District Survey Report for Jalna District For

DISTRICT SURVEY REPORT FOR JALNA DISTRICT FOR

A. SAND MINING OR RIVER BED MINING B. MINERALS OTHER THAN SAND MINING OR RIVER BED MINING

(Revision 01)

Prepared under

A] Appendix –X of MoEFCC, GoI notification S.O. 141(E) dated 15.1.2016 B] Sustainable Sand Mining Guidelines C] MoEFCC, GoI notification S.O. 3611(E) dated 25.07.2018 D] Enforcement and Monitoring Guideline , January 2020

Index

Sr. Description Page No. No. 1 District Survey Report for Sand Mining Or River Bed Mining 1-74 1.0 Introduction 02 Brief Introduction of Jalna district 02 Salient Features of JalnaDistrict 12 2.0 Overview of Mining Activity in the district 13 3.0 List of the Mining Leases in the district with Location, area 15 and period of validity Location of Sand Ghats along the Rivers in the district 22 4.0 Detail of Royalty/Revenue received in last three years from 23 Sand Scooping activity 5.0 Details of Production of Sand or Bajri or minor mineral in last 23 three Years 6.0 Process of Deposition of Sediments in the rivers of the 23 District Stream Flow Guage Map for rivers in Jalna district 27 Siltation Map for rivers in Jalna district 28 7.0 General Profile of the district 29 8.0 Land Utilization Pattern in the District : Forest, Agriculture, 38 Horticulture, Mining etc. 9.0 Physiography of the District 41 River Inventory of the district 42 Basin Map for Jalna district is drawn as 43 Confluence Points for the rivers in the district 44 Rivers marked on toposheets 45-47 HFL Maps for rivers 48-51 L & Cross sections for rivers 53-56 10.0 Rain Fall Data for Jalna district 57 11.00 Geology and Mineral Wealth 57 Geological Map For Jalna District 60 District wise details of river or stream and other sand sources 61 District wise availability of sand and gravel or aggregate resources 62 Drainage System with description of main rivers 62 Salient Features of important rivers and streams 63 List of Sand Spots 64 Annual Deposition 65 2 District Survey Report for Minerals Other Than Sand Mining Or 75-137 River Bed Mining 1.0 Introduction 76 Brief Introduction of Jalna district 76 Salient Features of Jalna District 85 2.0 Overview of Mining Activity in the district 86 3.0 General Profile of the district 88 Location of leases on Map of District 96 4.0 Geology of the District 97 Minerals Available in the District 99 Geological Map of Jalna District 100 5.0 Drainage and irrigation Pattern 101 6.0 Land Utilization Pattern in the District : Forest, Agriculture, 104 Horticulture, Mining etc. Mining Area 106 7.0 Surface Water And Ground Water Scenario 107 8.0 Rainfall of the district and Climatic Conditions 111

9.0 Details of the mining leases in the district as per the following format 113 10.0 Details of Royalty or Revenue received in last three years 119 11.0 Details of Production of Minor Mineral in last three years 119 : (Approx. Quantity) 12.0 Mineral Map of District 119 13.0 List of Letter of Intent (LOI)Holders in the district along with its 121 validity as per following format 14.0 Total Mineral Reserves Available in the District 123 15.0 Quality / Grade of Mineral available in the District 123 16.0 Use of Mineral 123 17.0 Demand and Supply of the Mineral in last three years 123 18.0 Mining Leases marked on District Map 124 19.0 Details of the area of where there is a cluster of mining leases 125 viz. no. of mining leases. Location 20.0 Details of Eco sensitive area 126 21.0 Impact on the Environment (Air, Water, Noise Soil, Flora & Fauna, 126 Land Use, agriculture, forest etc.) due to mining activity 22.0 Remedial measures to mitigate the impact of mining on 128 Environment 23. Reclamation of Mined Out Area (best practice already implemented 129 in the district, requirement as per rules and regulations , proposed reclamation plan) 24. Risk Assessment 130 25. Disaster Management Plan 135 26. Plantation and Green Belt Development 137 27. Any other information 137 3 District Survey Report for Other Minerals 138- 139 1.0 Details of leases for other minerals like Coal, Limestone and dolomite 139 etc 4 Annexure 140- 148 Annexure -1 Procedure to scrutinize Minor Mineral proposals 140 Annexure -2 Procedure to monitor compliances of Minor Mineral Leases 141 Annexure -3 Demand and Supply for Jalna District 142 Annexure -4 MoEFCC, GoI notification S.O. 3611(E) dated 25.07.2018 143 Annexure -5 L Sections and Cross Sections for rivers flowing through Jalna 144 district Annexure -6 Corporate Environmental Responsibility 145 Annexure -7 List & Sections for Sand Ghats 2019-20 (Amendment 146 Proposed for F.Y. 2019-20) Annexure -8 COMPLIANCE TO ENFORCEMENT AND MONITORING 148 GUIDELINES FOR SAND MINING 2020 (PUBLICATION OF ANNEXURES )

Amendments to DSR

Sr. No. Amendment Amendment Details Amendment Date Page No. Sheet No. 1 01 Amendment in DSR Rev 01 dated ------Complete DSR

DISTRICT SURVEY REPORT FOR JALNA DISTRICT

PART –A

FOR SAND MINING OR RIVER BED MINING

Prepared under

A] Appendix –X of MoEFCC, GoI notification S.O. 141(E) dated 15.1.2016 B] Sustainable Sand Mining Guidelines C] MoEFCC, GoI notification S.O. 3611(E) dated 25.07.2018 D]MoEFCC, E & M Guidelines, January 2020

1.0 Introduction :

Hon’ble Supreme Court of India vide its judgement dated February 27,2012 and further relief amendment dated April 16,2012 directed all state, union territories and ministry of Environment and Forest, Govt. of India, New Delhi to screen mining of minor minerals leases within the purview of EIA notification 2006 and made requirement of environmental clearance to minor minerals less than 5 ha compulsory.

Ministry of Environment & Forest , GoI vide its office Memorandum L-11011/47/2011.IA.II(M) dated 18.05.2012 directed mass to comply Ho’ble Supreme Court decision.

Further streamlining of environmental clearance procedures, MOEFCC, GoI amended EIA notification 2006 vide S.O. 141(E) dated 15.01.2016 where procedure for preparation of District Survey Report (DSR) for minor minerals has been prescribed.

Further the procedure for preparation of DSR and format is amended vide MOEFCC notification S.O. 3611(E) dated 25.07.2018. The subjected 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

This District survey report comply the environmental & monitoring guidelines issued by MoEFCC, GoI, New Delhi published in January 2020.

Accordingly this document is prepared by Secretary,Water Resources,State of Manipur on behalf of District Collector of Imphal (West). Secretary, Water Resources,State of Manipur is empowered to change,modify and amend the District Survey Report for District of Imphal(West)

This District Survey Report will be utilized for assessing the minor minerals proposals of the district for grant of minor mineral leases, their feasibility and for grant of environmental clearances by the designated authorities.

Brief Introduction of Jalna district :

Deccan, the whole region was covered by thick jungle. Agastya was the first Aryan who crossed the Vindhyas and fixed his residence on the bank of the Godavari. From the Ramayana, we learn that Lord Rama accompanied by his brother Lakshman and wife Sita met Agastya near the Godavari. It is said that Buddhism was first introduced in Maharashtra in the reign of Ashoka. This led to the excavation of caves in the different parts of Maharashtra. After the death of Ashoka, the Satavahanas rose to power in the Deccan and they made Prastishthana (Modern Paithan) as their capital. They received support from local rulers called Maharathis. Their Kingdom extended up to Pune, Nashik, Ahmadnagar, Aurangabad and Jalna districts. During the period of Satavahanas, the Jalna district must have attained a high level of prosperity. In the sixth century, the Chalukyas took over this region. Badami (Bijapur district) was their capital. Their kingdom extended up to the Narmada in the north. The Chinese pilgrim Hiuen Tsang calls about King Pulakeshi from Chalukya dynasty as the Lord of Maharashtra. From the early thirteenth century onwards, Muslim rulers started invading this region. They conquered many small forts. The prominent being the Devgiri fort. Jalna was held in ‘Jagir’ by one of the generals of Akbar, Abul Fazl who had made it his residence for a short period. It was under Marathas after 1728, till extinction of the Maratha power and subsequently reverted to the Nizams of Hyderabad. The Nizams ruled this region till 1948. After Independence, the Hyderabad state acceded to the Indian union after a brief but brilliant police action that put an end to the Nizams rule consequent upon the integration of Jagirs and Sarf-e-Khas, all the taluka boundaries were reconstituted in April 1950 and a new mahal (Tahsil) with headquarters at Jafferabad was created. In 1956, following the reorganization of States, the Marathwada region was transferred to Bombay State. Since 1st May 1960, it forms a part of Maharashtra. For administrative purpose, the Aurangabad district was divided in 1981 and anew district Jalna was created.

Jalna district is approximately situated at the center part of Maharashtra state of Republic of India and in northern direction of Marathwada region. Specifically district lies between 19o1’ north to 21o3 North Latitudes and 75o4’ East to 76o4’ East Longitude. It falls in Survey of India toposheet no 46P, 47 N, 55 D and 56 A.

