District Survey Report Jalgaon District

Home , Amalner, Bhusawal, Bodwad, Chalisgaon, Chopda, Dharangaon

DISTRICT SURVEY REPORT

JALGAON DISTRICT, MAHARASHTRA Prepared as per Gazette Notification S.O. 3611(E) dated 25.07.2018

Index

Sl.No. Description Page No. Part I:District Survey Report for Sand Mining or River Bed Mining 1. Introduction 4 2. Overview of Mining Activity in the District 5 3. The list of Mining Leases in the district with the location 6 and period of Validity 4. Detail of Royalty/ Revenue received in last three years 12 from Sand Scooping Activity 5. Detail of Production of Sand in last three years 12

6. Process of Deposition of Sediments in the rivers of the 13 District 7. General Profile of the District 18 8. Land Utilization Pattern in the District 20 9. Physiography of the District 21 10. Rainfall of the District 23 11. Geology and Mineral wealth 23 Part II:Other Minor Minerals 1 Indroduction 33 2 Overview of mining activity in the district 34 3 General Profile of district 37 4 Geology of District 40 5 Drainage of Irrigation pattern; 40 6 Land Utilization Pattern in the District: Forest, 41 Agricultural, Horticultural, Mining etc 7 Surface Water and Ground Water scenario of the district 42 8 Rainfall of the district and climatic condition 43 9 Details of the mining leases in the District as per the 44 format 10 Details of Royalty or Revenue received in last three years 44 11 Details of Production of Minor Mineral in last three years 44 12 Mineral Map of the District 46 13 List of Letter of Intent (LOI) Holders in the District along 47 with its validity as per the format 14 Total Mineral Reserve available in the District 47 15 Quality /Grade of Mineral available in the District 47 16 Use of Mineral 47 17 Demand and Supply of the Mineral in the last three years 48 18 Mining leases marked on the map of the district 48 19 Details of the area of where there is a cluster of mining 49 leases viz. number of mining leases,location 20 Impact on the Environment (Air, Water, Noise, Soil, Flora 49 & Fauna, land use, agriculture, forest etc.) due to mining activity 21 Remedial Measures to mitigate the impact of mining on 49 the Environment 1

22 Reclamation of Mined out area (best practice already 50 implemented in the district, requirement as per rules and regulation, proposed reclamation plan) 23 Risk Assessment & Disaster Management Plan 51 24 Risk Assessment & Disaster Management Plan 51 25 Details of the Occupational Health issues in the District. 54 (Last five-year data of number of patients of Silicosis Tuberculosis is also needs to be submitted) 26 Plantation and Green Belt development in respect of 55 leases already granted in the District Any other information.

PREFACE

In Compliance to the Notification Issued by the Ministry of Environment, Forest and Climate change, Government of India dated 15.01.2016 & 25.07.2018, the preparation of District Survey Report of river bed mining and other minor minerals is in accordance with appendix X of the notification and its revision vide notification. It is also mentioned here that the procedure of preparation of District Survey Report is as per notification. Every effort have been made to cover sand mining locations, areas & overview of mining activity in the district with all its relevant features pertaining to geology & mineral wealth in replenishable and non-replenishable areas of rivers, stream and other sand sources. This report will be a model and guiding document which is a compendium of available mineral resources, geographical set up, environmental and ecological set up of the district and is based on data of various departments, published reports, and websites. The data may vary due to flood, heavy rains and other natural calamities. Therefore, it is recommended that competent authority may take into consideration all its relevant aspects / data while scrutinizing and recommending the application for prior environmental clearance to the concerned authority/ project proponent.

Date: Place:Jalgaon

Part I

District Survey Report of Jalgaon district for Sand Mining or River Bed Mining

Prepared under

 MoEFCC, GoI notification S.O. 141(E) dated 15.1.2016  Sustainable Sand Mining Guidelines  MoEFCC, GoI notification S.O. 3611(E) dated 25.07.2018  Enforcement and Monitoring Guidelines for Sand Mining 2020

Part I: District Survey Report for Sand Mining or River Bed Mining

1. INTRODUCTION

Hon'ble Supreme Court of India dated 27th February, 2012 in I.A. No.12-13 of 2011 in Special Leave Petition (C) No.19628-19629 of 2009, in the matter of Deepak Kumar etc. Vs. State of Haryana and Others etc., prior environmental clearance has made mandatory for mining of minor minerals irrespective of the area of mining lease. Accordingly, Ministry of Environment, Forest & Climate Change (MoEF& CC) had issued Office Memorandum No. LllOll/47/2011-IA.II(M) dated 18th May 2013. As per this O.M. all mining projects of minor minerals would henceforth require prior Environmental Clearance irrespective of the lease area. The stone quarry and sand quarrying projects need environmental clearance as per the MoEF guidelines and such pg. 47 projects are treated as Category ‘B' even if the lease area is less than 5 Ha. Subsequently, various amendments were made as regards to obtain environmental clearance of the minor minerals. The Hon'ble National Green Tribunal, vide its order dated the 13th January, 2015 in the matter regarding sand mining has directed for making a policy on environmental clearance for mining leases in cluster for minor minerals. As per the latest amendment S.O. 141 (E) & S.O.190(E) dated 15th January 2016 & 20th January in exercise of the powers conferred by sub-section (3) of Section 3 of the Environment (Protection) Act, 1986 (29 of 1986) and in pursuance of notification of Ministry of Environment and Forest number S.O. 1533 (E), dated the 14th September, 2006 the Central Government had constituted the District Level Environment Impact Assessment Authority (DEIAA), for grant of Environmental Clearance for Category „B2' Projects for mining of minor minerals, for all the districts in the country. But later on Hon. NGT , vide its order dated 13th Sept.2018, stated that for 0-5 Ha areas also recommendation of grant EC by SEIAA instead of DEAC/DEIAA. The MoEF&CC in its Notification dated 15th January 2016 has prescribed Preparation of District Survey Report for Sand Mining or River Bed Mining and Mining of other Minor Minerals. A detailed procedure and format for preparation of District Survey Report is provided in the said Notification. Further the procedure for preparation of DSR and format is amended vide MoEF&CC Notification S.O. 3611(E) dated 25.07.2018. The DSR is defined at “Appendix -X (See Paragraph 7(iii)(a)" of the notification S.O.141(E)dated 15.01.2016 and S.O. 3611(E) dated 25.07.2018

2. OVERVIEW OF MINING ACTIVITY IN THE DISTRICT Jalgaon District does not have any major mineral sources like Iron, Aluminum, Coal, etc. but districthas a rich source of minor mineral like stones, pebbles, red soils (Moorum), Sand etc. The ever increasing influx of people in the city of Jalgaon has heightened the hopes for having more qualitative public facilities at an approachable distance. This has increased the demand in construction industry and various facilities are developed. All developmental activities need different construction material of which sand is basic material used for development of roads, bridges, buildings etc. River bed sand quarry are the only source of supply of sand. These sand quarries are located at approachable distance from where sand is transported with ease and at low costs. Domestic demand plays a major role in the fast growth of mining of sand. In fact the domestic demand of sand has been found increasing in India. The sand consumption has increased over the last few decades. The demand and production of stone as a construction material is increasing rapidly due to increased infrastructure development projects and other construction activities supported by the packages provided by the Government. The entire market for sand is from the Jalgaon, Bhusaval city and surrounding areas. There are about 05 stone quarries in Jalgaon District for 5 years period and around. For the Year 2019-20 forty (40) sand ghat locations seems to be feasible and will further going for prior environmental clearance from competent authority. Mining activity is one of the main revenue sources for the district.

40 locations of sand ghats over Girna, Tapi, Waghur, Suki and Bori rivers where sand deposition took place from replenishment. (Source info. District Mining Office, Jalgaon).

3. LIST OF MINING LEASES IN THE DISTRICT: Part – A Sand mining leasesFor the year 2018-19

Detail of Sand Ghat 2018-19

Name G.S.D.A Mineable Mineable Sr. of Sarvey No/ Tulaka River Proposed Mineable Sand Sand No Sand Gat NO length Width Depth Sand Quantity Quantity Ghat (M) (M) (M) Quantity 2017-18 2016-17 L-W-D L-W-D

4240 8794 Nagziri 1 Jalgaon Girna 3,5,6 200 120 0.50 4240 200-120- 607-82- 0.5 0.5

4532 Savkh 2 Jalgaon Girna 285 90 0.50 4532 - 285-90- eda 32 ते 34 0.5

Undirk 432,431, 1413 3127 3 hede 1 Parola Bori 430,334, 350 25 0.50 1546 320-25- 590-30-0.5 333 0.5

Undirk 514,515, 1546 2279 4 hede 2 Parola Bori 434,562, 590 30 0.70 4378 350-258- 430-30- 561 0.5 0.5

Bhank Bhusaw , 1132 5 Tapi जुनेगावठाण 310 18 0.7 1380 0 heda al 305-15-0.7 6, 7

Jogalk Bhusaw Wagh 1224 6 139 330 18 0.7 1469 0 heda al ur 330-15-0.7

15, 16, 17, 17ब, 16ब, Muktain 2182 7 Bhokri Tapi 772 16 0.50 2182 0 agar 18ब, 19, 20, 772-16-0.5

20ब, 21अ,

21ब

Pimpral Muktain 220,219, 159 8 Purna 72 21 0.50 267 0 a agar 230, 229 82-11-0.5

Paton Muktain 210, 211, 2608 1565 9 Tapi 410 36 0.50 2608 di agar 410-36-0.5 410-36-03 212, गावठाण

Shirag 451 10 Yawal Tapi 6, 2,128,129 100 26 0.50 459 0 ad 85-30-0.5

Patrad 451 11 Yawal Tapi 3, 158 95 16 0.50 269 0 e 85-30-0.5

Thorg 701 12 Yawal Tapi 1, 2 132 18 1.00 840 0 aon 124-16-1

16, 13,12, 396 10, 9, 8,7, 374-06- 13 Pimpri Yawal Tapi 3, 2,1,275, 76 36 1.00 967 0 0.5 274, 273

Atvad 186 14 Raver Tapi 10, 11, 9 ,13 70 31 0.50 383 0 e 70-15-0.5

Durkh 15 Raver Tapi 6,12,13 60 30 0.50 318 0 0 eda

4, 5, 10, 14, 530 16 Dhode Raver Tapi 90 35 0.50 557 0 15, 21, 24 120-25-05

8348 Kuran Pachor 3562 17 Girna 6 300 75 0.60 4770 525-90- gi a 160-90-0.7 0.5

Pachor 18 Mahiji Girna 9, 10 300 40 0.80 3392 0 0 a

2624 Bhadga 61, 62, 63, 4770 19 Wak Girna 400 100 0.50 7067 330-45- on 64, 65 300-90-0.5 0.5

Rundh Amalne 3710 20 Tapi 1, 243 350 60 0.50 3710 0 ati 1 r 350-60-0.5

7633 Rundh Amalne 3562 21 Tapi 19, 21, 37 400 60 0.50 4240 600-60- ati 2 r 336-60-0.5 0.6

7039 Budhg 45810 22 Chopda Tapi 427, 428 250 90 0.50 3975 415-96- aon 180-90-0.8 0.5

23, 24, 25, 849 1213 23 Sutkar Chopda Tapi 78 44 0.70 849 28, 29 78-44-0.7 78-44-1

Kurwe 1325 24 Chopda Tapi 604, 605 180 50 0.50 1590 0 l 150-50-0.5

89, 86, 82, Rahip Chaliga 5654 5654 25 Girna 75, 93, 74 200 80 1.00 5654 uri 2 on चा 200-80-1 200-80-1 काहभाग

Nimbh 62, 63, 64, 26 Raver Suki 75 30 0.50 398 0 0 orabu 65, 66

197,198, Nehat 200,201, 24770-20- 27 Raver Tapi 70 30 0.50 371 0 e 202,203, 0.5 204

