1036.0

1034.0

1032.0

1030.0

1028.0

Datum: 1026.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1029.618 1031.136 1032.745 1034.276 1035.206 1035.6 1035.993 1036.391 1036.786 1037.17 1037.553

FGL:OFF -22.79 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.327

FGL:RL 1029.618 1036.888 1036.888 1036.941 1037.078 1037.078 1037.078 1036.941 1036.888 1036.888 1037.041

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

341 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I 1038.0 Cross Section @ Chainage: 2310.0 15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1036.0 0.40 M 0.40 M

1034.0

1032.0

Datum: 1030.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1032.475 1033.337 1034.186 1035.015 1035.415 1035.815 1036.215 1036.613 1037.011 1037.411 1037.809

FGL:OFF -16.796 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.526

FGL:RL 1032.475 1036.748 1036.748 1036.801 1036.938 1036.938 1036.938 1036.801 1036.748 1036.748 1037.3

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

342 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I 1038.0 Cross Section @ 15.50Chainage: M 2340.0

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1037.0 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1036.0 0.40 M 0.40 M

1035.0

1034.0

1033.0

Datum: 1032.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1033.622 1034.024 1034.872 1035.0 1035.317 1035.682 1036.047 1036.404 1036.768 1037.141 1037.514

FGL:OFF -14.222 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.461

FGL:RL 1033.622 1036.608 1036.608 1036.661 1036.798 1036.798 1036.798 1036.661 1036.608 1036.608 1037.03

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

343 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

Cross Section @ Chainage: 2370.0 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M

1034.0

1032.0

1030.0

1028.0

1026.0

Datum: 1024.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1027.609 1027.944 1029.002 1032.15 1035.037 1035.415 1035.792 1036.176 1036.562 1036.949 1037.35

FGL:OFF -26.506 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.289

FGL:RL 1027.609 1036.737 1036.737 1036.79 1036.927 1036.927 1036.927 1036.79 1036.737 1036.737 1036.815

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

344 25mm SDBC 1040.0 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade Cross Section @ Chainage: 2400.0 215mm GSB Gr-I Subgrade @ 100mm 1039.0

15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 1038.0 2.5% 2.5% 3.0% DIVIDER 3.0% 0.50 M 0.50 M 1037.0 0.40 M 0.40 M

1036.0

1035.0

Datum: 1034.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1035.343 1035.726 1036.107 1036.49 1036.87 1037.25 1037.631 1038.011 1038.39 1038.77 1039.083

FGL:OFF -11.378 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.045

FGL:RL 1035.566 1037.13 1037.13 1037.183 1037.32 1037.32 1037.32 1037.183 1037.13 1037.13 1038.721

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

345 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III Cross Section @ Chainage: 2430.0 50mm BM 1040.0 75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1039.0 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% DIVIDER 1038.0 3.0% 3.0% 0.50 M 0.50 M 0.40 M 0.40 M 1037.0

1036.0

Datum: 1035.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1036.815 1037.205 1037.595 1037.98 1038.363 1038.705 1038.96 1039.216 1039.471 1039.727 1039.965

FGL:OFF -8.707 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.347

FGL:RL 1037.293 1037.522 1037.522 1037.575 1037.712 1037.712 1037.712 1037.575 1037.522 1037.522 1039.716

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

346 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade Cross Section @ Chainage: 2460.0 1040.0 215mm GSB Gr-I Subgrade @ 100mm

15.50 M 5.50 M 1.00 M 5.50 M 1039.0 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% DIVIDER 3.0%

1038.0 0.50 M 0.50 M 0.40 M 0.40 M

1037.0

1036.0

Datum: 1035.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1036.619 1037.016 1037.412 1037.808 1038.204 1038.6 1038.98 1039.217 1039.436 1039.655 1039.874

FGL:OFF -10.165 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.108

FGL:RL 1036.957 1037.915 1037.915 1037.968 1038.105 1038.105 1038.105 1037.968 1037.915 1037.915 1039.63

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

347 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1040.0 215mm GSB Gr-I Cross Section @ Chainage: 2490.0 15.50 M

5.50 M 1.00 M 5.50 M 1039.0 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 1038.0 0.50 M 0.50 M 0.40 M 0.40 M

1037.0

1036.0

1035.0

Datum: 1034.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1035.868 1036.265 1036.661 1037.058 1037.455 1037.852 1038.23 1038.518 1038.806 1039.094 1039.382

FGL:OFF -12.944 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.606

FGL:RL 1035.961 1038.308 1038.308 1038.361 1038.498 1038.498 1038.498 1038.361 1038.308 1038.308 1039.02

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

348 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

1040.0 15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBERCross Section @ Chainage: 2520.0 CAMBER SHOULDER 2.5% 2.5% 1039.0 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1038.0 0.40 M 0.40 M

1037.0

1036.0

1035.0

Datum: 1034.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1035.494 1035.902 1036.291 1036.691 1037.091 1037.471 1037.752 1038.032 1038.317 1038.65 1038.982

FGL:OFF -14.882 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.719

FGL:RL 1035.494 1038.81 1038.81 1038.863 1039.0 1039.0 1039.0 1038.863 1038.81 1038.81 1038.576

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

349 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1041.0 215mm GSB Gr-I

15.50 M

5.50 M Cross Section @1.00 Chainage: M 2550.0 5.50 M 1.75 M 1.75 M

1040.0 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER

1039.0 0.50 M 0.50 M 0.40 M 0.40 M

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.187 1037.561 1037.936 1038.31 1038.692 1038.938 1039.115 1039.313 1039.661 1039.903 1040.112

FGL:OFF -12.657 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.413

FGL:RL 1037.299 1039.502 1039.502 1039.555 1039.692 1039.692 1039.692 1039.555 1039.502 1039.502 1039.828

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

350 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1041.5 Cross Section @15.50 Chainage: M 2580.0 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 1041.0 2.5% 2.5% 3.0% DIVIDER 3.0% 1040.5 0.50 M 0.50 M 1040.0 0.40 M 0.40 M 1039.5 1039.0 Datum: 1038.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1039.376 1039.567 1039.759 1039.95 1040.141 1040.332 1040.524 1040.715 1040.903 1041.084 1041.261

FGL:OFF -9.504 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.674

FGL:RL 1039.567 1040.194 1040.194 1040.247 1040.384 1040.384 1040.384 1040.247 1040.194 1040.194 1041.041

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

351 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm Cross Section @ Chainage: 2610.0 1042.5 15.50 M 1.00 M 5.50 M 5.50 M 1042.0 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1041.5 3.0% DIVIDER 3.0%

1041.0 0.50 M 0.50 M 0.40 M 0.40 M 1040.5 1040.0 Datum: 1039.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1040.435 1040.628 1040.821 1041.014 1041.199 1041.389 1041.583 1041.777 1041.971 1042.173 1042.345

FGL:OFF -8.675 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.875

FGL:RL 1040.673 1040.886 1040.886 1040.939 1041.076 1041.076 1041.076 1040.939 1040.886 1040.886 1042.137

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

352 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

Cross Section @ Chainage: 2640.0 15.50 M 1042.5 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1042.0 3.0% DIVIDER 3.0% 1041.5 0.50 M 0.50 M 1041.0 0.40 M 0.40 M 1040.5 1040.0 Datum: 1039.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1040.455 1040.658 1040.86 1041.059 1041.258 1041.456 1041.655 1041.854 1042.052 1042.249 1042.446

FGL:OFF -9.462 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.72

FGL:RL 1040.66 1041.266 1041.266 1041.319 1041.456 1041.456 1041.456 1041.319 1041.266 1041.266 1042.205

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

353 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

1042.5 Cross Section @ Chainage: 2670.0 15.50 M 5.50 M 1.00 M 5.50 M 1042.0 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1041.5 3.0% DIVIDER 3.0%

1041.0 0.50 M 0.50 M 0.40 M 0.40 M 1040.5 1040.0 Datum: 1039.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1040.09 1040.288 1040.506 1040.721 1040.922 1041.116 1041.307 1041.499 1041.7 1041.901 1042.1

FGL:OFF -9.529 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.715

FGL:RL 1040.287 1040.926 1040.926 1040.979 1041.116 1041.116 1041.116 1040.979 1040.926 1040.926 1041.856

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

354 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm

Cross Section @ Chainage: 2700.0 1041.5 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 1041.0 2.5% 2.5% 3.0% DIVIDER 3.0% 1040.5 0.50 M 0.50 M 1040.0 0.40 M 0.40 M 1039.5 1039.0 Datum: 1038.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1039.375 1039.585 1039.794 1040.003 1040.213 1040.422 1040.632 1040.85 1041.054 1041.25 1041.448

FGL:OFF -9.584 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.729

FGL:RL 1039.581 1040.248 1040.248 1040.301 1040.438 1040.438 1040.438 1040.301 1040.248 1040.248 1041.207

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

355 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I Subgrade @ 100mm 1041.5 Cross Section @15.50 Chainage: M 2730.0 5.50 M 1.00 M 5.50 M 1041.0 1.75 M 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1040.5 3.0% DIVIDER 3.0%

1040.0 0.50 M 0.50 M 0.40 M 0.40 M 1039.5 1039.0 Datum: 1038.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1039.022 1039.243 1039.464 1039.673 1039.883 1040.086 1040.282 1040.478 1040.666 1040.853 1041.03