Jalna was formerly a part of Nizam State and after the Marathwada Mukti Sangram, became part of India, as a tahsil of Aurangabad district.

Jalna district erstwhile a part of Aurangabad district was formed on 1st May 1981 by carving out Jalna, Bhokardan, Jafrabad, Ambad tahsils of Aurangabad district and Partur tahsil of Parbhani district.The boundaries of Jalna district are adjacent to Parbhani & Buldhana on east, Aurangabad on west, Jalgaon on north and Beed on south.Jalna district covers an area of 7,612 Sq.Kms, which is 2.47% of the total state area.

The district head quarter is at Jalna & well connected to state capital and national capital by broad gauge railway line. Major towns of the state are also connected by state highways. Jalna district is well known for it’s hybrid seed industries, steel re-rolling mills, bidi industry & agro

3 based industries like dal mill. The district is also known for the highest production of Sweet Lemon(Mosambi) in the state.

The peoples of Jalna district played a important role in the Marathwada MuktiSangram, in which Shri. Janardan Mama Nagapurkar of Jalna laid down his life for motherland.

Jalna district is situated at the center of the state, therefore the Union Ministry of Communication has established satellite monitoring station at Indewadi near Jalna city. This makes it convenient to communicates with the other satellites in space.

According to 2011 census, the total area of the district is 7718 sq. Km., it is 2.51% as compared to area of Maharashtra state. About 1.32% of the total area i.e. 102.0 sq.km is urban area and 98.68% i.e 7616 sq. Km is rural area. For administrative convenience, there are eight talukas Bhokardan, Jafrabad, Jalna, Badnapur, Ambad, Ghansawangi, Partur, Mantha and four subdivisions for eight Tehsil. For each sub-division there is a separate sub-divisional office, Jalna, Ambad, Bhokardan and Partur. There is Zill-Parishad at district level and under its control (8) Panchayat committees are functioning.

As per Census 2011, there are 971 villages in the district, out of which 963 villages and 8 desert villages are located. There are 806 separate Gram Panchayats and 157 Gram Panchayats in the district. The district headquarter is located at Jalna and there are district collector office and district level offices of various departments located at Jalna. In the district Jalna, Ambad Partur and Bhokardan are Municipal Councils. The nagar panchayats Jafrabad, Badnapur, Muntha and Ghansawangi. Jalna Nagarparishad is a ‘A’ category, Ambad, Partur, Bhokardan, these three municipal councils are ‘C’ category. Agricultural Produce Market Committee are functional at Jalna, Ambad, Bhokardan Partur and Mantha.

Citywise historical importance of Jalna district is acknowleged from various references as below

Jalna :

The Jalna city is situated on the banks of Kundalika river,is the premier commercial centre of the Marathvada region. Subsequently, as the desire of a wealthy Muhammedan merchant, who is said to have been a great benefactor of the place, the name was changed to Jalna, from his occupation of Julaha or weaver.

Jalna is a muncipal town and continues to be an impotant handloom and powerloom weaving centre. Among the handloom societies working on co-operative basis, the foremost is the Markandeya Handloom weaving society having nearly 87 looms. Like Aurangabad and Paithan, the town was once known for the manufacture of fine gold and silver thread and silk textiles. There are also cotton ginning and pressing factories.

Jalna was surrounded by a mud and brick wall but it is all in ruins except two gates, knwon as the Murti Darwaza and the Hyderabad gate. Jamshed Khan, the governor during Malik Akbar’s

4 time constructed a fine Masjid and a sarai, also the Moti Talav, a large tank to the west of the town. A system of underground pipes conveyed water to reserviors, in the town. the largest of which is in quadraangle of the sarai. The system is no longer in working order. When the city was at the height of its prosperity it had five tanks. Jalna now derives its water supply mainly from the Jaikwadi Dam and also Ghanevadi tank.

During Akbars time Jalna was held in as jagir by one of his generals, and Abul Fazl has made it his residence for a short period. Nizam -ul- Mulk Asaf Jah also favoured the town as being more healthy than Aurangabad and it was he who ordered Kabil Khan in 1725 to build the fort together with citadel situated to the east of the town and which is today known as Mastgad. The citadel is being used to accommodate the muncipal offices. The fort is quadrangular in shape,with semi circular bastions at the corners.

It is reported that the inner and the outer gates were constructed by Asaf Jah himself in 1711and 1723, respectively. The citadel bears of Persian inscription recording the date when it was constructed. Within the citadel is a large well containing a series of galleries and chambers which are now filled up with rubbish. At the entrance to the well is a defaced inscription in Balbodh. Subsequently a part of Land revenue of Jalna was collected by the Marathas. The place has had frequent changes of masters. For a long time, it was held by one of the Shinde’s dependents, but shortly after the battle of Udgir in 1760, a rival claimant from Pune endeavoured to seize it. A sanguinary conflict took place which resulted into the discomfiture of the Pune sardar. It was taken possession of by Colonel Stevenson’s Troops in 1803 in the famouse battle of Assaye, a village in Jafrabad tahsil on the river of Juah located around 10 K.M east of Bhokardan . After the extinction of the Maratha power, it finally reverted to the Nizams of Hyderabad. In 1855 it was the scene of a conflict between the Rohilas and the Company’s troops. After a stubborn conflict in which about 100 were killed or wounded on both sides, the Rohilas surrendered.

[ The information is taken from the Gazeteer of India, Maharashtra State, Aurangabad District, Page No : 1018,1019,1020]

Jafrabad :

Jafferabad is situated at the confluence of the Khelna and the Purna rivers. It is surrounded by a fortified stone wall, now in a very dilapidated state; but a small stone gadhi inside is in fair order. The place derived its name from its founder Jafar Khan, who held it along with 115 other villages in jagir from Aurangzeb, the Moghal Empeor. There are in all seven mosques and temples in Jafferabad. The principal mosque has a Persian inscription recording its construction under the orders of Aurangzeb by Rizazath Khan in 1076 Hijri (A.D.1664). Within the fortifications there is a large handsome watercistern with an inscription stating that it was built at the command of Shah Jahan by Mustafa Khan, the Turkoman in Hijri 1040 (A.D.1630).

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 1017,1018]

Ghansavangi :

From the broken tanks and numerous dislapidated tombs which surround it, Ghansavangi appears to have been a place of much importance in the olden days. In the north-west is a large open plain where at one time it was contemplated to station the Hyderabad Subsidiary Force. An annual fair is held in honour of Narsimha.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 1015]

Ambad :

Ambad situated between a ridge of hills is the headquarters of the tahsil of the same name. It lies along Jalna-Gevrai road the former place being the principal commercial centre in the Marathvada region.

Matsyodari Temple-

It appears that once Ambad enjoyed great prosperity, the marks of which are still seen in the decayed stonebuildings and ruined walls and gateways. A local tradition ascribes the foundation of the town to a Hindu Raja by name Amba Rishi who being weary of the cares of running the Government went and settled in a cave in a hill to the east of the town. This site is now occupied by a shrine dedicated to goddess Matsyodari, so called because the hill resembles the shape of a fish (matsya). It is believed to be one of the oldest temples in the region. A largely attended annual fair is held at the temple in October.

Khandoba Temple-

The town also contains a temple of Khandoba and a masonry Kund (tank), both of which were constructed by that pious and philanthropic queen, Ahilyabai Holkar, about the end of the eighteenth century. The structure to Khandoba has three temples joined together an arrangement often found in the south, but rarely in the north, and capable of giving a greater variety of effect of light and shade than is observed, in plainer forms. The shrine is surrounded by a stone-wal and has a gallery all round. The entrance is surmounted by a nagarkhana or chamber for temple-musicians. The courtyard has an iron-pillar on either side, besides a figure of a lion standing on four small elephants, with a fifth elephant in its mouth. Some finely sculptured images are seen scattered about inside. The shrine is crowned by three large shikhars in a line, with a small one at either end. They are built of bricks and are variously ornamented. None of these shikhars are alike. The village has also a masonry kund believed to have been built by Ahilyabai Holkar. It has fallen into ruins.

Among the cults prevailing in the region the one espoused by Svami Ramanand, a devotee of Rama, claims a considerable following Svami Ramanand, originally from Gondi village near

Ambad, made Ambad his abode and preached his doctrines. Achhutashram Svami was his chief disciple. The memory of Ramanand Swami is highly revered in and around Ambad.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 933,934]

Badnapur :

Badnapur is situated on the right bank of the Dudhna about ten miles west of Jalna. It is here that a meeting took place between General Wellesley and Colonel Stevenson at which the plan of operations for attacking the Marathas, two days before the battle of Assaye, was drawn up. Amidst a grove of trees, a short distance to the north-east of the village, stands a dargah to Mir Gulam Shah.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 961]

Bhokardan :

Bhokardan is settled along the right bank of the Khelna river, a tributary of the Purna.

In 1852 the Patel of a village named Javla enraged at the deprivation of his appointment collected a force of 300 Arabs and Rohilas and attacked Bhokardan, but was bought off. About seven years later he again attacked the town which was defended by the naib and was bought off a second time. The Rohilas were occasionally troublesome after this. They were finally subdued by a contingent force of 500 men and 2 guns sent from Aurangabad.