1707 Belvh Bhusaw Wagh 1336 28 175 232 10 0.7 574 115-60- al 1 al ur 450-12-0.7 0.7

Belvh Bhusaw Wagh 638 29 179 258 10 0.7 638 0 al 2 al ur 258-10-0.7

Belvh Bhusaw Wagh 574 30 211, 212 450 12 0.7 1336 0 al 3 al ur 232-10-0.7

Ghadv 3816 31 Chopda Tapi 164,165,166 250 60 0.80 4240 0 el 150-90-0.8

871,872, Tams 873,748, 1643 32 Parola Bori 310 30 1.00 3286 0 wadi 897,892, 310-30-0.5 874, 875

Dharan 6 33 Narne Girna प◌ैक◌ीपु 300 72 1.00 7633 0 0 gaon वेकडीलभाग

178,175, 176,167, Dharan 7067 34 Avani Girna 166,165, 1130 20 1.00 7986 0 gaon 163,162, 1000-20-1 160

8657 Babhul Dharan 3384 35 Girna 22, 23, 24 795 28 1.00 7866 1400-35- gaon gaon 570-28-0.6 0.5

168 36 Jamod Jalgaon Girna वजुयागावठा 175 75 1.00 4638 0 0

णासमोरल

1781 Savkh Amalne 3, 5, 6, 7, 8, 37 Tapi 650 60 0.50 6890 0 168-60- eda r 9, 10 0.5

Takha 2041 38 rkheda Erondol Girna 1, 2, 3, 4 260 55 0.50 2527 0 210-55-0.5

7578 Vaijnat 106, 107, 2078 39 Erondol Girna 255 55 0.50 2478 450-45- h 108 280-42-0.5 0.5

जळगाव िजहयातील सन 2019-2020 या महसुल वषाकरता िजहयातील नद/ओढा पाातील वाळू साठयाया ललावाबाबत माहती दशवणारे ववरणप अनु . वाळू गट/घाट तालुयाचे नाव गावाचे नाव नद/ओयाचे वाळू साठयाया लगतचे गट वाळू साठयाची वाळू सायाचे एकू न मांक नाव ेफळ (हे आर)

लांबी ंद उपतािक (मटर) (मटर) समतीने उखनासाठ तावत केलेल खोल (मटर) 1 2 3 4 5 6 7 8 9 10 1 1. रावेर वडगाव सुक 7,14,15,16,17,22,24,25 404 25 0.6 1 हे. 01 आर 2. 355 to 360 402 25 0.7 रावेर आंदलवाडी सुक 1 हे. 00 आर 3. 62 to 66 400 25 0.6 रावेर नंभोरा बु सुक 1 हे. 00 आर 4. 378 & 372 400 25 0.5 रावेर केहाळे बु. भोकर 1 हे. 00 आर 5. 6,12,& 13 405 25 06 रावेर धुरखेडा तापी 1 हे. 01 आर 6. 197,155,154,144,& 141 402 25 0.5 रावेर पातडी भोकर 1 हे. 01 आर 7. 4,5,10,14,15,21, & 24 405 25 0.6 रावेर दोघे तापी 1 हे. 01 आर 8. 271,270,269,264,272,275,276,277,278 400 25 0.6 रावेर बलवाडी सुक 1 हे. 00 आर & 279 2 9. 46,51, & 52 140 31 0.5 चोपडा पंी तापी 0 हे. 43 हे. आर 10. 164 & 165 200 55 0.5 चोपडा घाडवेल तापी 1 हे. 1 आर 11. 2,3,7,8 & 20 85 22 0.5 चोपडा कोलंबा गुळ 0 हे. 19 आर 12. चोपडा सुटकार तापी 23,24,25,28 & 29 78 44 0.5 0 हे. 34 हे. आर 3 13. धरणगाव बांभोर . चा. गरणा 311,31,305,299 & 298 480 30 0.5 1 हे. 44 हे. आर 14. धरणगाव बाभूलगांवभाग गरणा 9,11 & 12 360 43 0.5 1 हे. 00 आर -1 15. धरणगाव बाभूलगांवभाग गरणा 22,23 & 24 795 28 0.5 1 हे. 00 आर -2 16. 178,176,175,167,166,165,163,160 & 1000 20 0.5 धरणगाव आहाणी गरणा 2 हे. 0 हे. आर 162 17. धरणगाव नारणे गरणा 6 paiki 300 72 0.5 2 हे. 16 हे. आर 4 18. 1,2,3,& 4 255 55 0.3 एरंडोल टाकरखेडा गरणा 1 हे. 40 हे. आर 19. 111,117 to 119 280 55 0.3 एरंडोल टाकरखेडा गरणा 1 हे. 43 हे. आर 20. 105 to 108 245 55 0.3 एरंडोल वैजनाथ गरणा 1 हे. 35 हे. आर

21. 9 370 70 0.3 एरंडोल उाण अ.ह. गरणा 2 हे. 59 हे. आर 22. एरंडोल उाण अ.ह. गरणा 17 150 70 0.3 1 हे. 05 हे. आर 5 23. यावल थारेगाहाण तापी 1 & 2 133 18 1 0 हे. 23 हे. आर 24. यावल पंी तापी 1,2,3,6,7,8,9,10,12,13,16,273,274, & 105 35 1 0 हे. 37 आर 275 6 25. 139 335 18 0.5 भुसावळ जोगलखेडा वाघुर 0 हे. 60 हे. आर 26. भुसावळ भानखेडा तापी 6 & 7 315 18 0.5 0 हे. 56 हे. आर 27. भुसावळ गभी वाघुर 1 & 2 524 10 0.5 0 हे. 54 हे. आर 28. भुसावळ सुनसगाव वाघुर 2,3, & 4 539 10 0.5 0 हे. 53 हे. आर 29. भुसावळ बेलहाय वाघुर 175 450 12 0.5 0 हे. 54 हे. आर भाग-1 30. 179 258 10 0.5 भुसावळ बेलहाय वाघुर 0 हे. 25 हे. आर भाग-2 31. 211 & 212 232 10 0.5 भुसावळ बेलहाय वाघुर 0 हे. 23 हे. आर भाग-3 7 32. पारोळा बहादपूर बोर 236 to 274, 262 to 299,301 & 302 225 35 0.5 0 हे. 79 आर 33. पारोळा महालपूर बोर 19 paiki 68/1 & 68/2 220 30 0.5 0 हे. 66 आर 34. पारोळा उंदरखेडे भाग बोर 514,515 & 562 360 25 0.5 0 हे. 9 आर – 1 35. 430 to 434 250 25 0.5 पारोळा उंदरखेडे भाग बोर 0 हे. 62 आर – 2 8 36. जळगाव भोकर तापी 476,537,538 & 540 480 95 1 4 हे. 56 आर 37. जळगाव पळसोद गरणा 161,162 & 195 samoril 150 75 1 1 हे. 12 आर 38. 32 to 34 285 90 1 जळगाव सावखेडा बु. गरणा 2 हे. 65 आर 9 39. 247 & 260 600 60 0.5 अमळनेर धावडे तापी 3 हे. 6 आर 40. 1 & 243 350 60 0.5 अमळनेर ंधाट – 1 तापी 2 हे. 1 आर 41. 21,37 & 38 paiki 500 60 0.5 अमळनेर ंधाट – 2 तापी 3 हे. 0 आर 42. अमळनेर सावखेडा तापी 3,5,6,7,8,9 & 10 650 60 0.5 3 हे. 9 आर 43. अमळनेर हंगोणेसम तापी 6 & 7 500 70 0.5 3 हे. 5 आर .ज.भाग-1 44. अमळनेर हंगोणेसम तापी 1,2,86,85, & 87 600 70 0.5 4 हे. 2 आर .ज.भाग-1

एकूण

4. DETAILS OF ROYALTY OR REVENUE RECEIVED IN LAST THREE YEAR

Sr.no Year Target Vasuli Percent

1. 2 3 4 5

2. 2016-17 6700 5729 85.51

3. 2017-18 6700 6009 89.69

4. 2018-19 6550 8330.82 127.19

5. DETAILS OF PRODUCTION OF SAND OR BAJRI OR MINOR MINERAL IN LAST THREE YEARS Financial Year Scooping of River Scooping of River Scooping of River Bed Sand in Bed Sand in Bed Sand in Brass Cum. Tonnes F.Y. 2016-17 54485 154192 245182 F.Y. 2017-18 46340 131142 208530 F.Y. 2018-19 56873 160950 255928

Details of Production of Minor Mineral in last three years

DISTRICT - JALGAON FOR THE FOR THE FOR THE FINANCIAL FINANCIAL FINANCIAL YEAR 2016-17 YEAR 2017-18 YEAR 2018-19 Name of Minerals Production (Brass) Production (Brass) Production (Brass) 1 Gitty/Building 423541 79518 325717 Stone 2 Murum 194515 56865 119933 3 Stone Bricks/ 0 58175 77475 Bricks earth 4 Ordinary Clay 129566 13776 7156 5 Ordinary Sand 49678 45292 56573 Total 797300 253626 586854

6. Process of deposition of sediments in the rivers of the District:] Sediment transportation Sediment transport is the movement of organic and inorganic particles by water. In general, greater the flow more sediment that will be conveyed. Water flow can be strong enough to suspend particles in the water column as they move downstream, or simply push them along the bottom of a waterway. Transported sediment may include mineral matter, chemicals and pollutants, and organic material. Another name for sediment transport is sediment load. The total load includes all particles moving as bed load, suspended load, and wash load.

a. Bed load

Bed load particles travel with water flow by sliding or bouncing along the bottom. Bed load is the portion of sediment transport that rolls, slides or bounces along the bottom of a waterways. This sediment is not truly suspended, as it sustains intermittent contact with the streambed, and the movement is neither uniform nor continuous. Bed load occurs when the force of the water flow is strong enough to overcome the weight and cohesion of the sediment. While the particles are pushed along, they typically do not move as fast as the water around them, as the flow rate is not great enough to fully suspend them. Bed load transport can occur during low flows (smaller particles) or at high flows (for larger particles). Approximately 5-20% of total sediment transport is bed load. In situations where the flow rate is strong enough, some of the smaller bed load particles can be pushed up into the water column and become suspended. b. Suspended Load While there is often overlap, the suspended load and suspended sediment are not the same thing. Suspended sediment are any particles found in the water column, whether the water is flowing or not. The suspended load, on the other hand, is the amount of sediment carried downstream within the water column by the water flow. Suspended loads require moving water, as the water flow creates small upward currents (turbulence) that keep the particles above the bed. The size of the particles that can be carried as suspended load is dependent on the flow rate. Larger particles are more likely to fall through the upward currents to the bottom, unless the flow rate increases, increasing the turbulence at the streambed. In addition, suspended sediment will not necessarily remain suspended if the flow rate slows.