FGL:OFF -9.562 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.707

FGL:RL 1039.24 1039.896 1039.896 1039.949 1040.086 1040.086 1040.086 1039.949 1039.896 1039.896 1040.811

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

356 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 1041.0 215mm GSB Gr-I

Cross Section @15.50 Chainage: M 2760.0

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

1040.0 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER

1039.0 0.50 M 0.50 M 0.40 M 0.40 M

1038.0

1037.0

Datum: 1036.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1037.703 1038.092 1038.48 1038.869 1039.137 1039.344 1039.55 1039.756 1039.962 1040.168 1040.374

FGL:OFF -11.297 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.577

FGL:RL 1037.937 1039.46 1039.46 1039.513 1039.65 1039.65 1039.65 1039.513 1039.46 1039.46 1040.114

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

357 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1040.0 5.50 M 1.00 M 5.50 M 1.75 M Cross Section @ Chainage: 2790.0 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1039.0 DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1038.0

1037.0

1036.0

Datum: 1035.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1036.108 1036.49 1036.873 1037.256 1037.639 1038.021 1038.29 1038.561 1038.836 1039.112 1039.387

FGL:OFF -14.166 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.341

FGL:RL 1036.108 1039.066 1039.066 1039.119 1039.256 1039.256 1039.256 1039.119 1039.066 1039.066 1039.021

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

358 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBERCross Section @ Chainage: 2820.0 CAMBER SHOULDER 1039.0 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1038.0 0.40 M 0.40 M

1037.0

1036.0

1035.0

Datum: 1034.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1035.0 1035.0 1035.004 1035.382 1035.772 1036.162 1036.55 1036.931 1037.313 1037.695 1038.076

FGL:OFF -15.612 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.117

FGL:RL 1035.0 1038.681 1038.681 1038.734 1038.871 1038.871 1038.871 1038.734 1038.681 1038.681 1037.747

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

359 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1039.0 1.75 M 1.75 M SHOULDER CAMBER Cross Section @ Chainage: 2850.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 1038.0 0.50 M 0.50 M 0.40 M 0.40 M

1037.0

1036.0

1035.0

Datum: 1034.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1035.0 1035.0 1035.0 1035.136 1035.533 1035.93 1036.327 1036.725 1037.122 1037.519 1037.916

FGL:OFF -14.868 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.781

FGL:RL 1035.0 1038.309 1038.309 1038.362 1038.499 1038.499 1038.499 1038.362 1038.309 1038.309 1037.544

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

360 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M Cross Section @ Chainage: 2880.0 1.75 M 1039.0 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1038.0 0.40 M 0.40 M

1037.0

1036.0

1035.0

Datum: 1034.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1035.049 1035.424 1035.817 1036.209 1036.601 1036.993 1037.385 1037.777 1038.169 1038.562 1038.956

FGL:OFF -15.26 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.466

FGL:RL 1035.049 1038.554 1038.554 1038.607 1038.744 1038.744 1038.744 1038.607 1038.554 1038.554 1038.446

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

361 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

1040.0 15.50 M 5.50 M Cross Section @1.00 Chainage: M 2910.0 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1039.0 DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M 1038.0

1037.0

1036.0

Datum: 1035.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1036.203 1036.596 1036.988 1037.382 1037.774 1038.166 1038.558 1038.95 1039.19 1039.408 1039.625

FGL:OFF -13.881 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.405

FGL:RL 1036.213 1039.029 1039.029 1039.082 1039.219 1039.219 1039.219 1039.082 1039.029 1039.029 1039.34

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

362 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 2940.0 CAMBER SHOULDER 1040.0 2.5% 2.5% 3.0% 3.0% DIVIDER 1039.5 0.50 M 0.50 M 1039.0 0.40 M 0.40 M 1038.5 Datum: 1038.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1038.6 1038.754 1038.908 1039.037 1039.131 1039.225 1039.32 1039.414 1039.461 1039.53 1039.611

FGL:OFF -10.318 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.74

FGL:RL 1038.726 1039.76 1039.76 1039.813 1039.95 1039.95 1039.95 1039.813 1039.76 1039.76 1039.515

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

363 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

1041.5 15.50 M 5.50 M 1.00 M 5.50 M 1.75 M Cross Section @ Chainage: 2970.0 1.75 M

1041.0 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1040.5 DIVIDER

1040.0 0.50 M 0.50 M 0.40 M 0.40 M 1039.5 1039.0 1038.5 Datum: 1038.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1038.913 1039.158 1039.403 1039.648 1039.87 1040.078 1040.273 1040.469 1040.664 1040.859 1041.053

FGL:OFF -11.165 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.386

FGL:RL 1039.067 1040.525 1040.525 1040.578 1040.715 1040.715 1040.715 1040.578 1040.525 1040.525 1040.797

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

364 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1042.0 1.75 M Cross Section @ Chainage: 3000.0 1.75 M SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1041.5 3.0% 3.0% DIVIDER 1041.0 0.50 M 0.50 M 1040.5 0.40 M 0.40 M 1040.0 1039.5 Datum: 1039.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1039.623 1039.841 1040.053 1040.251 1040.448 1040.646 1040.844 1041.041 1041.238 1041.435 1041.632

FGL:OFF -11.325 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.288

FGL:RL 1039.753 1041.29 1041.29 1041.343 1041.48 1041.48 1041.48 1041.343 1041.29 1041.29 1041.367

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

365 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1042.5 SHOULDER CAMBER Cross Section @ Chainage: 3030.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1042.0 DIVIDER 0.50 M 0.50 M 1041.5 0.40 M 0.40 M 1041.0 1040.5 1040.0 Datum: 1039.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1040.265 1040.457 1040.648 1040.839 1041.029 1041.22 1041.411 1041.602 1041.793 1041.983 1042.173

FGL:OFF -11.628 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.502

FGL:RL 1040.366 1042.055 1042.055 1042.108 1042.245 1042.245 1042.245 1042.108 1042.055 1042.055 1041.929

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

366 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1043.5 Cross Section @ Chainage: 3060.0 SHOULDER CAMBER CAMBER SHOULDER 2.5% 2.5% 1043.0 3.0% 3.0% DIVIDER 1042.5 0.50 M 0.50 M 0.40 M 0.40 M 1042.0 1041.5 1041.0 Datum: 1040.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1041.202 1041.39 1041.578 1041.765 1041.952 1042.14 1042.327 1042.515 1042.702 1042.889 1043.077

FGL:OFF -11.259 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.251

FGL:RL 1041.317 1042.821 1042.821 1042.874 1043.011 1043.011 1043.011 1042.874 1042.821 1042.821 1042.822

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

367 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

1044.5 5.50 M 1.00 M 5.50 M 1.75 M Cross Section @ Chainage: 3090.0 1.75 M SHOULDER CAMBER CAMBER SHOULDER 1044.0 2.5% 2.5% 3.0% 3.0% 1043.5 DIVIDER 0.50 M 0.50 M 1043.0 0.40 M 0.40 M 1042.5 1042.0 1041.5 Datum: 1041.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1041.88 1042.065 1042.251 1042.458 1042.672 1042.972 1043.212 1043.442 1043.671 1043.901 1044.085

FGL:OFF -11.614 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.332

FGL:RL 1041.978 1043.66 1043.66 1043.713 1043.85 1043.85 1043.85 1043.713 1043.66 1043.66 1043.824

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

368 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1046.0 SHOULDER CAMBER Cross Section @ Chainage: 3120.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1045.0 0.40 M 0.40 M

1044.0

1043.0

Datum: 1042.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1043.214 1043.403 1043.585 1043.766 1043.947 1044.106 1044.255 1044.405 1044.555 1044.708 1044.862

FGL:OFF -12.976 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.037

FGL:RL 1043.257 1045.62 1045.62 1045.673 1045.81 1045.81 1045.81 1045.673 1045.62 1045.62 1044.726

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

369 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1048.0 SHOULDER CAMBER Cross Section @ Chainage: 3150.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER 0.50 M 0.50 M 1047.0 0.40 M 0.40 M

1046.0

1045.0

Datum: 1044.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1045.018 1045.276 1045.534 1045.791 1046.036 1046.28 1046.525 1046.769 1047.002 1047.036 1047.069

FGL:OFF -13.293 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.341

FGL:RL 1045.059 1047.58 1047.58 1047.633 1047.77 1047.77 1047.77 1047.633 1047.58 1047.58 1047.034

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

370 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1050.0 SHOULDER CAMBER Cross Section @ Chainage: 3180.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1049.5 DIVIDER

1049.0 0.50 M 0.50 M 0.40 M 0.40 M 1048.5 1048.0 1047.5 1047.0 Datum: 1046.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1047.484 1047.511 1047.534 1047.563 1047.595 1047.622 1047.647 1047.673 1047.699 1047.725 1047.75

FGL:OFF -12.342 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 11.854

FGL:RL 1047.494 1049.54 1049.54 1049.593 1049.73 1049.73 1049.73 1049.593 1049.54 1049.54 1047.738

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

371 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 3210.0 CAMBER SHOULDER 1051.8 2.5% 2.5% 1051.6 3.0% 3.0% 1051.4 DIVIDER 1051.2 1051.0 0.50 M 0.50 M Datum: 1050.61050.8 0.40 M 0.40 M

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1050.864 1050.886 1050.907 1050.917 1050.928 1050.932 1050.934 1050.936 1050.934 1050.928 1050.921