Bhokardan is surrounded by a ruined wall. There is an inner citadel which served to house the offices of the tahsildar and other minor officials. The marks of its former prosperity are discernible in the solid masonry walls which have collapsed for the most part, while the bands of earth scattered round the town mark the sites of once beautiful fruit and vegetable gardens.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 962,963]

Drainage

Jalna district is situated in the upper Godavari Basin. The central hill range known as Jalna Hill is an upland, plateau and is drained by Purna river and its tributaries. Southern portion is comparatively low land, flat area terminating at Bank of Godavari River in the South. District slopes towards south and average elevation above sea level is 534 meters.

The district is well drained by river system, which are dendritic type and have matured valleys. There are two main drainage systems viz: (1) Godavari river and (2) the Purna and Dudhna rivers. The river Godavari forms the entire southern boundary of the district in Ambad and Partur talukas. It is one of the most important river of Deccan plateau and whole district of Jalna falls in its great basin. The direct tributaries of the river are Shivbhadra, Yellohadrs, Galhati and Musa riers. All these tributaries rise from the Ajanta and Ellora plateau and flow south and eastwards to join the Godavari river. While most of the smaller streams dry up in summer, the major rivers are perennial. The Purna river rises from near Mehun about 8 km NE of Satmala hills and at a height of about 725 m amsl. It is most major river after Godavari and drains entire area of Jafrabad, Bhokardan and Parts of Jalna district. Its tributaries are the Charna, the Khelna, the Jui, the Dhamna, the Anjan, the Girja, the Jivrakha and the Dudhna. The Dudhna river is the largest tributary of the Purna river which is nearly as long as main river itself. It has the longest course in Jalna district and drains parts of Ambad, Jalna and Partur talukas with its tributaries such as the Baldi, the Kundilikha, the Kalyan, the Lahuki, the Sukna, etc.

Climate

The district has a sub-Tropical climate, in which the bulk of rainfall is received from the southwest monsoon, between June to September. The average annual rainfall of the district ranges between 650 to 750 mm. The district often experiences drought with rainfall recording as low as 400 to 450 mm.

The rainy season is followed by Winter, which last up to February, during which the minimum temperature ranges between 90C to 100C and maximum temperature ranges between 30 0C & 310C. The winter is followed by hot summer, which continues up to June. The maximum day temperature ranges between 42 0C & 43 0C’s during summer.

The district has dry and tropical climate with very hot summer and mild winter with humid SW monsoon season of moderate rainfall. The climate can be divided into three main seasons viz; a) Hot to warm humid monsoon season from June to September. b) Cool dry winter season from October to February and c) Hot dry summer season from March to June.

8 assured rainfall areas are Jalna and Ambad talukas and the area of moderate rainfall of 625 to 700 mm is Bhokardan and Jafrabad talukas. The average annual rainfall in the area is 725.80mm. About 83% of the rainfall occurs during June to September and July is the rainiest month. The air is generally high over the district except during the southwest monsoon when the relative humidity is high. The summer months are the driest when the relative humidity is generally between 20 and 25 percent in the afternoon

Winds are generally light to moderate with increase in speed during the later half of the hot season and in monsoon season. The winds blow predominantly from directions between west and north during the hot season. They are mostly from directions between southwest and northwest during the southwest monsoon season.

Natural Economic Resources

Deccan Traps cover a major part of the District. Trap rocks are very hard and compact and are ark grey in colour. Trap rocks being dense, hard and compact are extensively used as building stones, road metal, railway ballast and as an aggregate in cement concrete. Erosive agents and weathering together have formed good fertile soils near the river beds. Jalna district has some gem stone quarries.

Jalna district is having good Industrial background, specially famous for the Seed and Steel industries. The industrial development at Jalna is widely based on Engineering, Plastic and Agriculture.

Pulses mills, oil mills, refineries, steel re-rolling, plastic, tiles & cement pipe, fertilizers, insecticides, pesticides and the co-operative sugar factories are also playing important part in the industrial development of jalna.

There are also cotton ginning and pressing factories and an agricultural market produce committee handling large quantities of all kinds of agricultural produce, including cotton. In view of the overall industrial backwardness of the region, the state government has initiated a master plan to encourage the establishment of of small and large- scale industrial units. Under this plan Maharashtra Industrial Development Corporation (MIDC) has set up an industrial area in Jalna consisting of …large-scale, …medium scale and ..small scale industries. Jalna industrial area has a large number of steel rolling mills, a unit manufacturing ball bearings, agro based units like dal mills and most significant being large number of seed manufacturing units; Mahyco, Mahindra, Bejo-Shital are some of them. The MIDC has recently announced to setup bio technology park (BT Park) at Jalna with the help of private sector units. This park will give a tremendous boost to the BT sector in the backward area of Marathvada.

The Mahyco, Mahindra, Bejo-Shital are some of the leading well known hybrid seed industries.

NRB bearing Ltd is the leading manufacturer of ball bearings used in automobiles and other heavy industrial purposes.

The Sugar factories in the Jalna district :

1. Jalna Sahkari Sugar Factory, Ramnagar, Jalna. 2. Samarth Sahkari Sugar Factory, Samarthnagar, Ambad. 3. Bageshwari Sahkari Sugar Factory, Partur. 4. Rameshwari Sahkari Sugar Factory, Bhokardan. 5. Sagar Sugar Factory. 6. Samruddhi Sugar Factory, Devi Dahegaon, Tq. Ghansavangi.

Forestry

The total area under the forest is 6800 hectares which is only 0.89% of the total geographical area of the district. The total forest area of Maharashtra State is about 5366 Thousand hectares which is 17.42% of its total geographical area. Jalna district accounts for only 0.12% of the total State forest area which is very negligible. Hence efforts should be made to bring more land under forest area. The forest produce includes timber and fuel wood, grass, gum and tendu leaves. During the year 1998-99 the total revenue earned form forest produce was Rs. 3.34 Lac out of which Rs. 2.73 Lac was from sale of tendu leaves.

Minerals and mining

Minerals of great economic importance are not found in Jalna district. The geology of the region consists of dark coloured colcanic lava flows. It is spread in the form of horizontal sheets or beds. Because of their dominantly basaltic composition and the tendancy to form flat – topped plateau, the lavas are termed plateau basalt. Trap rocks are hard , dense and durable and are suitable for building /construction purposes. Economically important mneral required for ndustrialization not found in the district. Hence district has basalt mining for infrastructural requirements with natural river sand up to some extend. At some places some patches of agate are found but with inferior quality. Jalna district has some gem stone quarries.

Soil and Cropping pattern The Soils of the district are derived from the basaltic lava flows. Thickness of the soil cover is less in northern and western region where ground elevations are higher and consequently soil regur, gravels, murum are transported down to lower regions through gravity, water or winds. Soils in central, southern and eastern regions of the district near the banks of Godavari and Dudhna rivers are thicker. Here soils ranging in depth from 1 to 2 m are black and rich in plant nutrients.

Profile description and analytical data of some typical soils are as follows:

10 a) Light soils occur along hills, rugged regions, plateaux and elevate plains. These soils are brown to grey in colour, less fertile as plant nutrients are less and range in depth from 0-15 cm. They comprise grains of basalt, quartz and clays with calcareous nodules and gravels. b) Medium soils occur along undulating plains, depressions in hilly regions etc. These are dark brown in colour and contain more plant nutrients. The soil ranges in thickness from 15 to 40 cms and comprises clays with some silica and lie over murum at 40 to 100 cm depth. c) Deep soils occur along plains of lower elevation, depressions and along river banks. These are dark black cotton soils, plastic, sticky, rich in plant nutrients and are very fertile. These soils range in thickness from 50 to 200 cm and lie over murum at 2 to 4 meters depth comprising clays, loam, lime etc.

Agriculture

Most of the people of this District are engaged in agricultural activities. According to Census 2011, percentage of the total workers engaged as cultivators is 45.01% and as agricultural labourers is 32.33% (percent) in the District. Together they constitute 71.33 %(percent) of the total workers of the District. District is producing Jowar, Soyabean,Cotton, Pearlmillete,maiz,green gram, peas as most common agricultural crops. The District is divided in four subdivisions and eight tahsils.