If the water flow is strong enough to pick up sediment particles, they will become part of the suspended load.

c. Wash Load

The wash load is the portion of sediment that will remain suspended even when there is no water flow. The wash load is a subset of the suspended load. This load is comprised of the finest suspended sediment (typically less than 0.00195 mm in diameter). The wash load is differentiated from the suspended load because it will not settle to the bottom of a waterway during a low or no flow period. Instead, these particles remain in permanent suspension as they are small enough to bounce off water molecules and stay afloat. However, during flow periods, the wash load and suspended load are indistinguishable. Turbidity in lakes and slow moving rivers is typically due the wash load. When the flow rate increases (increasing the suspended load and overall sediment transport), turbidity also increases. While turbidity cannot be used to estimate sediment transport, it can approximate suspended sediment concentrations at a specific location. The rate of sediment transport typically increases as a power function of flow; that is, a doubling of flow typically produces more than a doubling in sediment transport and most sediment transport occurs during floods. The environmental impacts from in-stream mining can be avoided, if the annual bed load is calculated and aggregate extraction is restricted to that value or some portion of it. To accurately limit extraction to some portion of bed load, the amount of sediment that passes the in-stream mining site during a given period of time must be calculated. There is a large amount of uncertainty in the process of calculating annual rates of bed load transport. How much coarse material is moved, how long it remains in motion as also how far it moves depends on the size, shape & packing of the material and the characteristics of the river flow. Downstream movement commonly occurs as irregular bursts of short- distance movement separated by longer periods, when the particles remain at rest. Because bed load changes from hour-to-hour, day-to-day, and year-to-year, estimating annual bed load rates is a dynamic process involving careful examination. Constant variations in the flow of the river make the channel floor and riverbanks a dynamic interface, where some materials are being eroded while others are being deposited. The net balance of this activity, on a short- term basis, is referred to as scour or fill. On a long- term basis, continued scour results in erosion (degradation), while continued fill results in deposition (aggradation). A general indicator of the stability of a stream relates to the amount of vegetation present. Gravel bars that are vegetated or where the gravel is tightly packed, generally indicate streams, where the gravel supply is in balance. Streams with excessive gravel generally have gravel bars with little or no vegetation, and are surfaced with loosely packed gravel. d. What is Sediment Deposition? Sediment is necessary to the development of aquatic ecosystems through nutrient replenishment and the creation of benthic habitat and spawning areas. These benefits occur due to sediment deposition – when suspended particles settle down to the bottom of a body of water. This settling often occurs when water flow slows down or stops and heavy particles can no longer be supported by the bed turbulence. Sediment deposition can be found anywhere in a water system, from high mountain streams, to rivers, lakes, deltas

and floodplains. However, it should be noted that while sediment is important for aquatic habitat growth, it can cause environmental issues if the deposition rates are too high, or too low.

When the flow rate changes, some sediment can settle out of the water, adding to point bars, channel bars and beaches Sediment transportation and Deposition is depends upon various factors like Slope of the Area, Annual

Rainfall, Lithology, flow intensity of River, Geomorphology, Soil, Geology and Land use.

Map : Stream Flow gauge map of the District Map: Siltation map of the District

7. GENERAL PROFILE OF THE DISTRICT:

Jalgaon district is one of the district of Khandesh Region and situated in north western part of Maharashtra. It is situated in the northern part of the State abutting Madhya Pradesh and lies between north latitudes 20°15’ and 21°25’ and east longitudes 74°55’ and 76°28’. The total area of the district is 11,765 sq.km. and falls in parts of Survey of India degree sheets 46 K, 46 L, 46 P, 55 C, 55 D, and 56 O. The district is bounded on the north by Madhya Pradesh, on the east by Buldhana, on the west by Nashik and Dhule districts and on the south by Aurangabad district. The district headquarters is located at Jalgaon Town. For administrative convenience, the district is divided into 15 talukas viz., Jalgaon, Bhusaval, Yaval, Raver, Muktainagar, Amalner, Chopda, Erandol, Palora, Chalisgaon, Jamner, Pachora, Bhadgaon, Dharangaon and Bodwad. It has a total population of 4,224,442 as per 2011 census. The district has 16 towns and 1519 villages. Population density as per 2011 sensus is 359 persons/Sq.km. The major part of the district comes under Tapi basin. Tapi is the main river flowing through the district. Jalgaon district is known for its advances in horticulture. Its production of bananas and cotton, especially by resorting to drip irrigation, has created a role model for cultivators in other parts of India. Bananas grown in the district are exported outside the State and to other countries. Mehrun village is famous for its unique bor(jubjube). Amalner is regarded as Pandharpur of Khandesh. Centuries ago, Sant Muktabai’s stay in the district has made it a holy place since. In present times, legendary poetess Bahinabai Chaudhari of Jalgaon spread the fame of the Ahirani dialect across the seven seas. Sane Guruji awakened the labour class while BalkaviThomre’s poetry enriched socio-cultural life of thedistrict.

Stretching nearly 80 miles along the Tapi river, and varying in breadth from seventy to ninety miles, Jalgaon forms an upland basin, one of the most northerly sections of the Deccan table-land. Along the whole northern frontier, the district is bounded by the Satpuda ranges, a mountain tract from thirty to forty miles wide. On thenorth-easternside,thedistrictisboundedbytheterritoriesoftheMadhyaPradeshState. Quite a major portion of the northern boundary is marked by the tributary Aner which in the west continues to separate Jalgaon from Dhulia till its junction with the Tapi. On the east and south-east, a range of low and detached hills and some major streams, without any marked natural boundary, separate Jalgaon from the districts of Vidarbha. To the south, the Ajanta, Satmala and Chandor ranges may roughly be said to mark the line between Jalgaon and the Marathwada territory. Within these limits, in several places along the south boundary, the Marathwada territory runs north of the Ajanta range. On the Jalgaon shares its boundary with the Nasik district over a stretch of about 25 miles, and then with the Dhulia district for about 50 miles, the Panjhra river being the only natural feature demarcating ft over a majorstretch.

The Tapi banks are high and bare, and due to heavy regional erosion the land on both sides is seamed by tributary rivers and streams. Now and again from the north, spurs of the Satpuda stretch close to the river bank, and on the south rise some low barren hill ranges. With these exceptions, the long 18 central plain is for about 80 miles from Burhanpur to the western limit of the district which is co-terminus with the confluence of Aner and Bori rivers with the Tapi. Although the Tapi valley consists of a vast alluvial plain, intense erosion-riverine and gully is the major key-note of its landscape, and it acts as a serious and increasing limitation on the traditional agricultural wealth of the region. This is particularly noticeable on the northern flank between Faizpur and Chopda, and on the southern in the immediate vicinity oftheGirna and the Vaghur rivers. Cultivation evidently dominates the valley landscape, though to the north, near the base of the Satpuda, it yields progressively to forest growth, and in the south to barren grass lands with the approaches of the Ajanta ranges.

The District is divided in to seven Subdivisions and now 15 talukas. There are seven Subdivisions and now fifteen talukas listed as:

Name of Sub Taluka division Jalgaon Jagaon Jamner Bhusawal BhusawalMuktain agar Bodwad Amalner Amalner Chopda Pachora Pachora Bhadgaon Erandol ErandolParola Dharangaon Faizpur Yawal Raver Chalisgaon Chalisgaon

 Religious places: Changdev, Amalner, Atraval, Chorwad, Chandsani, Padmalaya, Raver, Patnadevi, Kapilleshwar.  History: Much of the early history of Jalgaon district is obscure. It was part of a region known as Rasika in ancient times, and after the region came under the rule of the Farqui Kings, it came to be called Khandesh. The Vakatakas, the Nizam of Hyderabad, and subsequently the Marathas ruled the region. In 1906 when Khandesh was divided, east Khandesh became present-day Jalgaon. In 1956 with the reorganization of states, it was included in Bombay state, and with the formation of Maharashtra in 1960, Jalgaon became a district of the state.  Languages/Dialects :Marathi and Ahirani 8. LAND UTILIZATION PATTERN OF THE DISTRICT: Forest, Agriculture, land not available for cultivation,grazing and cultivablr waste land, follow land and net sown area etc:

Map: Land Use map of Jalgaon District Sr. Name of the Total Land Use Category (figures in %) No. tehsil Geographical Area (sq.km.) Area Land not Grazing Fallow Net Under available and land Sown Forest for Cultivable Area cultivation waste land 1 Chopda 95436 22.88 2.94 8.67 0.47 65.03

2 Yawal 95438 34.88 0.97 7.53 0.53 56.08

3 Raver 93570 27.80 4.05 2.01 0.88 65.26

4 Muktainagar 64611 18.80 15.33 4.87 0.25 60.75

5 Bodwad 35545 18.22 1.51 3.78 1.55 74.94 6 Bhusawal 47470 28.47 6.93 1.34 6.43 56.84

7 Jalgaon 82507 20.62 6.78 3.65 4.01 64.93

8 Erondol 49442 7.61 8.90 7.43 3.50 72.55

9 Dharangaon 48014 4.85 3.81 0.79 0.87 89.68

10 Amalner 84415 2.26 11.86 5.41 2.11 78.37

11 Parola 79121 13.45 6.91 11.38 1.35 66.91

12 Bhadgaon 48453 20.64 4.36 12.76 1.01 61.23

13 Chalisgaon 121763 13.91 6.44 2.53 3.72 73.40

14 Pachora 82041 13.83 4.61 2.73 2.92 75.91

15 Jamner 136072 22.84 1.06 1.56 0.81 73.73

Dist. Total 11638.98 18.76 5.48 4.87 1.92 68.97

(Source: Jalgaon District Statistical Abstract. 2012)

9. PHYSIOGRAPHY OF THE DISTRICT:

Jalgaon District belongs to the Deccan uplands of the Maharashtra state; it is distinguished from the rest of the upland District bywestward drainage. The Tapi river passes through the centre of the District from east to west. The rest of the upland region is drained by major river to the east. The Tapi and its tributaries drain the Jalgaon region to the west towards Arabian Sea. The landscape is typically that of the Deccan lavas with residual hill ranges and broad valley, with trap dykes introducing sharp local contrast as small chains of hillocks. Thus the region includes varied topographical features and landscapes consisting of wild hills, barren plain, low lying rocky hills and bad land topography near major river banks. Regionally, at parallel with the Tapi, there are three well markedbelts. i) The Northern Hilly Region ofSatpuda. ii) The Central TapiValleyRegion. iii) Southern AjanthaHillyRegion.

 Geographical location :Between 20° and 21° North latitudes and 74° 55′ to 76° 28′ East longitudes, in the northern part of the state.Jalgaon City located at Longitude 75.5626039 and Latitude21.0076578.

 Adjoining districts:North: Satpuda Hills, South: Aurangabad and Nashik, East: Madhya Pradesh and Buldhana, West:Dhule

 Major urban centers :Jalgaon, Bhusawal, Kandari, Varangaon, Nimbore Bk., Fekari, Chopda, Pachora, Chalisgaon, Amalner, Yawal, Faizpur, Raver, Savada, Parola, Erandol,Dharangaon.

 Major crops:Banana, Wheat, millet, lime, groundnut, cotton,sugarcane

 Major rivers :Tapi, Girna,Waghur.

 Water Supply Resources: Girna Dam (Tal.: Nandgaon District Nashik), Hatnur Dam (Tal: Bhusawal), Manyad (Tal: Chalisgaon), Bori (Tal: Parola), Bhokarbari (Tal: Parola), Suki (Tal: Raver), Abhora (Tal: Raver), Hivra (Tal: Pachora), Agnavati (Tal: Pachora), Tondapur (Tal: Jamner), Mangrul (Tal: Raver), Bahula (Tal:Pachora)

 Max temp : 48.0°C,Min temp : 10.3°C ,Average rainfall :690.2mmLanguage : Marathi is the local language. People speak Hindi in the areas bordering MadhyaPradesh.

 Food :The staple food of the people is millets, wheat andrice.

 Fairs and festivals :Four main fairs are held in the district which attract a number of devotees not only from within the district but also from the rest of the state. These are: the Shri Rama Rathotsava fair at Jalgaon town, held during the Hindu month of Kartik; the Navaratri-Mahalaxmi fair at Jalgaon town during Navaratri,Changdeo fair at the Changdeo temple located about 6 kms northwest of Muktainagar, and the Mukatabai fair held again in Magha at Kothali, in Muktainagartehsil.

 Religious places : Changdev, Amalner, Atraval, Chorwad, Chandsani, Padmalaya, Raver, Patnadevi,Kapilleshwar.

 History : Much of the early history of Jalgaon district is obscure. It was part of a region known as Rasika in ancient times, and after the region came under the rule of the Farqui Kings, it came to be called Khandesh. The Vakatakas, the Nizam of Hyderabad, and subsequently the Marathas ruled the region. In 1906 when Khandesh was divided, east Khandesh became present-day Jalgaon. In 1956 with the reorganization of states, it was included in Bombay state, and with the formation of Maharashtra in 1960, Jalgaon became a district of the state.