FGL:OFF -9.478 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.394

FGL:RL 1050.886 1051.5 1051.5 1051.553 1051.69 1051.69 1051.69 1051.553 1051.5 1051.5 1050.928

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

372 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 3240.0 CAMBER SHOULDER 1052.8 2.5% 2.5% 1052.7 3.0% 3.0% Datum: 1052.41052.51052.6 DIVIDER 0.50 M 0.50 M 0.40 M 0.40 M

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1052.536 1052.539 1052.542 1052.544 1052.545 1052.547 1052.547 1052.547 1052.546 1052.545 1052.545

FGL:OFF -8.328 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.317

FGL:RL 1052.54 1052.579 1052.579 1052.632 1052.769 1052.769 1052.769 1052.632 1052.579 1052.579 1052.545

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

373 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 3270.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% DIVIDER Datum: 1054.61054.7 0.50 M 0.50 M 0.40 M 0.40 M

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1054.758 1054.806 1054.843 1054.876 1054.889 1054.902 1054.915 1054.91 1054.903 1054.907 1054.994

FGL:OFF -8.47 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.293

FGL:RL 1054.817 1054.927 1054.927 1054.98 1055.117 1055.117 1055.117 1054.98 1054.927 1054.927 1054.906

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

374 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M 1.00 M 5.50 M 5.50 M 1.75 M 1.75 M

SHOULDER CAMBER Cross Section @ Chainage: 3300.0 CAMBER SHOULDER 1058.7 2.5% 2.5% 1058.6 3.0% 3.0% 1058.41058.5 DIVIDER Datum: 1058.11058.21058.3 0.50 M 0.50 M 0.40 M 0.40 M

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1058.216 1058.239 1058.258 1058.271 1058.292 1058.313 1058.318 1058.319 1058.329 1058.326 1058.32

FGL:OFF -8.62 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.454

FGL:RL 1058.244 1058.429 1058.429 1058.482 1058.619 1058.619 1058.619 1058.482 1058.429 1058.429 1058.327

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

375 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M Cross Section @ Chainage: 3330.0 1.75 M 1059.8 SHOULDER CAMBER CAMBER SHOULDER 1059.6 2.5% 2.5% 1059.4 3.0% 3.0% 1059.2 DIVIDER 1059.0 1058.8 0.50 M 0.50 M Datum: 1058.6 0.40 M 0.40 M

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1059.709 1059.596 1059.494 1059.402 1059.313 1059.247 1059.185 1059.121 1059.062 1059.023 1058.978

FGL:OFF -8.376 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.813

FGL:RL 1059.563 1059.312 1059.312 1059.365 1059.502 1059.502 1059.502 1059.365 1059.312 1059.312 1059.031

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

376 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M 1060.2 SHOULDER CAMBER Cross Section @ Chainage: 3360.0 CAMBER SHOULDER 2.5% 2.5% 1060.0 3.0% 3.0% 1059.8 DIVIDER 1059.6 0.50 M 1059.4 0.50 M 1059.2 0.40 M 0.40 M Datum: 1058.81059.0

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1059.128 1059.198 1059.263 1059.325 1059.384 1059.443 1059.495 1059.542 1059.583 1059.618 1059.65

FGL:OFF -9.49 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 8.667

FGL:RL 1059.198 1059.818 1059.818 1059.871 1060.008 1060.008 1060.008 1059.871 1059.818 1059.818 1059.61

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

377 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1062.0 1.75 M 1.75 M SHOULDER CAMBER Cross Section @ Chainage: 3390.0 CAMBER SHOULDER 2.5% 2.5% 1061.5 3.0% 3.0% DIVIDER

1061.0 0.50 M 0.50 M 0.40 M 0.40 M 1060.5 1060.0 Datum: 1059.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1060.575 1060.662 1060.678 1060.758 1060.859 1061.0 1060.788 1060.689 1060.578 1060.423 1060.221

FGL:OFF -9.673 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 10.208

FGL:RL 1060.659 1061.37 1061.37 1061.423 1061.56 1061.56 1061.56 1061.423 1061.37 1061.37 1060.391

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

378 25mm SDBC 20mm Prime Coat & track Coat 75mm WBM Gr-III 50mm BM

75mm WBM Gr-II 225mm WBM Gr-II 125mm Subgrade 215mm GSB Gr-I

15.50 M

5.50 M 1.00 M 5.50 M 1.75 M 1.75 M

1061.5 SHOULDER CAMBER Cross Section @ Chainage: 3405.0 CAMBER SHOULDER 2.5% 2.5% 3.0% 3.0% 1061.0 DIVIDER 0.50 M 1060.5 0.50 M 0.40 M 0.40 M 1060.0 Datum: 1059.5

OGL:OFF -14.0 -9.5 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 9.5 14.0

OGL:RL 1060.985 1060.875 1060.735 1060.989 1060.995 1061.0 1060.785 1060.368 1060.225 1060.158 1060.201

FGL:OFF -8.62 -8.25 -7.75 -6.0 -0.5 0.0 0.5 6.0 7.75 8.25 9.975

FGL:RL 1060.84 1061.025 1061.025 1061.078 1061.215 1061.215 1061.215 1061.078 1061.025 1061.025 1060.163

SCALE:- AMTIPANI CHIRODIH BAUXITE DEPOSIT

HOR-1:100 CROSS SECTION OF PROPOSED ROAD OF AMTIPANI CHIRODIH BAUXITE DEPOSIT VER- 1:100 LESSEE:- MINERALS & MINERALS LIMITED

379

0.00 900.00 15 430 112.740 743.330 856.067 - -

CURVE NO-C2 T1-

T2- CL- 27 1065.0- 61

28.757

225.355 254.112 - -

CURVE NO-C1 1060.0- T1- T2- CL-

1055.0-

1050.0-

1045.0-

1040.0-

DATUM 1035.0

FILL 0.625 0.286 0.987 0.0 0.0 0.0 2.767 3.977 3.671 3.895 2.823 1.827 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.508 0.0 0.0 1.181 2.425 3.254 3.047 2.885 1.307 0.0 0.0

CUT 0.625 0.286 0.987 -2.629 -2.763 -2.658 2.767 3.977 3.671 3.895 2.823 1.827 0.0 0.0 -2.336 -6.074 -6.385 -4.589 -2.834 -0.883 0.508 -3.594 -0.645 1.181 2.425 3.254 3.047 2.885 1.307 -4.813 -4.326

Gradient 1.473% 2.203% 2.203% 1.707% 1.113% 1.413% -3.763% -4.043% -4.047% -1.91% 0.09% 0.09% 1.293% 2.93% -2.107% -2.86% -2.86% -2.863% -2.86% -2.86% -2.86% -1.45% 0.37% -0.543% -0.54% -0.54% -0.54% -0.54% -0.377% -0.54%

FGL 1047.625 1048.286 1048.947 1049.459 1049.793 1050.217 1048.862 1047.649 1046.435 1045.862 1045.889 1045.916 1046.304 1047.183 1055.14 1054.282 1053.424 1052.565 1051.707 1050.849 1049.991 1056.585 1056.696 1056.533 1056.371 1056.209 1056.047 1055.885 1055.772 1057.182 1057.02

OGL 1047.96 1052.088 1052.556 1052.875 1046.304 1047.183 1047.0 1048.0 1042.764 1041.967 1043.066 1044.089 1051.732 1049.483 1046.095 1043.672 1059.809 1057.154 1054.541 1053.0 1054.465 1057.476 1060.356 1055.352 1053.946 1052.955 1053.0 1061.995 1061.346 1060.179 1057.341

Chainage 810.0 840.0 870.0 900.0 690.0 720.0 750.0 780.0 570.0 600.0 630.0 660.0 450.0 480.0 510.0 540.0 360.0 390.0 420.0 240.0 270.0 300.0 330.0 120.0 150.0 180.0 210.0 0.0 30.0 60.0 90.0 LS FROM CH:-0.0 TO CH:-900.0

380 900.00 50

41

35.51

1208.455 1243.963 -

-

CL-

T2-

T1-

CURVE NO-C4 CURVE

57

60

59.450

1033.235 1092.668 -

-

T2- CL-

T1- CURVE NO-C3 CURVE

1800

1065.0-

1060.0-

1055.0-

1050.0-

1045.0-

1040.0-

1035.0-

DATUM 1030.0

FILL 2.38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.756 3.822 3.758 2.617 2.696 2.663 2.523 1.721 2.695 3.796 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CUT 0.0 0.0 0.0 -3.462 -3.678 -3.699 -2.36 -1.452 -5.129 -4.859 -4.528 -4.679 -4.664 -4.499 -3.866 -2.658 -2.874 -3.174 -2.682 -2.306 -3.149 -3.125 -3.38

Gradient -6.08% -5.627% -5.627% -5.543% -0.527% -0.53% -0.53% -0.527% -1.163% -2.453% -2.457% -4.457% -6.387% -6.39% -6.387% -6.39% 2.823% 2.827% 2.753% 2.437% 2.433% 0.22% -0.617% 1.833% 1.83% 1.83% 1.833% 2.44% 2.827% 2.823%

FGL 1046.056 1044.368 1042.68 1041.017 1040.859 1040.7 1040.541 1040.383 1058.356 1057.62 1056.883 1055.546 1053.63 1051.713 1049.797 1047.88 1055.689 1056.537 1057.363 1058.094 1058.824 1058.89 1058.705 1050.217 1050.767 1051.316 1051.865 1052.415 1053.147 1053.995 1054.842