There are four Subdivisions and eight talukas listed as

Name of Sub division Taluka 1. Jalna Jalna,Badnapur 2. Partur Partur,Mantha 3. Ambad Ambad,Ghansawangi 4. Bhokardan Bhokardan, Jafrabad

Salient Features of Jalna District :

Details of the Area District & State Jalna & Maharashtra Subdivision & Taluka 04 & 08 Nos. Villages 971villages Area of district 7718 Sq. Km Minerals in district Basalt, River Sand Category ‘B’ LATITUDE LONGITUDE [E] Geographical Co-ordinates [N]

N 19° 01’-N 21° 23’ E 75°04’-E 76° 04’

Accessibility Road Connectivity District is well connected with MSH1,MSH4, SH148,171,173,175,177,178,181,218 Rail Connectivity Railway Station at Jalna (Connecting Parbhani-Mumbai) Airport Aurangabad (Nearest Airport) General Climatic Conditions Wind Pattern during study period West to East Summer : 42 – 45 0C Maximum Temperature Winter : 9 – 12 0C Summer : 42 – 45 0C Minimum Temperature Winter : 9 – 12 0C Average Annual Rainfall (mm) 800 mm Details of the Project Elevation 540m-630 m above sea level Historical / Important Places No archeological /historical place is notified by National Archaeological/Historical/Ancient Archeological Department Government of India within Jalna Monuments within district district. However there are two monuments those are listed below are

protected by State Governemt of Maharashtra. Mahadeva temple and Bhokardan leni. However Archreological site and remains at Bhokardan are now national archeological protect. Names of the national park, sanctuary No sactuaries, tiger reserves, biosphere,ESA/ESZ are notified in the district. Biosphere reserve, Tiger Reserve,

Elephant reserve, Forest (RF/PF/Unclassified)

2.0 Overview of Mining Activity in the district :

Jalna district is rich in minor minerals such as building stone and sand. Mining activity is one of the main revenue source for the district.

District has 22 stone quarry leases (22with valid lease,42 with temporarily suspended,14 with valid letter of intent)till March 2021 covering area 95.09ha. There are no nonworking stone quarries within the district as per information recorded in the district mining office in the month of March 2021. (Source info. District Mining Office Jalna)

There are 68 locations of sand ghats over Purna, Godavari, Dhamna, Dudhna rivers where sand deposition are allowed from replenishment and other safety point of view in the district. (Source info. District Mining Office, Jalna).

Villages marked on the district geological map is as below :

3.0 List of the Mining Leases in the district with Location, area and period of validity :

As per the sand mining and auction policy of Government of Maharashtra, Sand ghats are identified for deposition by respective tahsildars and recommended by Tahsil Level Technical Committee comprising G.S.D.A. and other authorities authorities of the district for mineable depth considering impact of sand scooping on ground water availability and stream. Hon’ble District Collector is a chairman and District Mining Officer who is a Geologist is member secretary of district level technical committee approving sand ghats. District Mining Officer is a project proponent to complete further procedures for auction including pricing and approval of Divisional Commissioner.

Tahsildar at Headquarter is the holder of the sand ghats. After auction of sand ghats for period specified in the auction policy of Govt. of Maharashtra dated 30.09.2019, all rights to comply the terms and conditions for scooping of sand from sand ghats are transferred to Successful Bidder.

List of the Sand Ghats with location, area and period of validity is tabled below.

List of sand ghats proposed for auction :

उ खननासा अ. वाळूघाटाचे नदीचे लांबी ं दी खोली ठी तालुका गट मांक े . नांव नांव (m) (m) (m) उपल ध वाळूसाठा

1 जााबाद जवखेडा ठग केळणा 15,16,50,51,89 410 25 0.60 1.025 2173 देऊळगांव 2 जााबाद उगले- धामणा 160,162,163,174 450 25 0.50 1.125 1988 िनमखेडा 255, 256, 257, 3 जााबाद सांवगी पणु ा 258, 259, 260, 500 30 1.00 1.50 5300 261 262,263,264,265, 252,261,269,268, 4 जााबाद मेरखेडा धामणा 266, 500 30 0.50 1.50 2650 26,28,29,30,31,3 2,267 वालसा 5 भोकरदन पणु ा 132,133,154,155 480 30 0.80 1.44 4071 डावरगांव वालसा 6 भोकरदन पणु ा 50,51,52,54 475 22 0.80 1.045 2954 खालसा वालसा 7 भोकरदन िगरीजा 61,62,63,66,67 475 22 0.50 1.045 1846 खालसा 312,313,314,326, 8 भोकरदन जवखेडा ठबरी पणु ा 587 40 0.50 2.34 4148 327 167,166,165,164, 9 जालना बढाण बु. दधना 700 20 0.50 1.40 2473 ु 162, 161 1,39,14,01,11,11 10 जालना गोलापांगरी दधना 600 20 0.40 1.20 1696 ु 2

कंु डली 474,39,272,271,2 11 जालना पाचनवडगांव 1400 20 0.50 2.80 4947 का 70,269,258 39,40,41,42,43,4 12 जालना कौठा दधना 1000 22 0.80 2.20 6219 ु 4,45,48 53,52,47,45,44,4 13 जालना घेटुळी दधना 520 27.50 0.80 1.43 4042 ु 1,39 कंु डली 14 जालना कारला गायरान (06), 86,87 900 25 0.40 2.25 3180 का िकला- 40, 41,42,43,47,48,5 0,51 टाकलखोपा- िकला- 15 मंठा पणू ा 40,41,42,43,44,4 650 50 1.00 3.25 11484 टाकळखोपा 6,47,50,51,52,53, 54,55,56,57,58, 91,92,93,94,95,9 6,97,102 िकला- 151, 152 16 मंठा िकला-वाघाळा पणू ा वाघाळा- 500 60 1.00 3.00 10601 85,106,136,137 वाघाळा- 218,211,210,209, 208,180,179,178 भवू न- 17 मंठा वाघाळा- भवू न पणू ा 500 50 1.00 2.50 8834 2,03,04,05,06,07, 08,09,10,11,12,1 3,14, 15,16,17,18,19 कानडी- 255, 256, 257, 258, 261, 18 मठं ा कानडी-उसवद् पणू ा 263,264 400 50 1.00 2.00 7067 उसवद-् 329, 330,353,355,356,

373

19 घनसावंगी भादली गोदावरी 29 425 45 1.00 1.91 6578 20 घनसावंगी गंुज बु. गोदावरी 361, 362 510 50 1.00 2.55 9010 21 अंबड आलमगांव दधु ना 166, 167 550 25 0.80 1.38 3887 22 अंबड साडेसावंगी दधु ना 02,03 575 25 0.60 1.44 3048 23 परतरू डो हारा- दधु ना डो हारा- 700 70 0.80 4.90 13851 बाबुलतारा 54,55,59,60,61,7 2,73,74,75 बाबलु तारा 349,351,352,32,3 3,34,35,36,37, 38,39,40 339,338,337,336, 24 परतरू गोळेगांव गोदावरी 500 60 1.00 3.00 10600 335 एकु ण 132647

Location of Sand Ghats along the Rivers in the district are marked as :

4.0 Detail of Royalty/Revenue received in last four years from Sand Scooping activity:

Financial Year Revenue in Rs. Lakhs 2020-2021 230363153 2019-2020 Nil 2018-2019 141164931 2017-2018 127662161 2016-2017 81471513 2015-2016 47657029

5.0 Details of Production of Sand or Bajri or minor mineral in last four Years

Financial Year Scooping of River Scooping of River Scooping of River Bed Sand in Brass Bed Sand in Cum. Bed Sand in Tonnes 2020-2021 96140 272076 761813 2019-2020 Nil Nil Nil 2018-2019 72867 206213 577398 2017-2018 76089 215331 602929 2016-2017 113341 320755 898114 2015-2016 58495 165540 468480

6.0 Process of Deposition of Sediments in the rivers of the District :

Sand is replenishable. Due to sparse rainfall over the last few years the river flows to an average height but flows to its maximum height only during and just after monsoon season. Mining of Building Grade sand from the river bed will not have any impact on the ground water body in the area. During heavy rains the floodwaters overflow the bank and inundate the fields and dry regions. The floods have its own ways of depositing sand not only at the bank but also on the dry surface region. Added to the deposition of sand on the river basin by stratification through lateral deposition of sands on the land surface is by Differential Lateral Deposition (DLD). The later grade is coarse, medium and fine sand to mud and soil beyond. In this soil, agricultural operation goes on from the bank to the cultivated land surface. The yearly deposition of sand is by natural filling during flood season with slight variation depending upon the amount of river flow, the quantity of water flowing and the amount of sand load carried during the river flow. The deposition pattern will be monitored every year & measurements will be carried out as soon as the monsoon comes to an end. Deposition rate for the year 2020-21 is monitored, calculated and mapped with the help of technical consultant. Data for gauging of stream is mapped and enclosed below. Data for Siltation is mapped and enclosed ..

Based on siltation rate and survey every year sand ghats are proposed for scooping of sand and auctioned as per the State Government Policy empowered under rule 15 of Mines and Minerals (Development and Regulation) Act 1957 and amendments thereof.

Sediment refers to the conglomerate of materials, organic and inorganic, that can be carried away by water, wind or ice. While the term is often used to indicate soil-based, mineral matter (e.g. clay, silt and sand), decomposing organic substances and inorganic biogenic material are also considered sediment . Most mineral sediment comes from erosion and weathering, while organic sediment is typically detritus and decomposing material such as algae.

Sediment particles come in different sizes and can be inorganic or organic in origin.

These particulates are typically small, with clay defined as particles less than 0.00195 mm in diameter, and coarse sand reaching up only to 1.5 mm in diameter. However, during a flood or other high flow event, even large rocks can be classified as sediment as they are carried downstream . Sediment is a naturally occurring element in many bodies of water, though it can be influenced by anthropogenic factors .