 Languages/Dialects :Marathi andAhiran

10. RAINFALL DATA OF THE DISTRICT

January 0 February 5.2 March 0.2 April 23.1 May 0 June 111.8 July 364.6 August 287.2 September 187 October 147 November 66.2 December 16.3 Total 1208.6 The climate of the district is characterized by a hot summer and general dryness throughout the year except during the south-west monsoon season, i.e., June to September. The mean minimum temperature is 10.8°C and means maximum temperature is 42.2°C.

11. GEOLOGY OF THE DISTRICT

Deccan Trap Basalt of Upper Cretaceous to Lower Eocene age is the major rock formation, covering about 8040 sq. km. area in central and the southern parts of the district. These rocks formations are intruded by the dykes of the same period. Alluvium occurs over an area of 3600 sq. km. in the northern part of the district below the Satpura ranges.

Northern part of the district is underlain by Tapi Alluvium. Tapi Alluvium can be subdivided into two sub units, i.e., the upper younger alluvium extending down to 70-80 m depth and the deeper older alluvium attaining a maximum depth of 450 m. However, only upper 70-80 m of younger alluvium, having 2 to 5 layers of granular zones of sand and gravel ranging in thickness from 2 to 20 m, forms the potential aquifer. At deeper levels the alluvium is mostly clayey and does not form potential aquifer

Mineral Wealth:

Basalt, sand, weathered basalt(Murrum),Gravels, Clay and Agate in small areas.

 DISTRICT WISE DETAILS OF RIVER OR STREAM AND OTHER SAND SOURCES

Drainage includes surface as well as underground flow of natural water. It is related to cloudiness, insolation, humidity, precipitation, wind velocity, wind direction, surface flow, and also related to nature of topography, vegetation, soil cover and itshuman utilization pattern. Tapi is the main river in the Jalgaon District. It drains about 120 Kms. of surface. The Tapi receives many tributaries from both sides. On the right bank of Tapi the tributaries are Bhokar, Suki, Mor, Manki, Guli, Hadki and Aner while Purna,

Bhogawati, Vaghur, Girna, Panzara and Bori tributaries are join the Tapi river on its left bank. The right bank tributaries of the Tapi river originate from Satpudas on its southern slope and of little use for irrigation purpose. The left bank tributaries of Tapi flow the south and emanate from Sahyadris except for Purna and Vaghur. The Purna, Girna, Panjhara drain much wider tracks. The Purna entering from the south- east flows in this District for 40 Kms. and meets the Tapi near Changdeo in Muktainagar tahsil. The Girna river rising from Nasik District and flowing 120 Kms. to Jalgaon District, joins to Tapi near village Nanded in Amalner tahsil. The Vaghur river flows from Ajanta hills and meets to Tapi near Shelgaon in Jalgaon tahsil. The river Bori rises in Nashik District near Malegaon and joins the Tapi near village Bohore in the District. During the rainy season all these tributaries flow with significant volume of water and become almost dry during summer season. Hence they are not useful for agriculture in summer season.

Most of the sand ghats are on Tapi,Girna, Waghur, Suki, &Bori rivers. Only Feasible sand ghats are allowed by administration for further process of EC to recommend for scooping of sand every year after proper survey. Sr.No. Name of River Area drained in Sq. % Area drained in the Km. District 1 Tapi 7319 62 2 Girna 4438 38 Drainage system with description of main Rivers

Sr.No. Name of river or Total length in the Place of origin stream district in km 1 Tapi 133.36 Multai (M.P.) 2 Girna 155 Kem Peak Surgana 3 Waghur 83.99 Ajanta 4 Bori 62.39 Laling Dhule

District wise availability of sand and gravel or aggregate resources:

District had 62 Sand ghats in year 2016-17 catering 54485 brass of sand. In 2017-18 63 sand ghatswas catering46340 brass sand and In year 2018-2019 39 sand ghats catering 56873 brass sand. District has 05 stone quarries catering 254110 brass stone/murrum (as per 2017-18) aggregates of different sizes like 6mm,20mm,40mm, 60mm and mechanicalsand.

Portion of the Length of area Average width Area Mineable River or Stream recommended of area recommended mineral Recommended for mineral recommended for mineral potential ( in For Mineral concession ( in for mineral concession (in metric ton) (60 Concession kilometers) concession (in square meter) percent of total meter) mineral potential

Year 2019-20 Tapi (14) 5.056 50 289236 272647.5 Girna(10) 3.51 59.2 172200 141026.5 Waghur(6) 2.33 11.66 26960 21434.63 Bori(4) 1.05 28.75 29725 23632.95 Suki(3) 1.20 25 30100 30363.07 Bhokar (2) 0.8 25 20050 15940.81 Gul(1) 0.08 22 1870 1486.74 Total= 40 506532.2

River wise Distribution of sand ghat for replenishment study: Suki River:

Tehsil Name River 18-19 19-20 रावेर वडगाव सुक 0.6

रावेर आंदलवाडी सुक 0.7

रावेर नंभोराबु सुक 0.5 0.6 River Tapi:

Tehsil Name River 16-17 17-18 18-19 19-20 चोपडा पंी तापी 0.5

चोपडा घाडवेल तापी 0.8 0.8 0.5

चोपडा सुटकार तापी 1 0.7 0.7 0.5

यावल थारेगाहाण तापी 1 1 1

यावल पंी तापी 0.5 1 1

अमळनेर धावडे तापी 0.5

अमळनेर ंधाट– 1 तापी 0.5 0.5 0.5

अमळनेर ंधाट– 2 तापी 0.6 0.5 0.5 0.5

अमळनेर सावखेडा तापी 0.5 0.5 0.5

हंगोणेसम.ज.भाग- अमळनेर तापी 0.5 1 25

हंगोणेसम.ज.भाग- अमळनेर तापी 0.5 1 भुसावळ भानखेडा तापी 0.7 0.7 0.5 जळगाव भोकर तापी 1

रावेर धुरखेडा तापी 0.5 0.6 मुताईनगर भोकर तापी 0.5 0.5 मुताईनगर पातडी तापी 0.3 0.5 0.5 यावल शरगड तापी 0.5 0.5 यावल पडे तापी 0.5 0.5 रावेर आतवडे तापी 0.5 0.5 रावेर धोडे तापी 0.5 0.5 चोपडा बुधगाव तापी 0.5 0.8 0.5 चोपडा कु रवेल तापी 0.5 0.5 रावेर नेहाते तापी 0.5 0.5

Note: From the above data, it shows that Replenishment rate of sand for River Tapi is ranging between 0.25m-2.0m/Year approximately. Replenishment rate of river is varies from year to year and affected by various factors like Annual Rainfall, Lithology, Flow rate of Water, Geology, Geomorphology etc.

River Girna:

Tehsil Name River 16-17 17-18 18-19 19-20 बांभोर. धरणगाव गरणा 0.5 चा.

धरणगाव आहाणी गरणा 1 1 0.5

धरणगाव नारणे गरणा 1 0.5 एरंडोल टाकरखेडा गरणा 0.5 0.5 0.3 एरंडोल टाकरखेडा गरणा 0.3

एरंडोल वैजनाथ गरणा 0.5 0.5 0.5 0.3

एरंडोल उाणअ.ह. गरणा 0.3

एरंडोल उाणअ.ह. गरणा 0.3 जळगाव पळसोद गरणा 1 जळगाव सावखेडाबु. गरणा 0.5 0.5 1 जळगाव नागझर गरणा 0.5 0.5 0.5 पाचोरा कु रंगी गरणा 0.5 0.7 0.6 पाचोरा महजी गरणा 0.8 पाचोरा वाक गरणा 0.5 0.5 0.5 पाचोरा राहपुर२ गरणा 1 1 1 धरणगाव बाभूळगाव गरणा 0.5 0.6 1 जळगाव जामोद गरणा 1

Note: From the above data, it shows that Replenishment rate of sand for River Girna is ranging between 0.25m-1.75m/Year approximately. Replenishment rate of river is varies from year to year and affected by various factors like Annual Rainfall, Lithology, Flow rate of Water, Geology, Geomorphology etc.

River Waghur:

Tehsil Name River 16-17 17-18 18-19 19-20 भुसावळ जोगलखेडा वाघुर 0.7 0.7 0.5

भुसावळ गभी वाघुर 0.5

भुसावळ सुनसगाव वाघुर 0.5

बेलहायभाग- भुसावळ वाघुर 0.7 0.7 0.7 0.5 1

बेलहायभाग- भुसावळ वाघुर 0.7 0.7 0.5 2

बेलहायभाग- भुसावळ वाघुर 0.7 0.7 0.5 3

Note: From the above data, it shows that Replenishment rate of sand for River Waghur is ranging between 0.20m-1.5m/Year approximately. Replenishment rate of river is varies from year to year and affected by various factors like Annual Rainfall, Lithology, Flow rate of Water, Geology, Geomorphology etc.

River Bori: Tehsil Name River 16-17 17-18 18-19 19-20 पारोळा बहादपूर बोर 0.5

पारोळा महालपूर बोर 0.5

उंदरखेडेभाग– पारोळा बोर 0.5 0.5 0.5 0.5 1

उंदरखेडेभाग– पारोळा बोर 0.5 0.5 0.7 0.5 2

पारोळा तामसवाडी बोर 0.5 1

Note: From the above data, it shows that Replenishment rate of sand for River Bori is ranging between 0.25m-1.25m/Year approximately. Replenishment rate of river is varies from year to year and affected by various factors like Annual Rainfall, Lithology, Flow rate of Water, Geology, Geomorphology etc.

River Bhokar: Tehsil Name River 19-20 केहाळे रावेर भोकर 0.5 बु. रावेर पातडी भोकर 0.5 27

River Gul: Tehsil Name River 19-20 चोपडा कोलंबा गुळ 0.5

जळगाव िजहयातील सन 2019-2020 या महसुल वषाकरता िजहयातील नद/ओढा पाातील वाळू साठयाया ललावाबाबत माहती दशवणारे ववरणप अनु वाळू तालुयाचे गावाचे नद/ओयाचे वाळू साठयाया लगतचे गट वाळू साठयाची वाळू . गट/घाट नाव नाव नाव सायाचे मांक एकून लांबी ंद उपतािक ेफळ (मटर) (मटर) समतीने (हे आर) उखनासाठ तावत केलेल खोल (मटर) 1 2 3 4 5 6 7 8 9 10 1 1 रावेर वडगाव सुक 7,14,15,16,17,22,24,25 404 25 0.6 1 हे. 01 आर 2 355 to 360 402 25 0.7 रावेर आंदलवाडी सुक 1 हे. 00 आर 3 रावेर नंभोरा बु सुक 62 to 66 400 25 0.6 1 हे. 00 आर 4 रावेर केहाळे बु. भोकर 378 & 372 400 25 0.5 1 हे. 00 आर 5 6,12,& 13 405 25 06 रावेर धुरखेडा तापी 1 हे. 01 आर 6 197,155,154,144,& 141 402 25 0.5 रावेर पातडी भोकर 1 हे. 01 आर 2 7 चोपडा पंी तापी 46,51, & 52 140 31 0.5 0 हे. 43 हे. आर 8 164 & 165 200 55 0.5 चोपडा घाडवेल तापी 1 हे. 1 आर 9 2,3,7,8 & 20 85 22 0.5 चोपडा कोलंबा गुळ 0 हे. 19 आर 10 चोपडा सुटकार तापी 23,24,25,28 & 29 78 44 0.5 0 हे. 34 हे. आर 3 11 धरणगाव बांभोर . गरणा 311,31,305,299 & 298 480 30 0.5 1 हे. 44 चा. हे. आर 12 178,176,175,167,166,165,163,160 1000 20 0.5 धरणगाव आहाणी गरणा 2 हे. 0 हे. & 162 आर 13 धरणगाव नारणे गरणा 6 paiki 300 72 0.5 2 हे. 16 हे. आर 4 14 एरंडोल टाकरखेडा गरणा 1,2,3,& 4 255 55 0.3 1 हे. 40 हे. आर 15 111,117 to 119 280 55 0.3 एरंडोल टाकरखेडा गरणा 1 हे. 43 हे. आर 28