OGL 1038.018 1038.003 1038.922 1038.4 1038.163 1038.037 1047.102 1044.084 1042.3 1040.546 1060.582 1057.906 1055.082 1049.992 1062.571 1061.818 1061.298 1061.891 1062.773 1063.488 1063.389 1057.12 1058.222 1060.818 1061.396 1054.49 1054.547 1054.721 1056.296 1052.875 1053.641

Chainage 1770.0 1800.0 1650.0 1680.0 1710.0 1740.0 1530.0 1560.0 1590.0 1620.0 1410.0 1440.0 1470.0 1500.0 1320.0 1350.0 1380.0 1200.0 1230.0 1260.0 1290.0 1080.0 1110.0 1140.0 1170.0 960.0 990.0 1020.0 1050.0 900.0 930.0 LS FROM CH:-900.0 TO CH:-1800.0

381

30

67

35.10 35.10

2129.239 2129.239

2094.143 2094.143 -

-

28

56

CL-

T2-

T1-

CURVE NO-C6 CURVE

27.20 27.20

2166.410 2166.410

2139.208 2139.208 -

-

CL-

T2-

T1- CURVE NO-C7 CURVE

2700

143.87 143.87

2744.901 2744.901 CL-

2601.036 2601.036

T2-

82

T1-

101 -

-

CURVE NO-C9 CURVE

74.6

79

102.90

42

57

1922.405

1819.505

42.15 42.15

2344.154 2344.154 2302.006 2302.006

- -

-

CL-

-

T2-

T1-

CURVE NO-C5 CURVE

CL-

T2-

T1- CURVE NO-C8 CURVE

2400 2400

1800 1045.0-

1040.0-

1035.0-

1030.0-

DATUM 1025.0

FILL 1.529 0.754 0.052 0.0 0.0 0.0 0.016 1.123 1.116 1.512 0.07 0.0 0.0 0.646 0.0 0.0 0.0 1.828 5.042 5.308 3.793 1.478 2.189 2.101 1.879 1.595 1.345 0.923 0.903 0.553 2.38

CUT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.754 -0.313 0.0 0.0 0.016 0.07 -0.993 -0.495 -0.319 -0.979 -1.121 5.042 5.308 3.793 2.189 2.101 1.879 1.595 1.345 0.923 0.903 0.553 2.38

Gradient 1.673% 2.307% 2.307% 2.307% 1.267% -1.133% -2.26% -0.467% -0.467% 0.43% 1.31% 1.307% 1.31% 1.31% -0.937% -0.937% -0.6% -0.463% -0.467% -0.467% -0.467% -0.467% -0.53% -0.527% -0.53% -0.877% -0.937% -0.937% -0.94% -0.937%

FGL 1039.0 1039.692 1040.384 1041.076 1041.456 1041.116 1040.438 1036.938 1036.798 1036.927 1037.32 1037.712 1038.105 1038.498 1038.238 1037.957 1037.777 1037.638 1037.498 1037.358 1037.218 1037.078 1040.224 1040.066 1039.907 1039.644 1039.363 1039.082 1038.8 1038.519 1040.383

OGL 1040.422 1040.332 1041.389 1041.456 1041.116 1038.6 1037.852 1037.471 1038.938 1035.415 1037.25 1038.705 1033.425 1035.6 1035.815 1035.682 1038.898 1035.81 1032.456 1032.05 1037.897 1037.966 1038.557 1038.936 1038.028 1038.049 1038.018 1038.159 1038.003 1038.035 1037.965

Chainage 2700.0 2580.0 2610.0 2640.0 2670.0 2460.0 2490.0 2520.0 2550.0 2370.0 2400.0 2430.0 2250.0 2280.0 2310.0 2340.0 2130.0 2160.0 2190.0 2220.0 2010.0 2040.0 2070.0 2100.0 1890.0 1920.0 1950.0 1980.0 1800.0 1830.0 1860.0 LS FROM CH:-1800.0 TO CH:-2700.0

382 99 57 CURVE- NO-C12 - 2995.945 3094.941 T1- 99.0 35 T2- 28 CL- CURVE- NO-C11 - 2962.213 46 2979.244 T1- 17.03 121 T2- CURVE- NO-C10 CL- - 2829.745 2926.728 T1- 96.98 T2- 86

CL- 90 3405 CURVE- NO-C13 - 3200.391 3335.023 T1- 134.63 T2-

CL- 2700 1065.0-

1060.0-

1055.0-

1050.0-

1045.0-

1040.0-

1035.0-

DATUM 1030.0

FILL 0.871 0.878 1.704 1.49 2.108 0.758 0.222 0.0 2.709 2.569 1.751 1.053 0.725 0.637 0.834 1.025 0.016 0.0 0.306 1.235 -0.306 0.255 0.565 0.56 0.215

CUT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.016

Gradient 11.673% 2.943% 1.687% 5.173% -2.3% 2.553% 2.797% 6.533% 6.533% 6.533% 6.533% 3.597% 7.827% -1.283% -1.24% 0.817% 1.583% 2.437% 2.55% 2.55% 2.55% -1.173% -1.453% -1.313%

FGL 1059.502 1060.008 1061.56 1061.215 1045.81 1047.77 1049.73 1051.69 1052.769 1055.117 1058.619 1038.744 1039.219 1039.95 1040.715 1041.48 1042.245 1043.011 1043.85 1040.438 1040.086 1039.65 1039.256 1038.871 1038.499

OGL 1059.247 1059.443 1061.0 1061.0 1052.547 1054.902 1058.313 1044.106 1046.28 1047.622 1050.932 1040.646 1041.22 1042.14 1042.972 1036.993 1038.166 1039.225 1040.078 1038.021 1036.162 1035.93 1040.422 1040.086 1039.344

Chainage 3330.0 3360.0 3390.0 3405.0 3240.0 3270.0 3300.0 3120.0 3150.0 3180.0 3210.0 3000.0 3030.0 3060.0 3090.0 2880.0 2910.0 2940.0 2970.0 2790.0 2820.0 2850.0 2700.0 2730.0 2760.0 LS FROM CH:-2700.0 TO CH:-3405.0

383 M/s MINERALS & MINERALS LTD.

TECHNICAL FEASIBILITY REPORT & MASTER PLAN

TECHNICAL FEASIBILITY REPORT AND MASTER PLAN FOR THE IMPLEMENTATION OF RAINWATER HARVESTING STRUCTURE AT AMTIPANI-CHIRODIH MINING LEASE AREA IN DIST. GUMLA, (JHARKHAND)

Prepared By :- AUG 2019 GEMS PROJECTS PVT. LTD. Pundag, Argora, Ranchi Jharkhand Mob. No.: +91 9431115961, 9934307900

384 CONTENT

CHAPTER PARTICULARS TABLE/MAPS PAGE NO. I REPORT

1.0 Introduction 1

2.0 Location and Approach of M.L area 3

3.0 Requirement of water 3

Water Requirement Table-1.01 3

4.0 Scope of Study 4

5.0 Justification of Technical feasibility 4

study

6.0 Objectives of the study 5

7.0 General features of the study area 6

(i) Location & Features of M.L area Fig. -1

(ii) Areal Extent 6

(iii) Topography 7

(iv) Drainage 7

(v) Soil 7

(vi) Vegetation 8

(vii) Land use pattern 8

(viii) Climate 8

(ix) Rainfall 9

Rainfall data of Bishunpur block Table-1.02 10

385 II GEOHYDROLOGY 11

(i) Hydrological conditions 11

(ii) Ground water condition 11

III WATER HARVESTING POTENTIAL 15

(i) Computation of Run-off water 15

Monthly Monsoon Runoff (Yield)by Table-3.01 16 Strange’s Method (ii) Computation of Run-off water by 17 strange’s table (iii) Computation of water availability at 18 Kujam-I &Kujam-II IV Storage cum Percolation Pond and 23 Artificial Recharge V Conclusion 31

VI Recommendation 32

386 CHAPTER – I

R E P O R T

1.0 INTRODUCTION

M/s Minerals & Minerals Ltd. is a sister concern of Hindalco Industries

Ltd. of Aditya Birla Group. This is a Public Limited Company having its

registered office at Court Road, Lohardaga (Jharkhand). The company is

engaged in production of Bauxite to feed the same to Renukoot Plant in

Uttar Pradesh and Muri Plant in Jharkhand. The mining lease has been

granted by the Govt. of Jharkhand in favour of M/s Minerals & Minerals

Ltd. over an area of 130.01ha for Bauxite Ore mining vide letter no. BM-4-

1047/94 59M, Ranchi dated 10.01.2017 for period of 50yrs in villages

Amtipani, Chirodih and Bahagara, Block-Bishunpur, District.-Gumla, State –

Jharkhand and lease deed was registered on 11.01.2017.

The proposed production capacity from this mining lease area is 4.5 lac

T.P.A (ROM).

Mining operation will be carried out by fully mechanized opencast method

with shovel dumper combination with Drilling and Blasting. The mine

working will involve removal of top soil which will be temporarily stocked

in non-mineralized area and same will be used for spreading over

backfilled area forcultivation.