In an aquatic environment, sediment can either be suspended (floating in the water column) or bedded (settled on the bottom of a body of water)

In other words water flow tries to scour its surface whenever it flows in the channel. Silt or gravels enen larger boulders are detached from its bed or banks. The moving water sweeps these detached particles in downstream along its flow. Silting and scouring is not very uncommon and must be avoided by proper designs. It reduces supply level of water. The channel section gets reduced by silt and reduces discharging capacity. Sediments seriously threatens various projects due to silt carried out by rivers up to point of interceptions. Sediment is also threatening denudation of forests. Sediment is a major obstruction on the flow line . It shorten longevity of channel. It causes soil erosion. Therefore data base must be needed for policy making and planning. Sediments are calculated as sediment load. There are three types of sediments

Coarse Sediments Particle size above 0.2mm Water sample passing through 100/72 mesh sieve (BSS). Residue over sieve is washed, dried and weighed It gives coarse sediments in gm/lit Medium Sediments Particle size ranging 0.075mm-0.2mm After removal of coarse sediments residual water passed through 200mesh sieve (BSS), we get medium sements

Fine Sediments Particle size less than 0.075mm Filtrate and washing residue allowed to settle for 12hrs. About 5-10 % alum solution is added to hasten coagulation of colloidal silt Using Whatman Paper no02 filter paper, residue is filtered, dried and weighed. We will get fine sediments in gm/lit Co relation between Siltation & Sediment Load

Siltation is deposition by fine particulate terrestrial clastic material, with a particle size dominated by silt or clay. It refers both to the increased concentration of suspended sediments, and to the increased accumulation (temporary or permanent) of fine sediments on bottoms where they are undesirable. Siltation is most often caused by soil erosion or sediment spill.

Sometimes siltation is called sediment pollution. The total Sediment load includes all particles moving as bedload, suspended load, and wash load

Bedload

Bedload is the portion of sediment transport that rolls, slides or bounces along the bottom of a waterway. This sediment is not truly suspended, as it sustains intermittent contact with the streambed, and the movement is neither uniform nor continuous . Bedload 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. Bedload transport can occur during low flows (smaller particles) or at high flows (for larger particles). Approximately 5-20% of total sediment transport is bedload . In situations where the flow rate is strong enough, some of the smaller bedload particles can be pushed up into the water column and become suspended.

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.

Wash Load

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 11. 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.

River Dynamics (Physical) Manjara, tarwaja, tiru, lendi Rivers are in the matured stage of development running in wide serpentine course. The river meanders with convex & concave shape. The river in its course impinges on convex side. The concave side abounds with sand grain. The mining operation is most profitable on the concave side.

There is yearly deposition of sand as the amount of sand excavated gets redeposit in the pits by natural filing during flood season with slight variation depending upon the amount of river flow, the quantity of water flowing and the amount of sand load carried during the river flow. The deposition pattern will be monitored every year & measurements will be carried out as soon as the monsoon comes to an end and fresh excavation will be carried.

Stream Flow Guage Map for rivers in Jalna district :

*cum/min

Siltation Map for rivers in Jalna district :

7. General Profile of the district :

The town Jalna, the headquarters of this district traceable as far back as the time of Lord Rama, the hero of Ramayana, whose consort Sita is supposed to have resided here. The local people still point out the place where Rama’s palace stood. It was then known as Janakpur. Subsequently at the desire of a wealthy Mohammedan merchant, who is said to have been a great benefactor of the place, the name was changed to Jalna from his occupation of Jalaha or weaver. Archaeological excavations made in the neighbouring district suggest that this region was occupied in the early stone age. The earliest period known from excavations is the Chalcolithic or early bronze age. According to the literary tradition when the Aryans penetrated to the Deccan, the whole region was covered by thick jungle. Agastya was the first Aryan who crossed the Vindhyas and fixed his residence on the bank of the Godavari. From the Ramayana, we learn that Lord Rama accompanied by his brother Lakshman and wife Sita met Agastya near the Godavari. It is said that Buddhism was first introduced in Maharashtra in the reign of Ashoka. This led to the excavation of caves in the different parts of Maharashtra. After the death of Ashoka, the Satavahanas rose to power in the Deccan and they made Prastishthana (Modern Paithan) as their capital. They received support from local rulers called Maharathis. Their Kingdom extended up to Pune, Nashik, Ahmadnagar, Aurangabad and Jalna districts. During the period of Satavahanas, the Jalna district must have attained a high level of prosperity. In the sixth century, the Chalukyas took over this region. Badami (Bijapur district) was their capital. Their kingdom extended up to the Narmada in the north. The Chinese pilgrim Hiuen Tsang calls about King Pulakeshi from Chalukya dynasty as the Lord of Maharashtra. From the early thirteenth century onwards, Muslim rulers started invading this region. They conquered many small forts. The prominent being the Devgiri fort. Jalna was held in ‘Jagir’ by one of the generals of Akbar, Abul Fazl who had made it his residence for a short period. It was under Marathas after 1728, till extinction of the Maratha power and subsequently reverted to the Nizams of Hyderabad. The Nizams ruled this region till 1948. After Independence, the Hyderabad state acceded to the Indian union after a brief but brilliant police action that put an end to the Nizams rule consequent upon the integration of Jagirs and Sarf-e-Khas, all the taluka boundaries were reconstituted in April 1950 and a new mahal (Tahsil) with headquarters at Jafferabad was created. In 1956, following the reorganization of States, the Marathwada region was transferred to Bombay State. Since 1st May 1960, it forms a part of Maharashtra. For administrative purpose, the Aurangabad district was divided in 1981 and anew district Jalna was created.

Jalna was formerly a part of Nizam State and after the Marathwada Mukti Sangram, became part of India, as a tahsil of Aurangabad district.

The peoples of Jalna district played a important role in the Marathwada MuktiSangram, in which Shri. Janardan Mama Nagapurkar of Jalna laid down his life for motherland.

Citywise historical importance of Jalna district is acknowleged from various references as below

Jalna :

Jalna was surrounded by a mud and brick wall but it is all in ruins except two gates, knwon as the Murti Darwaza and the Hyderabad gate. Jamshed Khan, the governor during Malik Akbar’s time constructed a fine Masjid and a sarai, also the Moti Talav, a large tank to the west of the town. A system of underground pipes conveyed water to reserviors, in the town. the largest of which is in quadraangle of the sarai. The system is no longer in working order. When the city was at the height of its prosperity it had five tanks. Jalna now derives its water supply mainly from the Jaikwadi Dam and also Ghanevadi tank.

[ The information is taken from the Gazeteer of India, Maharashtra State, Aurangabad District, Page No : 1018,1019,1020]

Jafrabad :

31 villages in jagir from Aurangzeb, the Moghal Empeor. There are in all seven mosques and temples in Jafferabad. The principal mosque has a Persian inscription recording its construction under the orders of Aurangzeb by Rizazath Khan in 1076 Hijri (A.D.1664). Within the fortifications there is a large handsome watercistern with an inscription stating that it was built at the command of Shah Jahan by Mustafa Khan, the Turkoman in Hijri 1040 (A.D.1630).

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 1017,1018]

Ghansavangi :

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 1015]

Ambad :

Matsyodari Temple-

Khandoba Temple-

32 of a lion standing on four small elephants, with a fifth elephant in its mouth. Some finely sculptured images are seen scattered about inside. The shrine is crowned by three large shikhars in a line, with a small one at either end. They are built of bricks and are variously ornamented. None of these shikhars are alike. The village has also a masonry kund believed to have been built by Ahilyabai Holkar. It has fallen into ruins.

Among the cults prevailing in the region the one espoused by Svami Ramanand, a devotee of Rama, claims a considerable following Svami Ramanand, originally from Gondi village near Ambad, made Ambad his abode and preached his doctrines. Achhutashram Svami was his chief disciple. The memory of Ramanand Swami is highly revered in and around Ambad.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 933,934]

Badnapur :

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 961]

Bhokardan :

Bhokardan is settled along the right bank of the Khelna river, a tributary of the Purna.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 962,963]

Physiography is one of the parameter of physical environment and its impact on patterns and density of agriculture is immense. The study of the influence of environment upon the nature and distribution of crops and livestock is of prime importance in agricultural geography nature with its physical characteristics provides a host of possibilities for agriculture and agro- based industries of different areas. The district may be broadly divided into the following physiographic regions , 1) River Basin 2)The northern piedmont slopes 3) The Ajanta plateau

Jalna district has moderately to gently sloping undulated topography. The Northern part of the district is occupied by Ajanta and satmala hill ranges.

The 95 % area of the district falls in the Godavari basin. The river Godavari flows along the Southern boundary from West to East direction. The rivers Dudhana, Gulati, Purna are the principal tributaries of river Godavari, which flow through the district.

The major part of the district falls in the Purna sub basin. The river Purna flows from the central part of the district and meets river Godavari in the neighboring district. The river Khelna, and Girja are other important tributaries of river Purna which flow through the district.

The southern part of the district falls in Godavari sub basin A very small part of the district located North East of the district falls in the Tapi basinThe general slope of the area is towards Southeast.

The average altitude above mean sea level is 534 Mtrs. (A.M.S.L.).