16 एरंडोल वैजनाथ गरणा 105 to 108 245 55 0.3 1 हे. 35 हे. आर 17 9 370 70 0.3 एरंडोल उाण गरणा 2 हे. 59 अ.ह. हे. आर 18 एरंडोल उाण गरणा 17 150 70 0.3 1 हे. 05 अ.ह. हे. आर 5 19 यावल थारेगाहाण तापी 1 & 2 133 18 1 0 हे. 23 हे. आर 20 1,2,3,6,7,8,9,10,12,13,16,273,274, 105 35 1 यावल पंी तापी 0 हे. 37 & 275 आर 6 21 139 335 18 0.5 भुसावळ जोगलखेडा वाघुर 0 हे. 60 हे. आर 22 भुसावळ भानखेडा तापी 6 & 7 315 18 0.5 0 हे. 56 हे. आर 23 1 & 2 524 10 0.5 भुसावळ गभी वाघुर 0 हे. 54 हे. आर 24 2,3, & 4 539 10 0.5 भुसावळ सुनसगाव वाघुर 0 हे. 53 हे. आर 25 भुसावळ बेलहाय वाघुर 175 450 12 0.5 0 हे. 54 भाग-1 हे. आर 26 भुसावळ बेलहाय वाघुर 179 258 10 0.5 0 हे. 25 भाग-2 हे. आर 27 211 & 212 232 10 0.5 भुसावळ बेलहाय वाघुर 0 हे. 23 भाग-3 हे. आर 7 28 पारोळा बहादपूर बोर 236 to 274, 262 to 299,301 & 302 225 35 0.5 0 हे. 79 आर 29 पारोळा महालपूर बोर 19 paiki 68/1 & 68/2 220 30 0.5 0 हे. 66 आर 30 514,515 & 562 360 25 0.5 पारोळा उंदरखेडे बोर 0 हे. 9 भाग – 1 आर 31 पारोळा उंदरखेडे बोर 430 to 434 250 25 0.5 0 हे. 62 भाग – 2 आर 8 32 जळगाव भोकर तापी 476,537,538 & 540 480 95 1 4 हे. 56 आर 33 161,162 & 195 samoril 150 75 1 जळगाव पळसोद गरणा 1 हे. 12 आर 34 जळगाव सावखेडा गरणा 32 to 34 285 90 1 2 हे. 65 बु. आर 9 35 अमळनेर धावडे तापी 247 & 260 600 60 0.5 3 हे. 6 आर 36 1 & 243 350 60 0.5 अमळनेर ंधाट – 1 तापी 2 हे. 1 आर 37 अमळनेर ंधाट – 2 तापी 21,37 & 38 paiki 500 60 0.5 3 हे. 0 आर 38 अमळनेर सावखेडा तापी 3,5,6,7,8,9 & 10 650 60 0.5 3 हे. 9 आर 39 6 & 7 500 70 0.5 अमळनेर हंगोणेसम तापी 3 हे. 5 29

.ज.भाग-1 आर 40 अमळनेर हंगोणेसम तापी 1,2,86,85, & 87 600 70 0.5 4 हे. 2 .ज.भाग-1 आर

एकूण

 District wise details of existing mining leases of sand and aggregates:

District administration every year survey the sand deposits as per rules framed by Govt. of Maharashtra policy dated 03.09.2019 and after all legal clearances. There are about 40 feasible sand ghats identified by administration for scooping of sand for 2019-20. District administration, sub divisional officer and tahsildar is granted themining lease or short term permit for the other minor minerals as per Maharashtra minor mineral (extraction and regulations) rule 2013. List of proposed sand ghats in the District is attached as follows:

No. of Leases of Total Area in ha Mineable Reserves aggregates Available in MT 05 16.25 1143495

Mineral Potential:

Boulder (MT) Bajari (MT) Sand (MT) Total Minable Potential (MT) 2710418 2356263 5066681

Annual Deposition: Annual deposition is calculated by considering watershed area in Km2 ,Annual Rainfall in mm3 Average Watershed slope, Drainage density in Km-1,Vegetative cover factor, Annual precipitation in cm, mean annual runoff in cm, mean annual temperature for Jalgaon and Girna river and plotted on district map as : Boulder (MT) Bajari (MT) Sand (MT) Total Minable Potential (MT) 2710418 2356263 5066681

Year 2019-2020:

Sr.No. River or Portion of the Length of area Average Area Mineable Stream river or stream recommended width of area recommended mineral recommended for mineral recommended for mineral potential for mineral concession (in for mineral concession ( (in brass) concession km) concession in square (in meter) meter) 1 2 3 4 5 6 7 1 Tapi 15 5.5 48.40 300000 62734 2 Girna 11 4.4 52.09 183000 28944 3 Waghur 6 2.4 11.66 26900 4795 4 Suki 4 1.6 25 40000 8867 5 bhokar 2 0.8 25 10000 3543 6 Gul 1 0.08 22 1900 330 7 Bori 4 1.05 28.75 29700 5251

Part II

District Survey Report of Jalgaon district for Minor Minerals other than Sand Mining or River Bed Mining

Prepared under

 MoEFCC, GoI notification S.O. 141(E) dated 15.1.2016  Sustainable Sand Mining Guidelines  MoEFCC, GoI notification S.O. 3611(E) dated 25.07.2018

1. INTRODUCTION: Hon'ble Supreme Court of India dated 27th February, 2012 in I.A. No.12-13 of 2011 in Special Leave Petition (C) No.19628-19629 of 2009, in the matter of Deepak Kumar etc. Vs. State of Haryana and Others etc., prior environmental clearance has made mandatory for mining of minor minerals irrespective of the area of mining lease. Accordingly, Ministry of Environment, Forest & Climate Change (MoEF& CC) had issued Office Memorandum No. LllOll/47/2011-IA.II(M) dated 18th May 2013. As per this O.M. all mining projects of minor minerals would henceforth require prior Environmental Clearance irrespective of the lease area. The stone quarry and sand quarrying projects need environmental clearance as per the MoEF guidelines and such pg. 47 projects are treated as Category ‘B' even if the lease area is less than 5 Ha. Subsequently, various amendments were made as regards to obtain environmental clearance of the minor minerals. The Hon'ble National Green Tribunal, vide its order dated the 13th January, 2015 in the matter regarding sand mining has directed for making a policy on environmental clearance for mining leases in cluster for minor minerals. As per the latest amendment S.O. 141 (E) & S.O.190(E) dated 15th January 2016 & 20th January in exercise of the powers conferred by sub-section (3) of Section 3 of the Environment (Protection) Act, 1986 (29 of 1986) and in pursuance of notification of Ministry of Environment and Forest number S.O. 1533 (E), dated the 14th September, 2006 the Central Government had constituted the District Level Environment Impact Assessment Authority (DEIAA), for grant of Environmental Clearance for Category „B2' Projects for mining of minor minerals, for all the districts in the country. But later on Hon. NGT , vide its order dated 13th Sept.2018, stated that for 0-5 Ha areas also recommendation of grant EC by SEIAA instead of DEAC/DEIAA. The MoEF&CC in its Notification dated 15th January 2016 has prescribed Preparation of District Survey Report for Sand Mining or River Bed Mining and Mining of other Minor Minerals. A detailed procedure and format for preparation of District Survey Report is provided in the said Notification. Further the procedure for preparation of DSR and format is amended vide MoEF&CC Notification S.O. 3611(E) dated 25.07.2018. The DSR is defined at “Appendix -X (See Paragraph 7(iii)(a)" of the notification S.O.141(E)dated 15.01.2016 and S.O. 3611(E) dated 25.07.2018

2. OVERVIEW OF MINING ACTIVITY IN THE DISTRICT Jalgaon District does not have any major mineral sources like Iron, Aluminum, Coal, etc. but districthas a rich source of minor mineral like stones, pebbles, red soils (Moorum), Sand etc. The ever increasing influx of people in the city of Jalgaon has heightened the hopes for having more qualitative public facilities at an approachable distance. This has increased the demand in construction industry and various facilities are developed. All developmental activities need different construction material of which sand, stone, soil and murrum is basic material used for development of roads, bridges, buildings etc. River bed sand quarry are the only source of supply of sand and material available in different part of district like mauje savada tal erandol, mauje amalner, in jalgaon district every tahsil have at list one stone or murrum quarry. Tahsildars and SDOs are given a short term permit as per provision of maharshtra minor minerals rule 2013. These sand quarries are located at approachable distance from where sand is transported with ease and at low costs. Domestic demand plays a major role in the fast growth of mining of sand. In fact the domestic demand of sand has been found increasing in India. The sand consumption has increased over the last few decades. The demand and production of stone as a construction material is increasing rapidly due to increased infrastructure development projects and other construction activities supported by the packages provided by the Government. The entire market for sand is from the Jalgaon, Bhusaval city and surrounding areas. There are about 05 stone quarries in Jalgaon District for 5 years period and around. For the Year 2019-20 forty (40) sand ghat locations seems to be feasible and will further going for prior environmental clearance from competent authority. Mining activity is one of the main revenue source for the district.

40 locations of sandghats over Girna, Tapi, Waghur, Suki and Bori rivers where sand deposition took place from replenishment. (Source info. District Mining Office, Jalgaon).

List of Stone Quarry projects in Jalgaon District Grant of Environmental Clearance & Mine plan

Application received till date for Stone mining

Sr. Mouza Taluka Proponent Land Gat No. Area(ha) Lease No Type Status (Govt. /Pvt) 1 SawadePra. Erandol Mr. YashvantMeghshyam Pvt. 248 2.20 New With Cha Mahajan Approved Mine Plan 34

2 SawadePra. Erandol M/s . Yashvant Stone Pvt. 241 1.70 New With Cha Crushing Company Approved Through Mr. Vikas Mine Plan Meghshyam Mahajan 3 SawadePra. Erandol M/s Rakesh Stone Pvt. 247/2/A/1 1.00 New With Cha Industries Through Mr. Approved Rakesh Vishwanath Chavan Mine Plan 4 SawadePra. Erandol M/s Tryambak Stone Pvt. 272/1/A 1.70 New With Cha Industries Through Approved Mr.Swapnil Ravindra Mine Plan Badgujar 5 SawadePra. Erandol Mr. Sharad Pvt. 273/2, 4.49 Ongoing Cha ShivnarayanKasat 274/3 A With & B Approved Mine Plan 6 SawadePra. Erandol Mr. Shivaji Ganpat Pvt. 249 2.70 New With Cha Bhangale Approved Mine Plan 7 SawadePra. Erandol M/s Chavan Stone Crusher Pvt. 273/1A 2.33 New With Cha Through Mr. Pravin Approved Sambhaji Chavan Mine Plan 8 SawadePra. Erandol M/s Chaudhari Stone Pvt. 262/1 & 1.26 Ongoing Cha Crusher Through Mr. Girish 262/2 With Bhagwat Chaudhari Approved Mine Plan 9 SawadePra. Erandol Mr. Amol Sharad Kasat& Pvt. 262/1 & 3.05 Ongoing Cha Mr. Anil Ashok Kasat 262/2 With Approved Mine Plan 10 Pokhari Erandol Mr. Shaikh Sanwar Shaikh Pvt. 79/2 1.00 Ongoing Sattar With Surface Plan 11 Pokhari Erandol Mr. Shivaji Ganpat Pvt. 78/2 1.50 New With Bhangale Approved Mine Plan 12 Erandol Erandol M/s Qiswa Stone Crusher Pvt. 419 2.06 New With Through Mr. Shaikh Aqil Approved Shaikh zahiruddin Mine Plan 13 Erandol Erandol M/s Gopal Krushna Stone Pvt. 432/1 2.76 New With Crusher Through Mr. Gokul Approved Dula Mahajan Mine Plan 14 Erandol Erandol M/s Dhanashri Stone Pvt. 460 3.80 New With Industries Through Mr. Approved Kushal Kiran Tiwari Mine Plan 15 Erandol Erandol M/s Dhanashri Stone Pvt. 612 4.13 New With Industries Through Mr. Approved Kushal Kiran Tiwari Mine Plan 16 Paldhi (Bk ) Dharangaon Mr. Vikas Meghshyam Pvt. 258/1 4.00 New With Mahajan Through M/s . Approved Yashvant Stone Crusher Mine Plan 17 Dapore Jalgaon M/s. L. H. Patil Pvt. 210/11 0.80 New With Construction Through Mr. Approved L. H. Patil Mine Plan Study Area – 2 18 Deogaon Amalner M/s. Damota Mata Stone Pvt. 98/2A & 3.64 New With Crusher Through Mr. Anil 98/2B Approved 35