1 | P a g e 387 388 As water plays an important role in this type of project for dust

suppression, drilling, green belt, plantation purpose, this report is

prepared for developing water harvesting system in the mining lease area

on the basis of water requirement with reference to TOR issued by

MOEFCC, New Delhi and also to comply the observation raised by EAC

during presentation for grant of EC on 28th June, 2019.

The plan is prepared in accordance with the guidelines from Ground water

department, Govt. of Jharkhand.

The consultant has studied the detailed surface and ground water

scenario of the Mining Lease area and adjoining area also. The details of

the various studies carried out at the site and assessment of the ground

water conditions and design of recharge structures are given in this

report.

It is scientifically proven that the light rains in the form of drizzle for a

longer period are beneficial for recharging ground water aquifers. In case

of heavy downpour, particularly for a short span of time, the precious

rainwater only rushed out of the premises after reaching the ground

surface and ultimately reaches the river without much contribution to the

aquifer of the study area. The collection of the run-off water and storing in

surface and inducing more recharge to ground water system is essential

to use the same assource.

2 | P a g e 389

2.0 LOCATION AND APPROACH OF MINING LEASEAREA

Location Co-ordinate Approach Village - Amtipani, Lat- 230 10’ 10.801”N to (i) Highway SH-9 – 5.5Km Chirodih&Bahagara, 230 21’ 25.361”N (ii) Railway Station – Lohardaga – 45Km Block - Bishunpur (iii) Nearest Airport – Ranchi – 107Km Dist. –Gumla Long- 840 17’ 6.782”E to (Jharkhand) 840 17’ 41.044”E

3.0 REQUIREMENT OFWATER

Water Requirement for different uses in Mining Lease area as assessed

are Placed at Table - 1.01.

Table – 1.01

Water Requirements

Sl. Particulars Quantity in KLD No. 1 Dust Suppression 15

2 Vehicle equipment maintenance 2

3 Greenbelt development 5

4 Drinking water at mine site 2

5 Domestic use (other than drinking) 6

Total 30

3 | P a g e 390 4.0 SCOPE OFSTUDY

 Assessment of excess quantum of water available from rainwater

harvesting pond in nearby Mines i.e. Kujam-I and Kujam-II for

making use in Amtipani, Chirodih Mines in 1st year of mining

activity only.

 Preparation of water management plan for the implementationof

Water Harvesting System inside mining lease area and fulfill the

required water demand of 30KLD from 2ndyearonwards in the

proposed Amtipani-Chirodih mine.

5.0 JUSTIFICATION OF THE TECHNICAL FEASIBILITYSTUDY

The proper understanding of the present ground water situation and

the likely changes in time due to proposed activities in the mining

lease area is very important to have water protection and water

resources management.

Storage of water and recharge to the aquifers need suitable site-specific

techniques.

It is appreciable that Rainwater Harvesting has become the most

successful scientific and cost effective technology in getting an ever

lasting solution in order to overcome the water shortage, particularly in

non- monsoon period.

4 | P a g e 391 It is a right decision to look into the possibilities of introducing the

innovative techniques and systems of Rainwater Harvesting at the

premises.

This important study has been entrusted to M/s GEMS PROJECTS PVT.

LTD., Ranchi with a view to carry out a detail Technical Feasibility Study on

Ground water condition and Implementation of Rainwater Harvesting

Systems in Mining lease area.

6.0 OBJECTIVES OF THESTUDY

 Availability of water accumulated in the nearby mines i.e. Kujam-I

and Kujam-II to use in the proposed Amtipani-Chirodih mine for the

1st year only for carrying out mining activity.

 The primary objective of this study is to find out the quantity of run-

off water generated from the study area of Amtipani-Chirodih mine

and suggest suitable measures to harvest 30 KLD Water as well as

mandatory quantity of run-off water required for ground

waterrecharge.

 To prepare a master plan and cost effective design for

implementation of the rainwater harvesting scheme to augment

ground waterrecharge for the proposed Amtipani-Chirodih mine.

 To assess the ground water condition of the Mining lease area and

improve the resources by RainwaterHarvesting.

5 | P a g e 392  To identify suitable locations for the storage of run-off water for

direct use of harvestedwater.

 To identify the sub-surface formation occurring at the studyarea.

7.0 GENERAL FEATURES OF THE STUDYAREA

i. Features of Mining Leasearea

Location and general features of the Mining Lease Area are shown in

Figure-1 (enclosed).

ii. ArealExtent

The areal extent of the Mining lease area is 130.01Ha covering

villages-Amtipani, Chirodih and Bahagara.

6 | P a g e 393 iii. Topography

The AmtipaniChirodih plateau is elongated from North to South and

is Polygonal in shape. Slopes are gradually all around the plateau.

Surface of the plateau is more or less plain with little elevation

difference. General slope of the surface is towards eastern and

western scarp of the plateau. Almost whole area is covered with soil.

iv. Drainage

During monsoon, rainwater drains down the escarpments, the

natural slope of plateau acts as the drainage system.

v. Soil

The red calcareous soils are found. They are mostly sandy loam

mixed with kankar. A thick of pellet, modular, ferruginous, red

laterites of Pleistocene age are found to occur as extensive caping

over gneissic rocks.

7 | P a g e 394

vi. Vegetation

Sal and Asan trees of varying heights are observed with isolated

patches of bushes of Lantana species at some places outside the

lease hold area.

vii. Land usePattern

The land use pattern in Mining lease area consists of proposed

mining area and open space for other utilities. The proposed roads

and storm water drains are to be channelized in the M.L. area.

A large surface water storage pond/reservoir is proposed on the

east-centralside of the mining lease area. The isolated open areas

will be used for green belt generation and construction of Rain

Water harvesting and recharge structures.

viii. Climate

The hydro-meteorological features of the area are very important to

evaluate the ground water scenario and understanding the weather

situation. The IMD meteorological station and rain gauge stations

maintained by State Govt. in surrounding blocks are collected and

analyzed. The mean maximum temperature is 38.20C in month at 8 | P a g e 395 may while the mean minimum temp is 20.10C in the month at Nov.

The maximum relative humidity was observed as 81% during

monsoon season.

ix. Rainfall

To have a comprehensive picture of rainfall availability, the monthly

rainfall data for monsoon months for last 19 years (2000 to 2018)

of the concerned block-Bishunpur was collected from the Statistical

department, Gumla and placed at Table-1.02.

Rainfall is contributed mainly by the south-west monsoon (>80%)

commencing from the month of mid-June and ending in October. In

other season rains are erratic and the rainfall during North East

monsoon is negligible.

There are four distinct seasons which characterize the study site.

Seasons of the Study site

Season Months

 Hot Weatherperiod March to May  South WestMonsoon June to September  North EastMonsoon October to December  Winter (PostMonsoon) January to February

9 | P a g e 396 Table – 1.02

Rainfall Data of Monsoon Months

Block –Bishnupur Unit -MM

District - Gumla

MONSOON Sl. YIELD IN DEPENDABILITY Year JUN JUL AUG SEP OCT TOTAL No. DESCENDING M/N+1x100% ORDER 1 2000 325.25 230.00 147.00 283.00 24.00 1009.25 1457.70 5.0 2 2001 209.00 448.20 155.00 60.20 0.00 872.40 1283.50 10.0 3 2002 120.00 247.00 219.00 17.00 44.00 647.00 1216.40 15.0 4 2003 112.60 142.60 342.70 302.50 216.50 1116.90 1116.90 20.0 5 2004 120.50 188.50 229.20 299.40 51.30 888.90 1088.60 25.0 6 2005 190.50 303.00 181.25 184.40 30.20 889.35 1064.20 30.0 7 2006 169.00 347.50 396.50 134.20 17.00 1064.20 1009.25 35.0 8 2007 72.80 250.50 413.80 306.70 44.80 1088.60 934.90 40.0 9 2008 120.00 247.00 219.00 219.00 44.00 849.00 889.35 45.0 10 2009 120.00 247.00 219.00 219.00 44.00 849.00 888.90 50.0 11 2010 120.00 247.00 219.00 219.00 44.00 849.00 872.40 55.0 12 2011 289.00 296.80 322.80 296.80 11.00 1216.40 860.50 60.0 13 2012 127.00 225.60 156.60 132.10 55.20 695.50 849.00 65.0 14 2013 177.20 130.30 123.50 142.20 227.50 800.70 849.00 70.0 15 2014 69.80 185.50 186.40 101.20 22.70 565.60 849.00 75.0 16 2015 2.00 467.90 251.20 106.20 33.10 860.50 800.70 80.0 17 2016 123.80 401.60 675.80 181.00 76.20 1457.70 696.50 85.0 18 2017 140.00 417.90 309.30 84.60 31.70 1283.50 647.00 90.0 19 2018 169.30 362.40 270.80 132.40 0.00 934.90 565.60 95.0 TOTAL 2777.75 5686.30 5037.25 3420.90 1017.20 17939.400 AVG. 146.20 299.28 265.12 180.05 53.54 944.20 * M = No. of Year & N = Total No. of Years e.g.- For Sl. No.-1 M = 1, N = 19 (Dependability M/N+1x100% = 1/19+1x100 = 5%

10 | P a g e 397 CHAPTER – II

GEOHYDROLOGY

(i) HydrologicalConditions

In order to understand the ground water condition of the area, the terrain

analysis, rainfall pattern as well as geological features are collected and

analyzed. The area is part of crystalline complex with isolated water

potential zones. The nearest river is flowing towards Northern side at a

distance of nearly 6.0 km from the Mining Lease Area.