River Basin Godavari river is main river in Jalna District. Godavari river is flowing in the southern part of district. This river comprises the relatively low-lying area to the west and south of the Ajantha plateau. The river Godavari and its tributaries have formed this basin.Thus river basin is found in southern part of Ambad and Parturtahsil. River Dudhna and its tributaries have formed river basin in Jalna and Partu tahsils while river Purna and its tributaries have formed river basin in Bhokardan, Mantha and Jafrabad tahsil. There are about nineteen rivers flowing through the district. There are three major rivers flowing across the diastrict. River Purna is flowing across the northern part of the district covering Bhokardan and Jafrabad district. It has seven major tributaries like Jui, Yamini,Dhamana,Khelana flowing as left bank tributaries and Banganga,Girja & Jivrekha as right bank tributaries. It covers a length of 88 Km across the district. River Dudhna flows across middle of the district covering Badnapur, Jalna,Partur and Mantha tahsils. This river has four triburaties like Kundalika,Lahuki,Sukhna & Kalyan rivers. It flows about 119 Km across the Jalna district. Dudhna has two irrigation projects constructed over namely Urdhva Dudhna & Nimna Dudhna Project.

Third major river is Godavari itself flowing along southern boundary of Jalna district. It has Galhati,Anandi & Bhadra rivers confluencing as tributaries. It flows about 98 Km along southern boundary of the district.

There are four Subdivisions and eight talukas in Jalna District.

Name of Sub division Taluka 1. Jalna Jalna,Badnapur 2. Partur Partur,Mantha 3. Ambad Ambad,Ghansawangi 4. Bhokardan Bhokardan, Jafrabad

Location Map of District :

8.0 Land Utilization Pattern in the District : Forest, Agriculture, Horticulture, Mining etc: Land Use Map for Jalna district is as below:

S.N. DESCRIPTION Area (000Ha.) 1 Cultivable area 772.6 2 Forest area 4.9 3 Land under agricultureal use 20.8 4 Permanent pastures 24.8 5 Cultivable waste land 15.9 Land under miscellaneous tree 6 crops and groves 10.8 7 Barren and uncultivable land 7.3 8 Current fallows 98.7 9 Other fallows 18.1

Irrigation Details

Irrigation Area (‘000ha) Net Irrigated area 116.48 Gross irrigated area 124.03 Rainfed area 412.52 Agriculture Crops: Major field crops Area in (‘000ha) by Major field crops Irrigation cultivated (Kharif) Rainfed cultivated (Rabi) Cotton 209.5 Cotton -- pearmillete 69.7 pearmillete -- Maize 58.9 Maize -- Pigeon Pea 51.6 Pigeon Pea Green Gram 44 Green Gram Rabi Jowar Rabi Jowar 159.3 Wheat Wheat 23.2 Safflower Safflower 22.6 Gram Gram 15.7 Sunflower Sunflower 14.3 Groundnut Groundnut 1.9

# Source Agriculture Plan Jalna(ICAR-CRIDA)

Horticulture :

Horticulture Crops (Fruits) Area in (‘000ha) Sweet Orange 18.80 Banana 0.49 Mango 0.40 Grape 0.15 Guava 0.14 Total 38.15

Horticulture Crops (Vegetables) Area in (‘000ha) Tomato 0.2 Brinjal 0.2 Okra(Bhendi) 0.2 Onion 0.8 Carrot 0.3 Total 2.5

# Source Agriculture Plan Jalna (ICAR-CRIDA)

Mining :

Area under Mining Area in ha River Bed Scooping 107.04 ha Stone Mining 95.09 ha

# Source District Mining Office Jalna

9.0 Physiography of the District :

Jalna district has moderately to gently sloping undulated topography. The Northern part of the district is occupied by Ajanta and satmala hill ranges.

The average altitude above mean sea level is 534 Mtrs. (A.M.S.L.).

41 about 119 Km across the Jalna district. Dudhna has two irrigation projects constructed over namely Urdhva Dudhna & Nimna Dudhna Project. Third major river is Godavari itself flowing along southern boundary of Jalna district. It has Galhati,Anandi & Bhadra rivers confluencing as tributaries. It flows about 98 Km along southern boundary of the district.

River Inventory of the district :

Basin Map for Jalna district is drawn as:

Confluence Points for the rivers in the district :

Purna River flowing through district:

Dudhna River flowing through district:

Godavari River flowing through district:

River streams flowing through district: (Godavari River)

Dudhna River :

Purna and Girja River :

High Flood Level Map for Jalna District :

As per directive received by State Environmental Appraisal Committee, a detailed L- Section and Cross Sections at specified locations are drawn over the river running length passing through Jalna district for Purna, Godavari & Dudhna . Length of all above four rivers passing through the district is as below Sr. River Length in Details on Origin of River No. Name Km Origin of River Altitude (m) 1 Khelna 48 Km Chinchpur Near Sillod 601m From Khelna Lake 2 Jui 20 Km Near Danapur 638m 3 Dhamana 15 Km Near Dahigaon 581m 4 Purna 88 Km Rises in the eastern 625m Satpura Range of southern Madhya Pradesh 5 Girja 22 Km Rewoolgaon Near 657m Chalisgaon 6 Lahuki 18 Km Originates near 557m Karajgaon 7 Kundlika 45 Km Originates near 527m Ghanewadi 8 Dudhna 119 Km River originates in the 838m Ajanta Hill range within the Gautala Wildlife Sanctuary at an elevation of 838m 9 Kalyani 28 Km River originates near 493m Pirkalyan 10 Godavari 98 Km Godavari River originate 1067m from Trimbak hills in Nashik 11 Jivrekha 12km From Devle Gavhan 564m Lake

L & C – Sections for Godavari River passing through Jalna district :

# Refer hard copy for visibility of drawings

L & C – Sections for Purna River passing through Jalna district :

# Refer hard copy for visibility of drawings

L & C – Sections for Dudhna River passing through Jalna district :

# Refer hard copy for visibility of drawings

L & C – Sections for Girja River passing through Jalna district :

# Refer hard copy for visibility of drawings

10.0 Rain Fall Data for Jalna district: Average rainfall for Jalna district is 800mm per year. Rainfall data recorded for last two years is tabulated below : Rainfall Data (mm)Jalna District Sr.No Month Year 2020 1 January 58 2 February 29 3 March 30 4 April 25 5 May 40 6 June 205 7 July 256 8 August 280 9 September 210 10 October 120 11 November 45 12 December 10 11.00 Geology and Mineral Wealth:

Upper Ratangarh Formation occupies fairly large areas of the district. It comprises a single compound pahoehoe flow exposed along Godavari river. The flow is in general medium grained sparsely porphydritic and includes three units with the pipe vesicles at the base. The top of this formation is marked giant megaphenocryst basalt flow (M3). Ajanta Formation comprises 7 to 16 basaltic flows of alternating “aa” and compound pahoehoe nature. The flows are nonporphyritic to sparsely porphyritic. The compound pahoehoe flow comprises few to several units and exhibits and typical characters like pipe amygdules, ropy structures squeeze-ups etc. The Chikhli Formation comprises 5 “aa” and one compound pahoehoe flow. The flows form the top parts of the isolated hills. The flows are dark grey, massive and sparsely to non porphyritic. The Buldana Formation includes 3 each of “aa” and pahoehoe flows. The massive parts of the flows are dense, dark grey and moderately porphyritic. A few dykes intrude the flow. The length of these dykes varies form a few hundred meters to tens of kilometers. The dykes are seen between Jalna and Bhokardun trending ENE-WSW and vary in thickness from a few centimeters to 40 meters. The dyke rock is massive fine grained aphyric to sparsely porphyritic. It is of basalt or doleritic composition. The basalt flows in general depict a general gradient of 1 in 130 to 1 in 650 due east and southeast. Vertical to sub- vertical joins having N-S, NE-SW and NW-SE trends are common. Columnar joints are also seen in the massive part of the flow. Minor faults are seen trending ENE-WSW south of Kalna town. Many linements present in the southeastern part of the district trend in NW-SE direction. Massive Deccan Trap basalt forms source for building material and is quarried at various places throughout the district. Apart from this, there are no mineral occurrences in the district.

The entire district is occupied by basaltic lava flows of the Deccan traps of Upper Cretaceous to Eocene age. The Deccan trap is overlain by alluvial deposits along the major river. The alluvium formation is very fertile land.  The geological sequence of the area is given below. Lithology Stratigraphic Status Age Nature and Characteristics

58 and Compound Formation to medium pahoehoe type grained,aphyritic to moderately prophyritic Megacryst FLow Upper Highly porphyritic with Ratangarh large sized phenocryst of Formation plagioclase felspar Compound pahoehoe Dark Grey,Massive, fine fow to medium grained and pron to wheathering

Alluvium  The alluvial deposits in the district are overlying on the Deccan traps and occur along the major river flowing through the district viz. Godavari and Purna. The alluvium consists of clay, silt and sand. The thickness of alluvium ranges between 15 and 20 Mts. The extent of alluvium across the river is very limited and ranges between 0.25 to 0.5 Kms. Deccan Traps . The major part of the district is covered by the Deccan Trap lava flows. There are a number of flows in the district; The individual flow generally consists of two units. The upper unit of vesicular and amygdaloidal zeolitic basalt and the lower unit, consisting of massive basalt with joints and fractures. The two flows are often separated by thick clay deposit called as red bole. The thickness of individual flow ranges between 15-20 Lineaments and Fractures. With the use of satellite imagery number of lineaments have been identified. In this district lineaments are oriented in NW-SE, NE-SE direction. In this district lineaments being the weaker zone can act as potential zone for groundwater developments.