B. Patil Mine Plan 19 Deogaon Amalner M/s. Damota Mata Stone Pvt. 84/1, 84/2 2.80 New With Crusher Through Mr. Anil & 84/3 Approved B. Patil Mine Plan 20 Deogaon Amalner M/s. Damota Mata Stone Pvt. 85 2.00 New With Crusher Through Mr. Anil Approved B. Patil Mine Plan 21 Deogaon Amalner M/S Navkar Stone Crusher Pvt. 50 & 51 2.41 New With ThroughMr.Ronak Dinesh Approved Sankleja Mine Plan 22 Deogaon Amalner M/S ManudeviStone Pvt. 91/2 1.46 New With Crusher Through Mr. Approved Padmakar Ramdas Gosami Mine Plan 23 Deogaon Amalner M/s Jai Bhavani Stone Pvt. 87/1 1.22 New With Crusher Approved ThroughGulabraoParbatrao Mine Plan Patil 24 Deogaon Amalner M/S ManudeviStone Pvt. 92/1 & 2.67 New With Crusher Through Mr. 92/2 Approved Padmakar Ramdas Gosami Mine Plan 25 Deogaon Amalner Mr. Haji Nasiruddin Haji Pvt. 86/1 ,86/2 3.18 Ongoing SfariFoddin & 66/1 Leases 26 Amalner Amalner M/s Jai Bhavani Stone Pvt. 236 2.00 New With Crusher Through Mr. Approved GulabraoParvatrao Patil Mine Plan

27 Amalner Amalner M/s KhandeshStone Pvt. 243 1.64 New With Crusher Through Mr. Approved Zahiroddin Haji Sharifoddin Mine Plan 28 Amalner Amalner M/s Jai BhavaniStone Pvt. 283/2 1.77 New With Crusher Through Mr. Approved GulabraoParvatrao Patil Mine Plan 29 Amalner Amalner M/S Ganesh Stone Crusher Pvt. 371/1 0.86 New With ThroughMr.TusharGulabrao Approved Patil Mine Plan 30 Amalner Amalner M/S Ganesh Stone Crusher Pvt. 368/2 2.88 New With Through Mr. Gulabrao Approved Ramdas Patil Mine Plan 31 Nandgaon Amalner Mr. Zahiruddin Haji Pvt. 117/2 1.01 New With Sharffodin Approved Mine Plan 32 Nandgaon Amalner M/s Rakhma Construction Pvt. 122 1.49 New With through Mr. Vinod M. Patil Approved & Mr. Sudhakar S. Wagh Mine Plan 33 SawadePra. Erandol M/s Chaudhari Industries Pvt. 277/1 1.00 New With Cha Through Mr. Suresh Approved Ramkrushna Chaudhari Mine Plan 34 Pokhari Dharangaon Mr. Sunil Bhaskarrao Patil Pvt. 107/1/A/1 1.67 New With Approved Mine Plan 35 Pokhari Dharangaon M/s Sai Stone Crusher Pvt. 81/2 3.41 New With Through Mr. Niranjan Approved Shridhar Salunke Mine Plan 36 Utrad Parola Mr. Anand Gaba Chaudhari Pvt. 120 2.86 New With Approved Mine Plan 36

37 Utrad Parola M/s Shivshakti Pvt. 117 3.18 Ongoing Construction Through Mr. With NamdeoDeorao Patil Approved Mine Plan 38 Winchkhede Parola M/s Jijau Stone Crusher Pvt. 14/2/A 4.00 New With Through Mr. Prashant Approved Manohar Patil Mine Plan 39 Rukhankhed Chopda Mr. DilipDevraoNikam Pvt. 83/1 1.89 New With a Pra Cha Approved Mine Plan 40 Waki. Bk. Jamner M/s Shriniwas Stone Pvt. 80 4.80 Ongoing Crusher Through With Mr.AmarShivajirao Patil Approved Mine Plan 41 Taki Bk Jamner M/s Darshan Construction Pvt. 188/1 A 4.05 Ongoing Jamner Through Mr. Jivan With Vinayak Jahagirdar Approved Mine Plan 42 Jamne Pachora M/s S.S. Patil Construction Pvt. 26/1 A 1.22 Ongoing Pvt. Ltd. Through With Mr.PradipShantaram Patil Surface Plan 43 Kurangi Pachora M/s Jain Metal And Gov. 425 4.50 New With Material Corporation Approved Through Mr. Mine Plan UllhasDaulatrao Jain 44 Raver Raver M/s Datta Infrastructure Pvt. 599 1.93 New With Through Mr. Mahendra Approved Patil Mine Plan 45 Sunasgaon Bhusalwa 1 M/s Guru Ganesh Stone Pvt. 161 2.80 New With Crusher Through Mr. Approved BhavarilalHiralal Jain Mine Plan S.N Name Village Taluka Sr. No/ Area Gut. No 46 Mr. Galludas U. Chhajed Of M/s. Muktai Stone Crusher Gombhi Bhusawal 20/2 2.40 47 Mr. Sanmukh S. Manwani Of M/s. Raja Stone Crushing Gombhi Bhusawal 7/1 3.27 Corporation 48 Mr. Sanjay S. Surna Of M/s. Shradha Stone Company Gombhi Bhusawal 29 4.58 49 Mr. Ashish K. Agrawal Of M/s. Srishti Stone Crushing Gombhi Bhusawal 9/1, 9/2 4.25 Company

3. GENERAL PROFILE OF THE DISTRICT:

Yaval, Raver, Muktainagar, Amalner, Chopda, Erandol, Palora, Chalisgaon, Jamner, Pachora, Bhadgaon, Dharangaon and Bodwad. It has a total population of 4,224,442 as per 2011 census. The district has 16 towns and 1519 villages. Population density as per 2011 sensus is 359 persons/Sq.km. The major part of the district comes under Tapi basin. Tapi is the main river flowing through the district. Jalgaon district is known for its advances in horticulture. Its production of bananas and cotton, especially by resorting to drip irrigation, has created a role model for cultivators in other parts of India. Bananas grown in the district are exported outside the State and to other countries. Mehrun village is famous for its unique bor(jubjube). Amalner is regarded as Pandharpur of Khandesh. Centuries ago, Sant Muktabai’s stay in the district has made it a holy place since. In present times, legendary poetess Bahinabai Chaudhari of Jalgaon spread the fame of the Ahirani dialect across the seven seas. Sane Guruji awakened the labour class while BalkaviThomre’s poetry enriched socio-cultural life of thedistrict.

The Tapi banks are high and bare, and due to heavy regional erosion the land on both sides is seamed by tributary rivers and streams. Now and again from the north, spurs of the Satpuda stretch close to the river bank, and on the south rise some low barren hill ranges. With these exceptions, the long central plain is for about 80 miles from Burhanpur to the western limit of the district which is co-terminus with the confluence of Aner and Bori rivers with the Tapi. Although the Tapi valley consists of a vast alluvial plain, intense erosion-riverine and gully is the major key-note of its landscape, and it acts as a serious and increasing limitation on the traditional agricultural wealth of the region. This is particularly noticeable on the northern flank between Faizpur and Chopda, and on the southern in the immediate vicinity oftheGirna and the Vaghur rivers. Cultivation evidently dominates the valley landscape, though to the north, near the base of the Satpuda, it yields progressively to forest growth, and in the south to barren grass lands with the approaches of the Ajanta ranges.

The District is divided in to seven Subdivisions and now 15 talukas. There are seven Subdivisions and now fifteen talukas listed as:

Table No. 1: List of tehsils in Jalgaon district Culture  Language: Marathi is the local language. People speak Hindi in the areas bordering Madhya Pradesh.  Food: The staple food of the people is millets, wheat and rice.  Fairs and festivals: Four main fairs are held in the district which attract a number of devotees not only from within the district but also from the rest of the state. These are: the Shri Rama Rathotsava fair at Jalgaon town, held during the Hindu month of Kartik; the Navaratri-Mahalaxmi fair at Jalgaon town during Navaratri,Changdeo fair at the Changdeo temple located about 6 kms northwest of Muktainagar, and the Mukatabai fair held again in Magha at Kothali, in Muktainagar tehsil.  Religious places: Changdev, Amalner, Atraval, Chorwad, Chandsani, Padmalaya, Raver, Patnadevi, Kapilleshwar.  History: Much of the early history of Jalgaon district is obscure. It was part of a region known as Rasika in ancient times, and after the region came under the rule of the Farqui Kings, it came to be called Khandesh. The Vakatakas, the Nizam of Hyderabad, and subsequently the Marathas ruled the region. In 1906 when Khandesh was divided, east Khandesh became present-day Jalgaon. In 1956 with the reorganization of states, it was included in Bombay state, and with the formation of Maharashtra in 1960, Jalgaon became a district of the state. 39

 Languages/Dialects :Marathi and Ahirani

4.GEOLOGY OF THE DISTRICT

Mineral Wealth:

Basalt, sand, weathered basalt(Murrum),Gravels, Clay and Agate in small areas. 5. Drainage of Irrigation Pattern: Jalgaon District has only one ‘Tapi’ the large regular and perennial river (160 km flowing through the district) with their small tributaries out of which the Girna (130 km), Waghur (88 km), Anjani (72 km), the Bori (56 km), Agnavati (107 km), More (48 km) other seasonal (tributaries) rivers like, Suki, Bahula, Aner, Hivara and Manyad are considerably supportive to agriculture, Besides well watering and canal watering systems support the irrigations aspects. Irrigation facilities are being well developed in Jalgaon district, over the last two decades. According to 2004 - 2005 agricultural statistics for taluka comparative figures are available the irrigated area in Jalgaon district was the highest (27.59 %) in the whole of Maharashtra (17.3%), the net irrigated area however ranks first in the state. Almost all the dams like Hatnur, Girna and Waghur were built; they go throughout the district especially in Jalgaon, Yawal, Chopda, Amalner, Jamner, Chalisgaon, Bhadgaon, Parola taluka. A detailed review of the progress of irrigation from the past it is difficult, hence an attempt is made here to investigate regional imbalance in irrigation facilities from the plan period onwards with the advent of planning 1951, and many attempts were made to tap the water for irrigation schemes in Jalgaon district. The Government policies encourage the farmer to utilize surface and ground water resources by giving them financial assistance and subsidies. Sugar factories, which have been established during the last forty years, have given impetus to irrigation by making it special in their commercial areas, apart from these factories rapid rural electrification. The awareness in farmers and increasing trend of education has stimulated irrigation developments. The growth of irrigation from all the sources in which 2, 19,352 hectares in 2004-2005. It could observe from the figure that well irrigation is prominent in Jalgaon district. At present the total irrigated area 2, 47,506, hectares the 77 irrigation by well 40 is 2, 39,096 hectares (96.60 percent), by other sources of irrigation surface in 8410 hectares i.e. (3.40 percent.)