(ii) Ground WaterCondition

(a) Geology of theterrain

The study of geological and structural controls and its influence on

the occurrence, distribution movement and quality of ground water

is invariably essential to evaluate ground water resources and to

obtain necessary data for designing the site-specific Rainwater

Harvesting structures.

The Amtipani-chirodih area forms almost a polygonal shaped land

that exposes bauxites, laterites soil and morrum in the escarpment

section, slopes and surface. The nature of deposit at Amtipani

11 | P a g e 398 Chirodih area is bouldery in nature in the escarpment sections and

also in plateau region. The Central part is soil cover.

A generalized section as per bore hole is characterized asfollows:

Soil : - 0 –7m

Upperlaterite: - 0–13.20m

Bauxite - 0 –3.8m

Laterites are red in colour, hard and compact, massive masses with

vesicles, scoriaceous, ferruginous laterite (morrum). Segregation of

Bauxite has been found mostly just beneath the pisolitic laterite

(morrum). The top surface a perfect plateau is in general covered

with lateritic soil.

(b) Hydro-geologicalconditions:

The site is a dissected up land of ancient crystalline rocks which

covers the major parts of the district also. Ground water availability

in crystalline rocks is considered to be poor because of the absence

of primary porosity which is essential for the free occurrence and

movement of ground water.

The secondary porosity in the form of fractures, fissures, joints etc

develop due to organic movements aided by weathering making

the crystalline rocks potential repository for the occurrence and

movement of groundwater.

12 | P a g e 399 Fractured and weathered crystalline hard rock form the aquifer.

Ground water characterized by the hard rocks is located in the

weathered residuum in the shallow depth under unconfined

condition and circulates through the under lying fracture system

extending to deeper horizon under semi-confined to confined

conditions.

(c) Lithology

The interpreted lithology is give below:

Bore hole No.–ATP/29W/1 R.L- 1067.40m

Depth (m) Thickness belowground Lithology Sl. (m) No. level 1 0 – 2.4 2.4 Soil, Yellowish grey 2 2.4 – 4.35 1.95 Lateritic soil, yellowish brown with little morrum

3 4.35 – 17.75 13.40 Laterite, brown arid Lateritic earth with occasional pebbles of bauxite 4 17.75 – 21.10 3.35 Clay, purplish brown with white patches

13 | P a g e 400 Bore hole no.–ATP/23E/1 R.L- 1065.55m

Depth (m) Thickness belowground Lithology Sl. (m) No. level 1 0 – 0.80 0.80 Soil, yellowish grey 2 0.80 – 2.30 1.50 Laterite earth, brown with morrum and occasional pebbles of bauxite 3 2.30 – 2.65 0.35 Aluminous Laterite 4 2.65 – 3.90 1.25 Bauxite, massive, hard, ferruginous 5 3.90 – 10.60 6.70 Laterite, Massive, Variegated with patehes of limonite andclay 6 10.60 – 47.80 37.20 Clay, variegated, brown, purple white, yellowish – brown, grey and brick- red with limonitic patches at places, sandy towards bottom 7 47.80 – 106.20 58.40 Sand stone, unconsolidated medium to fine grained, light brown and buff 8 106.20 – 106.25 0.05 Granite – gneiss

Inference:

Many more bore holes covering whole M.L area were drilled and the wide

variability of weathering and fracturing is inferred.

The yield of the bore well is low to moderate. The recharge to ground water

is feasible but poor. The water level was found at a greater depth of more

than 30 m below ground level.

14 | P a g e 401 CHAPTER – III

WATER HARVESTING POTENTIAL OF AMTIPANI-CHIRODIH MINING LEASE AREA

Quantity of water that could be generated in the Mining lease area

(i) Computation of Run-off by empirical formula:

Run-off = Catchment Area x Design rainfall x Run-off co-efficient x

Efficiency factor

C.A. = 130.01Ha = 130.01 x 104m2

Avg. Annual rainfall(monsoonmonths) = 944.20mm = 0.944m

Runoff co-efficient = 0.50

Efficiency factor = 0.75

Availability of Run-off water due to own catchment of Mining Lease area

= 130.01 x 104 x 0.944 x 0.5 x0.75

= 460235.4 m3 (KL) perAnnum (Monsoon months)

= 3008.07 KLD(m3/day)

15 | P a g e 402 Table-3.01 Computation of Monsoon runoff by Strange’s Table Calculation of Monthly Monsoon Runoff (Yield) by Strange’s Method for 75% dependable rainfall year

S.N. Description Nature of Monsoon Month Catchment June July August September October 1 Monthly Rainfall (mm) 75% dep. 120.00 247.00 219.00 145.00 44.00

2 Cumulative monthly rainfall (mm) 120.00 367.00 586.00 731.00 775.00

3 Runoff/rainfall Good 0.92 8.79 18.48 24.86 26.86 as % (From Strange’s Table) Average 0.64 6.56 13.86 18.62 20.11

Bad 0.44 4.37 9.24 12.40 13.40

4 Cumulative Good 1.10 32.25 108.30 181.72 208.16 Runoff (mm) Average 0.77 24.07 81.22 136.11 155.85

Bad 0.53 16.03 54.15 90.64 103.85

5 Monthly Runoff Good 1.10 21.71 40.47 36.04 11.81 (mm) Average 0.77 16.20 30.35 27.00 8.85

Bad 0.53 10.80 20.23 17.98 5.90

16 | P a g e 403 (ii) Computation of run-off by using Strange’sTable

In general, empirical methods are being used to compute the Run-off.

One of the methods of computing Run-off is by Strange’s Table.

By using strange table, Monthly run-off against corresponding rainfall and

cumulative run-off was computed at 75% dependable rainfall and placed

at Table-3.01. The rainfall data is referred from Table 1.02.

The total run-off in monsoon months comes to 208.16 mm at 75%

dependability. The percentage of rainfall at 90% dependability is 76% of

rainfall at 75% dependability (647/849*100=76%),as shown in Table-1.02.

In this case the total run-off in monsoon months will be 208.16 x 0.76 =

158.2mm.

The Quantity of run-off water generated will be

= Catchment Area x Run-off

At 75% dependability

= 130.01 x 104 x 0.208

= 270421 m3 i.e, 1767.45 m3/day in monsoon months

17 | P a g e 404 At 90% dependability

130.01 x 104 x 0.158

205416 m3 i.e, 1342.58 m3/day in monsoon months

The calculation shows that even in rainfall at 90% dependability, the

required water 8850 KL (m3) in 295 working days per annum can be easily

achieved by effective Rainwater harvesting. The requirement is so less

that it could be achieved by the Run-off from less than 1/4th of the Mining

Lease Area.

(iii) Computation of water availability in the Mining lease area of Kujam–I

andKujam-II

The management desires to cater the balance water available after being

used in the respective Mining areas Kujam-I &Kujam-II to

Amtipanichirodih Mining lease area during 1styear Mining operation

through water tanker.

 Kujam-I

Requirement of water – 19 KLD (m3/day)

Annual requirement – 19 x 295 = 5605 KL (m3) per Annum

 Run-off water due to its catchment area(80.87Ha)

= 80.87 x 104 x 0.158 (At 90%dependability)

= 127774.6 ≈ 127775 m3 per Annum in monsoonmonths

18 | P a g e 405  Rainwater harvested through created pondinside

Mining lease area Kujam-I

AreaofPond - 75 m x 45m

Depthof Pond - 7.2m

Water cushion(Freeboard) - 0.9m

Volume of water created in the pond = 75 x 45 x 6.3 = 21262 m3

on account of gradual deposition of silt at the bottom of the pond,

the rate of infiltration @ 15 mm per day is taken Evaporation loss @

20% is also taken intoaccount

3 75 x 45 x 0.015 x 180 = 9112 m

3 21262x0.2 = 4252m

Considering losses due to evaporation and seepage, water available

in the pond for use in Mining lease area will be

3 = 21262 – (9112+4252) = 7998 m

Balance water available in the pond after use in Kujum-I

3 = 7998 – 5605 = 2293 m

 Kujum-II

Requirement of water – 23 KLD (m3/day)

Annual requirement – 23 x 295 (working days) = 6785 KL (m3) Per Annum

19 | P a g e 406  Run-off water due to its Mining Lease Area – 157.38Ha

= 157.38 x 104 x 0.158 (At 90% dependability)

= 248660 m3 par annum (in monsoon months only)

 Rainwater harvested through created two ponds inside mining

area ofkujum-II.

Pond-1

AreaofPond = 53 m x33 m

Depthof Pond = 7.0m

Freeboard = 0.9m

Volume of water created in the pond

3 = 53 x 33x6.1 = 10668m

Loss due to infiltration

3 = 53 x 33 x 0.015 x180days = 4722m

Losses due to evaporation

3 = 10668x0.2 = 2134m

Considering water loss due to evaporation and seepage, water

available in the pond for use in Mining lease area will be

3 = 10668 – (4722+2134) = 3812 m

20 | P a g e 407 Pond-II

Area of Pond = 83 m x 52 m

Depth of Pond = 7.2 m

Free board = 0.9 m

Volume of water created in the pond = 83 x 52 x 6.3 = 27191 m3

Losses due to infiltration

3 = 83 x 52 x 0.015 x180days = 11653m

Losses due to evaporation

3 = 27191x0.2 = 5438m

Considering water loss due to evaporation and seepage, water

remain available in the pond for using in Mining lease area

3 = 27191 – (11653+5438) = 10110 m

Total water available in both ponds for use in M.L area

= 3812 +10110

= 13922 m3 perannum

21 | P a g e 408 Demand of water in Kujam-II is 6785 m3 per Annum

Excess water available in the pond

= 13922 – 6785 = 7137 m3 per annum

Total balance water available in Kujam – I &Kujam – II after

fulfillment of their own demand comes to 2293 + 7137 = 9430 m3.