Jalna district is rich in minor minerals such as building stone and sand. Mining activity is one of the main revenue source for the district.

Mineral Mineable Reserves in Million Tonnes Stone 4.03 (Approx.) Sand 2.28 (Approx.)

Geological Map For Jalna District :

# Source Geological Survey of India

District wise details of river or stream and other sand sources:

District is merged between Godavari-Dudhna-Purna river sub basins. Both of the basins are part of Godavari Basin. Northern part of district is a part of Purna river watershed whereas Southern part of district forms a part of Godavari-Dudhna river watershed and Dudhna sub basin. District river inventory is sketched below :

There are eighteen major rivers draining across the district viz. Purna,Dudhna,Godavari, Girja,Dhamana,Bhadra etc rivers. Godavari river has tributaries like Galhati,Anandi & Bhadra rivers.

Dudhna River : Dudhna is the largest river of this region. It flows across the centre of the district. It has tributaries like Kindalika,Lahuki,Sukhana, Kalyan rivers.

Purna River : It is the major river flowing along northern part of the district. It has left bank tributaries like Jui, Yamini,Dhamana & Khelana rivers whereas Banganga, Goraja & Jivrekha as right bank tributaries.

Kasturi is a stand alone river flowing across the district

District has few leases of stone producing mechanical sand by crushing and meeting as per IS standards for building grade sand. But demand is for river bed sand and hence scooping of sand is a major activity to cater sand requirement to infrastructural development. However district authority is promoting to use mechanical sand to balance between river bed sand scooping. District wise availability of sand and gravel or aggregate resources:

District has 68 Sand scooping sand ghats catering 288572 brass of sand. District has 42 stone quarries catering 128150 brass stone aggregates of different sizes like 6mm,20mm,40mm, 60mm and mechanical sand.

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 auction for period of maximum one year excluding monsoon period of 10 June till 30 September. There are 68 about sand ghats identified by administration for scooping of sand.

No. of Leases of aggregates Total Area in ha Mineable Reserves Available in Million MT 78 95.09 ha 4.03 (approx.) Drainage System with description of main rivers: S.No. Name of River Area drained in Sq. Km. % Area drained in the District 1 Purna River and its 1685 22.00 % tributaries 2 Dudhna River and its 2130 27.81 % tributaries 3 Godavari River and its 3843 50.19 % tributaries

# All three rivers includes their tributaries

Salient Features of important rivers and streams:

Sr. River Length in Details on Origin of River No. Name Km Origin of River Altitude (m) 1 Khelna 48 Km Chinchpur Near 601m Sillod From Khelna Lake 2 Jui 20 Km Near Danapur 638m 3 Dhamana 15 Km Near Dahigaon 581m 4 Purna 88 Km Rises in the eastern 625m Satpura Range of southern Madhya Pradesh 5 Girja 22 Km Rewoolgaon Near 657m Chalisgaon 6 Lahuki 18 Km Originates near 557m Karajgaon 7 Kundlika 45 Km Originates near 527m Ghanewadi 8 Dudhna 119 Km River originates in 838m the Ajanta Hill range within the Gautala Wildlife Sanctuary at an elevation of 838m 9 Kalyani 28 Km River originates 493m near Pirkalyan 10 Godavari 98 Km Godavari River 1067m originate from Trimbak hills in Nashik 11 Jivrekha 12km From Devle Gavhan 564m Lake

List of Sand Ghats:

Mineral Potential :

Boulder (MT) Bajari (MT) Sand(MT) Total Mineable Mineral Potential 4.03MT 2.28 MT 6.31 MT

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 Manjara, Tarvaja,Terana, Gharani,Tiru,Manar rivers and plotted on district map as :

#cum/min

Sand Ghats for last 3 years Approx River / Sand Taluka Name of Sand Ghat Nearest Gut No Deatails of Sand Scooping Stream Qty. 2018-19 Approved L (M) B(M) Depth (m) Jafrabad Pimpalkhuta Dhamna 88,93,94 300 10 0.5 530 Jafrabad Jafrabad Purana 14,01,34,135 300 60 0.5 3180 Partur Babultata Dudhna 40 to 46 123 19 0.5 413 Mantha limbkheda Purana 10 to 17 400 30 0.8 3392 Mantha Devthana Uswad-2 Purana 121 to 115, 114 to 112 350 30 1.00 3710 Mantha Bhuwan-1 Purana 1 340 65 1.00 7809 Mantha Wahala Purana 73,74,75,76 310 25 1.00 2739 Mantha Wazar Sarkate-1 Purana 2,07,21,02,13,214 600 35 1.00 7420 Mantha Kirla Purana 32,33,35,36,37,38 380 40 1.00 5371 Mantha Pokhari Kenhale Purana 1,42,14,31,44,145 450 45 1.00 7155

281 to 284, 262,261,256,254 Mantha Takalkhopa-2 Purana 640 40 1.00 9046 ,250,249,247,246,245,244,243

Mantha Devthana Uswad-1 Purana 16,21,53,152 660 40 0.50 4664 Bhokardan Sirsgaon Waghrul Girija 304,306, 285 to 287 220 20 0.5 777 Bhokardan Khadki Giraija 05,08,09,10, 128 370 15 0.3 588 Bhokardan Walsa Khalsa Giraija 61,62,63 300 20 0.5 1060 Ambad Apegaon Godawari 03 t 07, 09,112 to 115 219 25 0.5 967 Ambad Kothala Krud Godawari 90,89,88,84,83,82 580 30 0.5 3074 Ghansawangi Mangrul Godawari 8,13 500 80 0.5 7067 Bhokardan Hasnabad Girija 322 150 25 0.5 663 Bhokardan Gavhan sangmeshwar- Purna 2,29,230 420 0.7 0.5 519

2 Bhokardan Latifhpur Girija 6/1,6/2 150 30 0.5 795 Bhokardan Jainpur kothara Purna 18,19,20,23 135 30 0.5 716 Bhokardan Javkheda tho.-1 Purna 31,23,13,31,43,26,327 585 0.7 0.5 723 Bhokardan Walsa Dawargaon Purna 13,11,32,135 420 22 0.5 1633 Jafrabad Kumbharzari Purna 80 400 10 0.5 707 Jafrabad Pimpalkuta Dhamna 86 400 10 0.5 707 Jafrabad Sawangi Purna 23,24,25,26,27 730 15 0.5 1935 Jafrabad Gorakhedi Gayakie Purna 18,19,20,21 150 10 0.5 265 Jafrabad Numkheda Bu. Purna 92,89,88,87,66 400 25 0.5 1767 Partur Dolhara Dudhna 47,04,69,64,64,63,650 227 30 0.5 1203

299,300,302,303,304,305,306,311,312, Partur Babultara Dudhna 373 42 0.5 2768 315,337,336,330

Badnapur Nanegaon Sukhna 28,26,21,20,19,18,17 1660 15 0.5 4399 Mantha Saskheda Purna 2,4,6,7 750 30 0.5 3975

62,63,66,67,69,126,127,143, Mantha Wazar sarkate Purna 1230 40 0.5 8693 147,148,149,153

118,119,1 Mantha Incha Purna 550 30 0.5 2915 20,123,124,129 Mantha Dudha Purna 154,155,1,2,4 700 35 0.5 4329 37,40 to 44, 51 to 58, 91 to 93, 95 to Mantha Takalkhopa-4 Purna 760 30 0.5 4028 97, 102 Mantha Kirla Purna 40,41,42,43,47,48,50 780 30 0.5 4134 Ambad Gori Godawari 2,8,9,16,17,110,111,112,113 500 25 0.5 2208 Gunja-1 Ghansawangi 24 to 29, 33 to 35, 54 to 57 200 100 0.20 1413 Majalgaon - Hivra-1 Godawari Majalgaon 329,330,403,401,400 650 75 1.00 17226

399,396,395,390,389, Ghansawagi Gunj Godawari 645 75 1.00 17094 388,387,386,385,384,374,373

Ambad Zodegaon Galhati 20,22 to 25,28 to 30 1300 20 0.5 4593 119 to 123,129,130, Ambad Gangachikcholi Godawari 1100 35 0.5 6802 134,16 to 22 Ambad Sadeswangi Dudhna 1,2,3 787 8 0.5 1112 Ambad Kothala ku Godawari 80 to 84 300 36 1.00 3816 Ambad Katkheda Glhati 2 200 15 0.50 530 Bhokardan Kothara Jainpur Purna 2,57,268 210 30 0.5 1113 Bhokardan Javkheda Thombre-2 Purna 32,33,48,49 700 30 0.5 3710 232,233,32,37,34,38, Bhokardan Gavhan sangmeshwar Purna 600 30 0.5 3180 39,40,41 Bhokardan Nimgaon Purna 1,05,106 20 15 0.5 53 Bhokardan Walsa Khalsa Purna 24,62,58,22,02,21,225 500 22 0.5 1943 Partur Ekrukha Dudhna 54,55 520 40 1.00 7349