6. LAND UTILIZATION PATTERN OF THE DISTRICT: Forest, Agriculture, land not available for cultivation, grazing and cultivable waste land, follow land and net sown area etc:

2 Yawal 95438 34.88 0.97 7.53 0.53 56.08

3 Raver 93570 27.80 4.05 2.01 0.88 65.26

4 Muktainagar 64611 18.80 15.33 4.87 0.25 60.75

5 Bodwad 35545 18.22 1.51 3.78 1.55 74.94

6 Bhusawal 47470 28.47 6.93 1.34 6.43 56.84

7 Jalgaon 82507 20.62 6.78 3.65 4.01 64.93

8 Erondol 49442 7.61 8.90 7.43 3.50 72.55

9 Dharangaon 48014 4.85 3.81 0.79 0.87 89.68 10 Amalner 84415 2.26 11.86 5.41 2.11 78.37

11 Parola 79121 13.45 6.91 11.38 1.35 66.91

12 Bhadgaon 48453 20.64 4.36 12.76 1.01 61.23

13 Chalisgaon 121763 13.91 6.44 2.53 3.72 73.40

14 Pachora 82041 13.83 4.61 2.73 2.92 75.91

15 Jamner 136072 22.84 1.06 1.56 0.81 73.73

Dist. Total 11638.98 18.76 5.48 4.87 1.92 68.97

(Source: Jalgaon District Statistical Abstract. 2012)

7. Surface Water and Ground Water scenario of the district: The surface water scenario mentioned in point no 6, the ground water scenario discussed as below Deccan Trap Basalt of Upper Cretaceous to Lower Eocene age is the major rock formation, covering about 8040 sq. km. area in central and the southern parts of the district. These rocks formations are intruded by the dykes of the same period. Alluvium occurs over an area of 3600 sq. km. in the northern part of the district below the Satpura ranges. Deccan Trap Basalt Ground water in Deccan Trap Basalt occurs mostly in the upper weathered and fractured parts down to 20-25 m depth. At places potential zones are encountered at deeper levels in the fractures and inter-flow zones. The upper weathered and fractured parts form phreatic aquifer and ground water occurs under water table (unconfined) conditions. At deeper levels, the ground water occurs under semi- confined conditions. The yield of dugwells tapping upper phreatic aquifer ranges between 21 and 337 m3 /day, which have 5-15 m bgl depth range. Borewells drilled down to 60-150 m depths, tapping weathered and vesicular basalt are found to yield 1.8 to 52 m 3 /day. 4.1.2 Alluvium Northern part of the district is underlain by Tapi Alluvium. Tapi Alluvium can be subdivided into two sub units, i.e., the upper younger alluvium extending down to 70-80 m depth and the deeper older alluvium attaining a maximum depth of 450 m. However, only upper 70-80 m of younger alluvium, having 2 to 5 layers of granular zones of sand and gravel ranging in thickness from 2 to 20 m, forms the potential aquifer. At deeper levels the alluvium is mostly clayey and does not form potential aquifer. Ground water in alluvium occurs under water table, semi-confined and confined conditions. The dugwells in these formations are deep ranging from 25 to 50 m bgl in depth with yield varying from 120 to 200 m3 /day in winter and from 100 to 150 m3 /day in summer. In Bazada aquifers, the yield of dugwells varies from 160 to 200 m3 /day in winter and 100 to 180 m3 /day in summer.

8. RAINFALL AND CLIMATE CONDITION OF THE DISTRICT

9. Details of the mining leases in the District:

Sr.no Name of Name of lesee Survey No, Area of Use Mineral Village, mining captive/

Tahsil, lease ( Ha) non captive

1 Stone M/sRutwik 58/2, 3.99 Non captive

Project Pvt.ltd MuajeMohadi, Jamner 2 Stone Mr. Manoj Jain 235/1 and 235/3, 3.1 Non captive

MuajeAmalner,

Amalner 3 Stone Mr. DilipNikam 83/1,Rukhankhed 1.89 Non captive a Tal- Chopda 4 Stone Mr. Sharad Kasat 273/2,274/3a 4.49 Non captive MaujeSavadepra .cha. tal- Erandol 5 Stone Mr. Anil Kasat 261/1,262/2 3.05 Non captive

maujesavadepra. cha. tal- Erandol

10. DETAILS OF ROYALTY OR REVENUE RECEIVED IN LAST THREE YEAR

Sr.no Year Target Vasuli Percent

8. 2 3 4 5

9. 2016-17 6700 5729 85.51

10. 2017-18 6700 6009 89.69

11. 2018-19 6550 8330.82 127.19

11. DETAILS OF PRODUCTION OF SAND OR BAJRI OR MINOR MINERAL IN LAST THREE YEARS Financial Year Scooping of River Scooping of River Scooping of River Bed Sand in Bed Sand in Bed Sand in Brass Cum. Tonnes F.Y. 2016-17 54485 154192 245182 F.Y. 2017-18 46340 131142 208530 F.Y. 2018-19 56873 160950 255928

Details of Production of Minor Mineral in last three years

12. Mineral Map of the District:

There are no major mineral deposits in the district. There is abundant quantity of stone, murrum and soil deposits available. They are using for construction of road, bridges and buildings in district.

13. List of Letter of Intent (LOI) Holders in The District Along with Its Validity as Per the Following Format: - S Lesser name and Lessee location Mining Plan Approve Environme Office letter Yearly N Address date ntal of Intent Production Clearance Reference according date date to Mining Plan 1 Shri. Gut survey No No.STC-09(Minig ---- 03/01/2019 2000 Brass YogirajNamdeoSo 277 (Part), Area plan) 2019/470 nawane, Village- -2.30, Village- 30/079/2019 Khamkheda. Nimkhedi KH., Ta- Muktainagar, Dist-Jalgaon.. 2 SHRI Ranganath Gut survey No No.STC-09(Minig ---- Raghunath 87/5 (Part), plan) 2018/234 Mahajan, Area - 2.00, 03/04/2018 Village-.Ozar Village-Londari 16/09/2019 6250 Brass Khurd Bk., Ta- Jamner, Dist- Jalgaon..

14. Total minerals reserve available in district:

Mineral Mineral reserve in million matric tonnes Stone/Murrum 20.80 (approx.) Sand 2.2 (approx.)

15. Quality/grade of mineral available in district: Quality of stone available in Jalgaon district is building grade stone confirming IS standards IS: 7779 (Part II/Sec 3) of 1979.

16. Use of Mineral: Basalt stone and weathered basalt (Murrum) is used for building, construction works , road works as an aggregate.

17. Demand and Supply of the Mineral in last three year:

Details of Production of Minor Mineral in last three years DISTRICT - JALGAON (Brass)

2016-17 2017-18 2018-19

Name of Minerals Demand Supply Demand Supply Demand Supply 1 Gitty/Building 423541 423541 79518 79518 325717 325717 Stone 2 Murum 194515 194515 56865 56865 119933 119933 3 Ordinary Clay 129566 129566 13776 13776 71560 71560 4 Ordinary 299000 155883 122593 325000 204281 154258 Sand

18. Mining Leases marked on District Map:

19. Details of the area of where there is a cluster of mining leases viz. no. of mining leases location:

No Cluster is formed till Jan 2020

20. Details of Eco sensitive area: Gautala Autramghat Sanctuary is a protected area of Maharashtra state, India. It lies in the Satmala and Ajantha hill ranges of the Western Ghats, and administratively is in Aurangabad District and Jalgaon District. The wildlife sanctuary was established in 1986 in an existing reserved forest area.[1][2] It covers a total area of 26,061.19 hectares (64,399 acres) with Reserved Forest Areas of 19706 ha. in Aurangabad and 6355.19 ha. in Jalgaon.[3] Its name comes the nearby village of Gautala, which was itself named after Gautam Rishi, a Hindu ascetic mentioned in the Ramcharitmanas.

21. Impact on the Environment (Air, Water, Noise Soil, Flora & Fauna, Land Use, agriculture, forest etc.) due to mining activity:

Air Environment: Its Anticipated Impacts Minor minerals mining are carried out by opencast manual method. The air borne particulate matter generated by mining and handling operations, transportation and screening of stone chips at crusher is the main air pollutant. The emissions of Sulphur dioxide (SO2), Oxides of Nitrogen (NOX) contributed by tractor trolley. As the number of trips of tractor trolley are less, the pollutant levels are well within prescribed limits . Prediction of impacts on air environment has been carried out taking into consideration proposed production and net increase in emissions. Air pollution sources in the operating mine are classified into three categories  Point sources  Area sources  Line sources 1. Drilling & Blasting and crusher operations of the mine are considered as point sources 2. As the cumulative impacts for cluster of stone quarries are to be considered, thus the cluster of stone mines is described as area sources 3. Transportation of stone chips from mining pit to crusher is considered as line sources. The other source of air pollution is the dust generated during the movement of tractor trolley. Water tankers with spraying arrangement will be used for regular water sprinkling on the haul roads to ensure effective dust suppression. The tractor trolley is well maintained so that exhaust smoke does not contribute abnormal values of noxious gases and un-burnt hydrocarbons.

Noise Environment: Its anticipated impacts: The main sources of noise in the mine are classified as follows: Transportation Vehicles/tractor trolley Drilling & Blasting Crushing & Screening Exposure of Noise may lead to hearing losses and may impact of mental health of Workers Working in the vicinity.

Water Environment: Its Anticipated Impacts:

Mining activities cause adverse impacts due to mine drainage and siltation due to storm water. The impact on water environment has been considered under the following heads: Water consumption Mine seepage and impact on ground water 49

Impact on surface water bodies Storm water management

Soil Environment: Its Anticipated Impacts:

Most of the stone quarries are operated at the barren area where outcrops of basalt are exposed having very thin layer of soil and overburden. This soil is removed and stacked separately for plantation around peripheral area of 7.5 m.

Land Use: These stone quarries are very small in area. After removal of stone these abandoned quarries are used as water tank for irrigation purpose by lessee.

Forest: No quarry is permitted within district within 250m of forest boundary and within 10 km buffer area of Eco Sensitive Area.

22. Remedial measures to mitigate the impact of mining on Environment: Remedial measures to mitigate air environment Dust suppression arrangements like water tankers on haulage road and at all dust generation points Dust extractors during crushing/ screening Grading of haul roads time to time and cleaning to remove the accumulated dusty material Regular maintenance of the tractor trolley. Practicing wet drilling. Controlled blasting using delay detonators. Usage of sharp drill bits for drilling of holes Avoiding of overloading of 10T tippers and covering of loaded tippers with tarpaulins during stone chip transportation Dust mask provision to workers Adequate barrier zone will be maintained all along the mine lease boundary and green belt will be maintained in the barrier zone Periodical monitoring of air quality to take steps to control the pollutants

Remedial measures to mitigate noise environment:

The operations of the mining equipment, plying of tractor trolley and mine machinery like drill operations are the major sources of undesirable noise in the proposed project area.

The following control measures are proposed for bringing down the noise levels- The vibration due to blasting is minimized by careful planning, supervision and execution of each blast and using milli- second (M.S) delay detonators and proper stemming to prevent blow out of holes Green belt will be made around the working areas to screen the noise and also for arresting fugitive dust Maintenance and tuning of machinery would be ensured to reduce undesirable noise Earplugs and earmuffs will be provided to the workmen Limiting the speed of haulage tractor Rubber lining in the chutes of Crushing/ screening plant

Remedial measures to mitigate water environment: The only pollution anticipated in the surface drainage water is the suspended solids, due to wash off. For this purpose retaining wall with garland drain is proposed. The discharge from this drain is diverted to a settling tank unused pit workings, which allows the sediments to settle. Further to arrest the silted drainage 50 entering into the area down below, check dams and gully plugs shall be erected in the existing natural drains. These check dams also assist in the recharge of ground water system. Deliberate attempt has been made to collect this in to a garden drain. This water will be available for uses integrated above. Percolation losses will be negligible.