The required demand of 8850 m3 water in Amtipani-ChirodihMining

lease area during first year of mining will be fulfilled from these

ponds at Kujam-I &Kujam-II by transporting the water through

watertankers/suitable measures.

22 | P a g e 409 CHAPTER – IV STORAGE CUM PERCOLATION POND (SCP) AND ARTIFICIAL RECHARGE

 Rainwater Storage cum Percolation Ponds

The run-off water generated from the premise will be effectively

harvested and stored in percolation pond created during

excavation in 1st year plan period. The percolation ponds not only

act as a storage tank but also create enormous pressure on the

substrata thereby opening the pores and saturate the vadose

(unsaturated) zone gradually.

The continuous impounding of water will improve the bed

saturation characteristic of the underlying formations and facilitate

gradual infiltration of water towards the aquifer zone. This will

increase the water table conditions and improve the ground water

status in terms of both quantity and quality.

Calculation details for assessing the capacity of storage cum

percolation ponds (SCP)

. Quantity of water needed to withdraw

= 8850 m3 per annum . Minimum quantity of water to be recharged per annum

3 = 2% of 8850 = 180m

. Net quantity needed to store

= 8850 + 180 = 9030m3

23 | P a g e 410 . Considering 20% evaporation losses

3 3 = 9030 x 0.2 =1806 m Say 1810m

. Gross storage of pond will be

3 = 9030 + 1810 = 10840m

Hence, a quantity of 10840 m3 Run-off water generated within the

premises needs to be stored in one or more number of SCPS for

storage cum recharge purposes.

Based on excavation during 1st year plan period location have been

identified at the site for construction of ponds.

 Dimensions of Recharge Structures

Storage cum Percolation Pond(SCP)

Location :

Length of SCP = 150 m Width of SCP = 100 m Depth of SCP = 6.5 m Free board = 0.9 m

Storage Capacity of SCP

3 = 150 x 100 x 5.6 = 84000 m

24 | P a g e 411 Quantity of water recharge through SCP

= 150 x 100 (surface area) x 0.015 (rate of infiltration) m x 180days

3 = 40500m

Evaporation is considered @ 20% of storage

3 = 84000x0.2 = 16800m

Water available in the pond for making use in the study area

= 84000 – (40500+16800) = 26700m3 > 8850 m3(required)

 Garland drains for diversion of run-off water

Length of the drains = 3000m Average

width = 0.8m

Average depth = 0.50m

Quantity of water recharged through

garland drains

= 3000 m x 0.8 x0.5

= 1200m3

 Proposal for storage cum percolation pond and garland drain is shown in Conceptual Plan enclosed as MAP-1.

25 | P a g e 412

 ARTIFICIAL RECHARGE

“Artificial Recharge” may be defined as the practice of increasing by

artificial means, the amount of water that enters the ground water

reservoir. This is accomplished by unique systems and techniques,

depending on the site specifications.

The natural process of recharging the aquifer is accelerated through

percolation of stored or flowing surface water, which otherwise does not

percolate into the aquifers. Artificial recharge aims at augmenting the

natural replenishment of ground water storage by some method of

construction, spreading of water or by artificially changing natural

conditions. The Mining lease area is suitable for localized ground water

recharge.

Suitable points are identified from the integrated hydrogeological and

site specific proposals are given in thereport.

Benefits of artificial recharge

i. Improves the flow of ground water in the area gradually and raises

the ground wateraccordingly.

ii. Improves the quality of ground water in terms of Total Dissolved

Solids(TDS).

26 | P a g e 413 iii. Evaporation in losses arenegligible.

iv. Biological purity is veryhigh.

v. No adverse socialimpacts.

vi. Environment friendly, controls soil moisture every surface

summary.

 Artificial Recharge Techniques:

Techniques used for artificial recharge to ground water broadly fall

under the following categories:

1. DirectMethods

A. Surface SpreadingTechniques

 Runoff conservation structures

 Contour bunds and contour trenches

 Gull, Plugs, Nallah bunds, Check Dams

 Percolation Pond

B. Sub surfacetechniques

 Recharge wells

 Recharge pits and shafts

27 | P a g e 414  Recharge Potential for the studyarea

From the calculation of water harvesting potential (Chapter-III) the

total quantity of run-off water generated during monsoon month at

90% dependability is 205416 m3 per annum.

Run-off water available from the M.L. Area

3 = 205416 m

Natural Recharge of Run-off water

= 15% of available run-off water

3 = 30812 m

Available rainwater for Recharge

= (Annual Run-off water generated – Natural Recharge)

= 205416 – 30812

= 174604 m3 per Annum

Quantity of water to be drawn @ 30 KLD (m3/day)

= 8850 m3 per Annum (Working days 295 in a year)

Special Note: As per the established policy of Water Resources

Department, Govt. of Jharkhand, 2% of water withdrawal

must be recharged through Rainwater harvesting for

ground water recharge facility i.e, 2% of 8850 m3 = 150 m3

water must be recharged annually for thisproject.

28 | P a g e 415 As per intensive research and field study 1” (25.4 mm) of the stored

water from a percolation pond percolates down towards the ground

water aquifer in a singleday.

On account of gradual deposition of silt at the bottom of the

percolation pond, the rate of infiltration may be reduced in due course.

Therefore for calculation purpose six months of effective infiltration of

stored water at the rate of 15 mm per day is taken.

29 | P a g e 416 Dimension of storage cum percolation pond

Length of theSCP= 150m Width

oftheSCP = 100m

Depth of theSCP = 6.5m Freeboard

= 0.9m

3 Storagecapacity = 84000m

Note: The dimensions of pond can be altered depending on the site conditions.

Dimensions of Garland drains

Length of the drains

Width ofthedrain = 0.80m

Depth ofthedrain = 0.50m

Dimension of Dwarf wall along the storm water drain

 Length of dwarf wall – width of storm water drain

 Thickness of dwarf wall – 230mm

 Height of wall – 2/3rd ht. from the bottom of storm water drain

 Provide silt trap at the base of the storm water drain

Length of the trap - 1.0 to 1.5m

Width of the trap - width of storm water

Depth of trap - 1.0m

30 | P a g e 417 CHAPTER - V CONCLUSION

 The annual requirement of raw water is reported to be 30m3/day i.e. 8850 m3 per

annum considering 295 working days in a year.

 The generation of run-off water during monsoon is high and amounts to 205416 m3

per annum even at 90% dependability of rainfall as assessed.

 The annual requirement of raw water in the Mining Lease area in first year will be

fulfilled by carrying water from adjacent pond in Kujam-I and Kujam-II Mining Lease

area.

 As per the approved Mining Plan, the pit created during excavation of 1st year plan

period will be converted as storage cum percolation pond with proper dimensions.

 The accumulated water in such created pond will cater the total requirement of water

in mining lease area from 2nd year onwards.

 Maintaining natural flow of water in the created ponds at appropriate location will

create the required hydrostatic head and provide conditions for ground water

movement.

 This will also be very useful to recharge the unsaturated aquifers and thus stabilize

the ground water, resulting in satisfactory yield.

 The garland storm drains with unlined bottom as proposed will additional advantage

to ground water recharge.

31 | P a g e 418 CHAPTER – VI

RECOMMENDATION

The detail technical study reveals that there is surplus water get available in the existing SCPs inside Mining lease area of Kujam-I and Kujam-II to cater 30 KLD to mining lease area of Amtipani Chorodih in 1st year of Mining.

From 2nd year onwards recommendations have been made to store the run-off water in storage cum percolation pond created during excavation of 1st year plan period in the Mining lease area.

32 | P a g e 419 N 2,583,400 N 2,584,400 N 2,584,200 N 2,584,000 N 2,583,800 N 2,583,600 N 2,585,400 N 2,585,200 N 2,585,000 N 2,584,800 N 2,584,600 N 2,585,600 BP-84 BP-83 E 223,400 BP-85 E 223,400 BP-81 D' BP-82 BP-87

BP-86 1065 BP-109 BP-110 E' 29 E/5 F' H'H' BP-100 BP-97 P.K. SEN 27 E/5 BP-102 CORRECT BP-80 BP-88 BP-111 25 E/5 BP-103 QUALIFIED PERSON BP-101 BP-99 BP-76 BP-98 BP-79 BP-75 I' C' BP-96 BP-74 1062 BP-113 BP-78 BP-77 BP-112 BP-89 1065 J'J' BP-73 OLD WORKING-2 BP-72 1063.1 OLD WORKING-3 BP-67 1065 1062.15 BP-114 BP-104 BP-95 AUTHENTICATED BY THE STATE GOVT. OF JHARKHAND AND THE PLAN IS CERTIFIED THAT ALL THE PLANS IS PREPARED BASED ON THE LEASE MAP BP-68 BP-71 BP-69 BP-66 BP-94 BP-117 TOTAL M.L. AREA - 130.01 HECTS. BP-70 BP-61 1061 BP-90 BP-115 BP-60

E 223,200 BP-105 E 223,200 1065 CONCEPTUAL PLAN BP-93 BP-63 BP-62 BP-116

BP-108 1060 BP-118

1059.2 1065

1057.35 B' 27 E/3 BP-65 23 E/3 37 E/3

25 E/3 1056.1 29 E/3

33 E/3 10 M SAFETY BARRIER 35 E/3 BP-91 BP-64 SCALE 1 : 2000 PLATE No. 12 G' BP-92 BP-106 BP-121 1065 K'K' 1062.5 43 E/243 E/2 BP-57 BP-122 BP-120 .'55''Ä/+0'4#.5 /+0'4#.5.+/+6'& 1060 BP-58 BP-59 BP-107 AMTIPANI CHIRODIH BAUXITE DEPOSIT OLD WORKING-1 BP-119 BP-56 31 E/3 IN VILLAGE- AMTIPANI, CHIRODIH & BAHAGARA, THANA - BISHUNPUR, DISTRICT- GUMLA (JHARKHAND). A'

1060.00

1055.45

1059.2 1059.35

1060 1058.45 1062

500m 1061.3 BP-55 QUARRY 5

TO KUJAM BP-154 1060.76

1060 BP-124 1063.86 BP-155 1063

E 223,000 BP-123 E 223,000 1056 BP-54 BP-153

EXCLUDED AREA

(JUNGLE JHARI)

BP-152

1057 31 E/1 29 E/1

JOBHIPAT 33 E/1 27 E/1 21 E/121 E/1 TBM 1065 M

39

23 E/1

FROM 1055.35

400m 43 41 1061.35 35 E/1 BP-147 BP-125 BP-146

25 E/1

37 E/1 1059.5

1051.4 1062.5

10 M SAFETY BARRIER SAFETY M 10 BP-126

BP-145 1052.65

1059.53

10 M SAFETY BARRIER SAFETY M 10 1054.5

1060 BP-148 1055.3 1059.55 1045.5 BP-9 BP-8 BP-53 420 BP-143 BP-144 BP-127 300m BP-128

1060.41 1055 BP-149 1043.4 BP-142 BP-129 E 222,800 E 222,800 BP-52 WATER HARVESTING CHAMBER PROPOSED WATER STORAGE CUM PERCOLATION GARLAND DRAIN BP-26

BP-150 1053.05 BP-33 1037.53 1050 BP-32 31 W/1 29 W/1 23W/1 27 W/1

BP-41 3M 200m BP-28 BP-25 C BP-27 3M 33 W/1 BP-42 BP-40 35 W/1 43 W/243 W/2 41 W/2 25 W/1 39 W/2 37 W/1 KK BP-29

BP-131 1050 BP-130 D BP-31 BP-39

BP-30 1045 10 M SAFETY BARRIER 1061.88 BP-24 BP-34 BP-35 1044.17 EXCLUDED AREA (JUNGLE JHARI) BP-43 BP-141 BP-49 BP-51 E BP-23 A BP-36 BP-44 BP-151

BP-37

BP-38 BP-50 1040 HH 100 BP-11 BP-10 BP-22 BP-140 BP-139

80

BP-48 BP-47 1035 B BP-46

60 BP-7

BP-132 1045 1047 1050 1020 BP-15 PLAN PERIOD WORKING PLAN PERIOD BACKFILLING PLAN PERIOD PLANTATION / GREENBELT PLAN PERIOD PROPOSED PLANTATION OR AGRICULTURAL LAND OVER RECLAIMED AREA CONCEPTUAL WORKING CONCEPTUAL BACKFILLING CONCEPTUAL RESERVOIR CONCEPTUAL PLANTATION / GREENBELT CONCEPTUAL PLANTATION OR AGRICULTURAL LAND OVER RECLAIMED AREA SOIL PIT (NEGATIVE)

BORE HOLE (NEGATIVE) F BP-21

BP-14 BP-19 BP-45

G E 222,600 1030 E 222,600 BP-17 40 1025 BP-20 BP-16 BP-18 OLD WORKING-4 20 BP-13 43W/2 25E/1 23W/3 BP-12 25 W/3 I BP-138 0 41 W/4 BP-6 33 W/3 35 W/3 39 W/4 43 W/443 W/4 BP-135 1042.5 EXCLUDED AREA (JUNGLE JHARI) BP-5 BP-137 BP-136 BP-4 BP-133 BP-134 BP-3 ELECTRIC LINE GRID PIT (POSITIVE) MINING LEASE BOUNDARY 7.5M SAFETY BARRIER 10M SAFETY BARRIER EXCLUDED AREA (JUNGLE JHARI) CONTOUR VILLAGE ROAD BORE HOLE (POSITIVE) OLD WORKING BENCH MARK JJ E 222,400 E 222,400 BP-2 BOUNDARY PILLARS CO-ORDINATES BP-1 23 E/1

23W/1 1050 INDEX :- TBM 1065 M N 2,583,600 N 2,583,400 N 2,583,800 N 2,584,000 N 2,584,200 N 2,584,600 N 2,584,400 N 2,584,800 N 2,585,000 N 2,585,400 N 2,585,200 N 2,585,600 TRANSPORTATION FROM MINE TO LOHARDAGA

Route Map for Transportation Mine To Lohardaga Lohardaga

Tutua More

SH-9 (Tar Road – 78 km)

Amtipani Chirodih Mine

Kujam II Mine Kujam I Mine Ghagra

Murroum road (9.5 km)

Transportation from Mine site to Lohardaga siding

421 Table: 1 Persons responsible for implementation of EMP S.NO Designation Nos. Role/Responsibilities 1. Mines 1
Responsible for discharging duties as Mines Manager of Bauxite Mine as per Manager Mines Act 1952, MMR 1961, Mines Rules 1955, MCDR 2017 and various circulars issued by regulatory authorities from time to time.
To Identify and comply with the applicable Statutory & Regulatory requirements besides visioning with statutory/ regulatory amenities.
Create awareness on potential environmental aspects & occupational hazards & risk.
Ensure judicious use of natural resources including energy, minerals, water etc.
Ensure environment friendly operations with a view to keep the emissions/effluents within the prescribed norms.
To plan for new equipment, minor modification etc. for betterment of plant (i.e. Quality improvement, reduction of environmental impact & OHS Risk etc.) in consultation with Operations Head.
To identify, control and reduce the EHS hazards and risks.
Training Need Assessment of Employees for effective implementation of the EMP
Incident controller in case of any emergency.
To ensure effective & continuous operation of pollution control & Safety equipment
Overall environmental performance of the Mines.
Liaison with statutory / regulatory bodies.
Ensure the EMP is implemented and is effective. Assist the Environment Manager with regulatory authorities and/or community consultation (i.e. complaints). 2. Environmental 01
Implement EMP as stipulated. Manager/
Ensure that all the applicable environmental parameters are regularly Environment monitored and measured as per defined interval and reports submitted to the Engineer concerned regulatory authorities.
Ensure that the environmental objectives and targets are established and achieved.
Liaise with regulators and other agencies as required in unison with the Mines Manager for effective implementation of the EMP.
Implement appropriate management programs to achieve the management objectives and goals.
Assist operational staff with respect to clarifying or improving existing

422 S.NO Designation Nos. Role/Responsibilities practices / procedures or adding more stringent requirements / controls
Ensure that any change in any of the activities/ equipment/ processes are duly evaluated in order to ensure No increase in or introduction of new environmental risks or impacts.
Undertake HSE Manager Role in case of an emergency with a potential to degrade environment and/or human health and safety.
Undertake regular audits (or appoint an appropriately qualified external auditor) for evaluating the environmental performance of the mine.
Undertake routine environment monitoring as per schedule.
Daily inspection of the premises, preparing inspection reports.
Checking of emission/ noise levels of mining equipment for mid-course correction.
Ensure that regular water sprinkling is done on the haul roads and around waste dumps for effective control of fugitive emissions
Supervising the overall progress of environmental management programs put in place and ensuring they adhere to all applicable regulations.
Prepare and submit regular reports to concerned authorities
Assist horticulturist in developing greenbelt in mining premises in line with stipulated guidelines
Assist mining engineers in implementing best waste management practices
Coordinate with mining and other concerned engineers for effective implementation of the EMP 3. Horticulturist 01
Planning for plantation and greenbelt development is mining area
Seek assistance from local forest department regarding selection of species for plantation
Ensure regular watering of saplings is done as per schedule to ensure maximum survival rate.
Ensure optimum survival of saplings
Development of lawns and gardens around office and other areas
Ensure regular maintenance of saplings planted in mining area 4. Mechanical 01
Daily inspection of mining machineries Engineer
Regular maintenance of equipment’s as per OEM recommendations
Keeping maintenance logs
Regular monitoring of fuel consumption of vehicles and coordination with suppliers/ OEM if the fuel consumption exceeds the committed values.
Ensure that the mining machineries conform to the applicable environmental norms
Ensure that the emission/noise levels from the mining machineries do not

423 S.NO Designation Nos. Role/Responsibilities exceed the permissible levels 5. Un skilled 15
Responsible for carrying out general housekeeping of the area
Regular disposal of office and other municipal waste
Plantation of saplings.
Watering and maintenance of saplings
Gardening and horticultural activities
Assist environment engineer in carrying monitoring equipment at site
Water spray on haul roads through tankers

424