23. Reclamation of Mined out Area (best practice already implemented in the district, requirement as per rules and regulations, proposed reclamation plan) As per Maharashtra Minor Mineral Extraction & Development Rule 2013, quarry after exhaustion of mineral and on abandonment , the pit be used as a water tank or be used for fish culture or be used for Municipal solid waste dump yard. As per requirement of Maharashtra Minor Mineral Extraction & Development Rule 2013 every stone quarry after exhaustion of minerals will plan Final Mine Closure Plan with the approval of Directorate of Geology and Mining GoM and abandon the stone quarry as per method of approval within time frame prescribed and approved by authority. In the district, till date no mine for stone is abandoned and Final Closure Work is under operation.

24. Risk Assessment and Disaster Management Plan: Risk Assessment The proposed project involves Stone mining through semi mechanized opencast mining. The anticipated risks are mentioned below: Inundation There is no chance of inundation of mine pits from surface waters such as rivers or nalas as it is situated a long away from river. The lease hold area is located in the Parbhani district of Maharashtra and the area in general receives appreciable amount of rain fall, which is in the range of 980mm (annual average). Pit slope & dump slope failures. Mining is restricted to an average depth of 12 m from surface levels. No permanent dumps are proposed.

Blasting Controlled blasting using delay detonators is proposed Surface Fire There are no ignitable materials in Basalt deposit. Sufficient fire extinguishers of suitable type and make will be made available at strategic locations in the mine lease area to control any fire/explosion incident. Dust from the screening & crushing operations The hazard is the inhalation of dust which is created during the screening & crushing operations which may result in the various respiratory diseases to the workers. While it is not presently possible to totally remove the hazard, properly applied control measures can substantially reduce the risk. The dust generated during the screening & crushing operations can be controlled by providing proper enclosure to the plant area and by installing rain guns at transfer points inside the plant. Water sprinkling at the crushing and screening plant units also forms an effective measure of controlling dust generation. Provision of green belt surrounding the plant area will further suppress the spread of airborne dust to the surrounding atmosphere. The workers engaged in these operations will be provided with dusk masks. Noise Loading, screening & crushing operations give rise to harmful levels of noise. Noise generated by screening & crushing can be well controlled by providing enclosure and the green belt. The workers engaged will be provided with ear muffs. The noise created is harmful to anyone who is within a zone around screening & crushing machines at which the noise level is above that considered to be safe for persons to work without having to use control measures. Therefore wherever necessary, the workers engaged will be provided with ear muffs.

The noise levels around screening & crushing equipment should be measured and the risk assessed. Unless control measures are in place no-one, except those necessary for the work in hand, should be allowed inside the designated noisy area.

In most cases this will be the operators. The risk is highest at older machines. Newer large machines are provided with sound insulated systems which control the noise levels to acceptable levels. Other control measures will include training operators and providing them with ear protection, although the later should only be seen as an interim precaution until a permanent solution can be found.measures specified as above are provided the risk will be low.

Loading The main hazard associated with loading is the Mineral falling on to the loading labour/tractor, tractor toppling over due to uneven ground, failure of hydraulic systems. Good housekeeping practices, regular cleaning of the haulage roads and regular maintenance of the tractors, loading operations under supervision of competent persons, etc will be done to avoid such accidents.

Heavy Vehicles Tractor used for excavation and loading and 20 tonne dumpers used for mineral and waste transport are the major heavy vehicles in the proposed mine. The main hazards arising from the use of such machines are incompetent drivers, brake failure, lack of all around visibility from the drivers position, access to the cab, vehicle movements particularly reversing, roll over, vibration, noise, dust and maintenance. Those most at risk are the driver and company employees likely to be struck by the vehicle, and drivers of smaller vehicles, which cannot be seen from the cabs of large vehicles. Visibility defects can be reduced by the use of visibility aids such rear view mirrors. Good maintenance and regular testing are necessary to reduce the possibility of brake failure. An area shall be set out as a testing area where regular tests are carried out on the effectiveness of a vehicles braking system. Protection guards will be provided for moving parts of the equipment and handling heavy components during maintenance work. Those most at risk will be the users of the system, vehicle operators and also company employees working in such areas may also be at risk.

Explosives No magazine is within lease hold area. Contractual blasting is proposed.

Housekeeping: The provision and maintenance of a safe and healthy workplace is the most basic principle of health and safety. Dirty and untidy workplaces or walkways contribute to a very large proportion of trip and fall accidents. In the context of surface mining the provision of well defined roadways and walkways clear of obstruction and regular cleaning up of spillage will greatly reduce the potential risk for this type of accidents. Lack of maintenance may lead to roadways and walkways being unsuitable for use.

The Work: The application of risk assessment depends upon a full understanding of all aspects of the job being undertaken. In carrying out a risk assessment in relation to a particular task the evaluation must include a review of the knowledge, experience and training of those persons carrying out the work.

Personal Competence: It follows that the knowledge, experience and training of personnel involved in work is critical to evaluate any risk assessment. A knowledgeable, experienced well-trained and competently supervised workforce will be at a lower risk of accidents occurring than a poorly trained and badly supervised workforce. For this purpose all the supervisory and managerial staff qualified under MMR 1957 shall only be employed.

Co-ordination A competent person should be given the responsibility for overseeing and coordinating work as required under the MMMEDR 2013. It is essential that the coordinator ensures that everyone engaged in the work is capable and understands the role of others and their responsibility for each other. This is particularly important when contract workers undertake part or all of the work to be carried out.

Equipments The prerequisite for the risk assessment is that equipments are suitable for the work being undertaken and have been designed, manufactured and installed to at least the minimum standards for health and safety. Failure to meet the standard will result in people being at higher risk and remedial steps have to be implemented to compensate the shortfall. Other interim arrangements should be implemented to protect any persons exposed to latent danger. Maintenance of plant and equipment to agreed specification, whether original or upgraded to the latest health and safety standards, is essential.

Dangerous parts of machinery Parts of machinery such as revolving parts, in running nips and entrapment between reciprocating parts as defined in European and National standards should be protected meeting those standards.

Health hazards For the purposes of this document health hazards should be interpreted as being harmful dust and noise which is emitted during surface mining operations, as well as the handling of heavy loads. While complete elimination and often suppression at source is not practicable, in many cases, the normal threshold values of health standards should be made applicable.

Personal Protective Equipment (PPE) The PPE should be of good construction, where ever possible ISI certified, suitable for the hazard e.g. a dust respirator fitted with the correct filter to capture the particular hazardous dust and maintained to recommended standards. As personal protective equipment only affords limited protection it should only be used as a last resort and then as an interim arrangement until other steps are taken to reduce the risk of personal injury to an acceptable level. Traffic Movement The traffic movement should only take place within designated areas and over suitable roadways. Adopting one way traffic movement systems are preferred to two directional traffic systems. The risk of accidents due to traffic movement is much less with a one way traffic. Whenever mineral is mined the first step in winning the product is the preparation of the site. The four main stages in the site preparation are: 1. Planning 2. Surveying 3. Clearing of site 4. Laying out

Planning The risk of injuries can be significantly reduced if sufficient regard is given to health and safety at the planning stage of a new or developing mine. Using trained drivers can largely eliminate the danger of being struck by large moving vehicles and providing the vehicles with suitable appliances, such as aids to ensure the driver has all round visibility. Designing and implementing one-way traffic systems and ensuring that open edges of roadways are suitably protected with parapet wall to prevent accidental driving off the edge can further reduce the danger. Additionally, ensuring that the vehicles are properly maintained in good working condition, particularly the braking system will go a long way to help the driver control the vehicle. Well-designed access and working platforms will also reduce the of a fall possibility. Surveying

Surveying has its hazards, for example surveyors are likely to be seriously injured if they fall from heights or are thrown out of overturning vehicles. Since the hazards are created by ground ormation it is unlikely that they can be removed. Those normally at risk would be the surveying team of the surveyor and assistants. Individuals working at the edge of vertical face or on very steep undulating ground are at greater risk than those working on level ground. Driving over steep rough terrain is more dangerous than driving over gentle slopes. It is necessary to give clear positive instruction and ensure vehicles used to gain access to the areas to be surveyed are well maintained and suitable for the terrain over which access is to be gained.

Clearance Clearance covers all the activities associated with preparing a site ready for laying out primary roads for working a face. The primary hazards are being struck by falling trees and debris from demolition of buildings, use of power saws, equipment used in the removal of the top layers of earth and trucks used to convey it to storage areas, and the possibility of being struck by trucks. The hazards are created in clearing the site. While the clearing of the site cannot be avoided adopting the safest methods to carry out the work can control hazards. For example, fully trained persons should be used in tree felling operations. Well- maintained fully protected power saws should be used and the operatives should wear full personal protection e.g. safety helmets, ear defenders, face shields, gloves, full protection for legs (trousers) and boots. Laying out There are many different ways of opening and development of mines but careful planning particularly concerning the mine layout will reduce hazards. Well maintained equipment is essential to reduce the risk of injuries. If suitable equipment is not used, for example if poor and badly constructed scaffolding is used there is a much higher probability of persons falling from heights or the scaffolding collapsing than if good properly constructed scaffolding is used. To reduce the risk of injuries while using large earth moving equipment and vehicles the equipment drivers and those giving signals should be well trained. The lack of training and competence in the use of such equipment is the biggest cause of such type of accidents.

25. Disaster Management Plan The following natural/industrial hazards may occur during normal operation. Inundation of mine pit due to flood/excessive rains; Slope failure of pits Accident due to explosives; Accident due to heavy mining equipment; and In order to take care of above hazard/disasters, the following control measures have been adopted. Checking and regular maintenance of garland drains and earthen bunds to avoid any inflow of surface water in the pit Provision of suitable pumps for pumping out water from the pit during heavy rains Entry of unauthorized persons is prohibited Fire fighting and first-aid provisions in the mines office complex and mining area Provisions of all the safety appliances such as safety boot, helmets, goggles etc. are made available to the employees and regular check for their use Training and refresher courses for all the employees working in hazardous premises Working of mine, as per approved plans and regularly updating the mine plans Cleaning of mine faces is regularly done Regular maintenance and testing of all mining equipment as per manufacturer’s guidelines Suppression of dust on the haulage roads Increasing the awareness of safety and disaster through competitions, posters and other similar drives The management is able to deal with the situation efficiently to reduce confusion keeping in view of the likely sources of danger in the mine.

Out Line of Disaster Management Plan The purpose of disaster management plan is to restore the normalcy for early resumption of mining operation due to an unexpected, sudden occurrence resulting to abnormalities in the course of mining activity leading to a serious danger to workers or any machinery or the environment.

System of communication An internal communication system for the department head and to their line of command should be maintained. Having the telephone no’s and addresses of adjoining mines, rescue station, police station, Fire service station, local hospital, electricity supply agency and standing consultative committee members is another essential aspect.

Consultative committee A standing consultative committee of 3 persons headed by Mines Manager will be formed.

Facilities & Accommodation Accommodation and facilities for medical centre, rescue room and for various working groups will be provided.

First Aid & medical facilities The mine management is having first aid for use in emergency situation. All casualties would be registered and will be given first aid.

Stores and equipment A detailed list of equipment available its type & capacity and items reserved for emergency will be maintained. Transport services A well-defined transport control system will be provided to deal with the situation.

Functions of public relations group A cordial relation with government officials and other social service organization and working groups shall be maintained. To liaise with representatives of the mine workers to ameliorate the situation of panic, tension, sentiments, grievances and misgivings created by any disaster. To ameliorate the injured, survivors and family members of affected persons by providing material, moral support, finance and establishing contact with relatives of victims.

Security Strict manning of security posts during the disaster will be done.

Catering & Refreshment Arrangements will be made for the victims, rescue teams and others for their Catering & Refreshment services.

26. Plantation and Green Belt Development in respect of leases already granted in the district: District administration on yearly basis collects the compliance w.r.t. green clearance along with photographic evidences of plantation and safety measures the green belt development plan along with quarry owners individually and with their associations. District has developed a very handsome inventory of trees with pollution control measure implementation system.

27. Any other information: Nil