302,304,305,306,309,310, Partur Golegaon-1 Godawari 800 60 0.50 8480 330,331,332,333

189 to 193, 195,196,200 to 202, Mantha Takalkhopa-3 Purna 1000 30 1.00 10600 204,235 to 238, 242

23,25,36,37,39,40,41,47, Mantha Kanadi-1 Purna 700 50 0.5 6183 50,51,53,54,56 255,256,257,253,261, Mantha Kanadi-2 Purna 900 30 0.5 4770 263,264,266 Mantha Uswad-2 Purna 38,93,91,40,14,02,403 600 40 1.00 8480 Mantha Kirla Purna 1,52,15,31,54,156 1200 27 1.00 11448

244 to 246,247,249,250,254,256, Mantha Takalkhopa-2 Purna 900 50 1.00 15901 261,262,281 to 284

Mantha Dudha-2 Purna 3 to 12,14 to 16 700 45 1.00 11131 37 to 44, 46,47,49 to 58, 91 to 97, 101, Mantha Takalkhopa Purna 860 20 1.00 6078 102 Mantha Uswad Purna 325 to 330, 353, 355 900 45 1.00 14311 Mantha Waghala Purna 76,80 300 45 1.00 4770 Partur Changatpuri-2 Godawari 3,22,24,26 463.8 79 0.5 6472 Partur Golegaon-2 Godawari 2,15,18,20,21,23,24,25,31,32 490 70 0.5 6060 Bhokardan Walsa Dawargaon Purna 116,132,133,131,114, 115 250 25 0.5 1104 Bhokardan Kedarkheda Purna 40,17,15 450 30 0.5 2385 Bhokardan Pimpalgaon su Purna 43,39, 38,37, 46,47 200 30 0.5 1060

Year :2017-18 River / Approx Taluka Name of Sand Ghat Nearest Gut No Deatails of Sand Scooping Stream Sand Qty. Approved L (M) B(M) 2017-18 Depth (m) Bhokardan Hasnabad Girija 322 150 25 0.5 663 Gavhan Bhokardan Purna 2,29,230 420 0.7 0.5 519 sangmeshwar-2 Bhokardan Latifhpur Girija 6/1,6/2 150 30 0.5 795 Bhokardan Jainpur kothara Purna 18,19,20,23 135 30 0.5 716 Bhokardan Javkheda tho.-1 Purna 31,23,13,31,43,26,327 585 0.7 0.5 723 Bhokardan Walsa Dawargaon Purna 13,11,32,135 420 22 0.5 1633 Jafrabad Kumbharzari Purna 80 400 10 0.5 707 Jafrabad Pimpalkuta Dhamna 86 400 10 0.5 707

Jafrabad Sawangi Purna 23,24,25,26,27 730 15 0.5 1935 Jafrabad Gorakhedi Gayakie Purna 18,19,20,21 150 10 0.5 265 Jafrabad Numkheda Bu. Purna 92,89,88,87,66 400 25 0.5 1767 Partur Dolhara Dudhna 47,04,69,64,64,63,650 227 30 0.5 1203

299,300,302,303,304,305,306,311,312, Partur Babultara Dudhna 373 42 0.5 2768 315,337,336,330

Badnapur Nanegaon Sukhna 28,26,21,20,19,18,17 1660 15 0.5 4399 Mantha Saskheda Purna 2,4,6,7 750 30 0.5 3975 62,63,66,67,69,126,127,143, Mantha Wazar sarkate Purna 1230 40 0.5 8693 147,148,149,153 118,119,1 Mantha Incha Purna 550 30 0.5 2915 20,123,124,129 Mantha Dudha Purna 154,155,1,2,4 700 35 0.5 4329 37,40 to 44, 51 to 58, 91 to 93, 95 to Mantha Takalkhopa-4 Purna 760 30 0.5 4028 97, 102 Mantha Kirla Purna 40,41,42,43,47,48,50 780 30 0.5 4134 Ambad Gori Godawari 2,8,9,16,17,110,111,112,113 500 25 0.5 2208 Gunja-1 Ghansawangi 24 to 29, 33 to 35, 54 to 57 200 100 0.20 1413 Majalgaon - Hivra-1 Godawari Majalgaon 329,330,403,401,400 650 75 1.00 17226

Year 2016-17 River / Approx Taluka Name of Sand Ghat Nearest Gut No Deatails of Sand Scooping Stream Sand Qty. Approved L (M) B(M) 2016-17 Depth (m) 399,396,395,390,389, Ghansawagi Gunj Godawari 645 75 1.00 17094 388,387,386,385,384,374,373 Ambad Zodegaon Galhati 20,22 to 25,28 to 30 1300 20 0.5 4593

119 to 123,129,130, Ambad Gangachikcholi Godawari 1100 35 0.5 6802 134,16 to 22 Ambad Sadeswangi Dudhna 1,2,3 787 8 0.5 1112 Ambad Kothala ku Godawari 80 to 84 300 36 1.00 3816 Ambad Katkheda Glhati 2 200 15 0.50 530 Bhokardan Kothara Jainpur Purna 2,57,268 210 30 0.5 1113 Javkheda Thombre- Bhokardan Purna 32,33,48,49 700 30 0.5 3710 2 Gavhan 232,233,32,37,34,38, Bhokardan Purna 600 30 0.5 3180 sangmeshwar 39,40,41 Bhokardan Nimgaon Purna 1,05,106 20 15 0.5 53 Bhokardan Walsa Khalsa Purna 24,62,58,22,02,21,225 500 22 0.5 1943 Partur Ekrukha Dudhna 54,55 520 40 1.00 7349 302,304,305,306,309,310, Partur Golegaon-1 Godawari 800 60 0.50 8480 330,331,332,333 189 to 193, 195,196,200 to Mantha Takalkhopa-3 Purna 202, 1000 30 1.00 10600 204,235 to 238, 242 23,25,36,37,39,40,41,47, Mantha Kanadi-1 Purna 700 50 0.5 6183 50,51,53,54,56 255,256,257,253,261, Mantha Kanadi-2 Purna 900 30 0.5 4770 263,264,266 Mantha Uswad-2 Purna 38,93,91,40,14,02,403 600 40 1.00 8480 Mantha Kirla Purna 1,52,15,31,54,156 1200 27 1.00 11448 244 to Mantha Takalkhopa-2 Purna 246,247,249,250,254,256, 900 50 1.00 15901 261,262,281 to 284

DISTRICT SURVEY REPORT FOR JALNA DISTRICT

PART –B

FOR MINOR MINERALS OTHER THAN SAND MINING OR RIVER BED MINING

Prepared under

A] Appendix –X of MoEFCC, GoI notification S.O. 141(E) dated 15.1.2016 B] Sustainable Sand Mining Guidelines C] MoEFCC, GoI notification S.O. 3611(E) dated 25.07.2018 D] E & M Guidelines, MoEFCC, GoI, New Delhi, January 2020

1.0 Introduction :

Ministry of Environment & Forest , GoI vide its office Memorandum L-11011/47/2011.IA.II(M) dated 18.05.2012 directed mass to comply Ho’ble Supreme Court decision.

This District survey report comply the environmental & monitoring guidelines issued by MoEFCC, GoI, New Delhi published in January 2020.

Brief Introduction of Jalna district :

Jalna was formerly a part of Nizam State and after the Marathwada Mukti Sangram, became part of India, as a tahsil of Aurangabad district.

77 based industries like dal mill. The district is also known for the highest production of Sweet Lemon(Mosambi) in the state.

The peoples of Jalna district played a important role in the Marathwada MuktiSangram, in which Shri. Janardan Mama Nagapurkar of Jalna laid down his life for motherland.

Citywise historical importance of Jalna district is acknowleged from various references as below

Jalna :

Jalna was surrounded by a mud and brick wall but it is all in ruins except two gates, knwon as the Murti Darwaza and the Hyderabad gate. Jamshed Khan, the governor during Malik Akbar’s

78 time constructed a fine Masjid and a sarai, also the Moti Talav, a large tank to the west of the town. A system of underground pipes conveyed water to reserviors, in the town. the largest of which is in quadraangle of the sarai. The system is no longer in working order. When the city was at the height of its prosperity it had five tanks. Jalna now derives its water supply mainly from the Jaikwadi Dam and also Ghanevadi tank.

[ The information is taken from the Gazeteer of India, Maharashtra State, Aurangabad District, Page No : 1018,1019,1020]

Jafrabad :

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 1017,1018]

Ghansavangi :

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 1015]

Ambad :

Matsyodari Temple-

Khandoba Temple-

Among the cults prevailing in the region the one espoused by Svami Ramanand, a devotee of Rama, claims a considerable following Svami Ramanand, originally from Gondi village near

Ambad, made Ambad his abode and preached his doctrines. Achhutashram Svami was his chief disciple. The memory of Ramanand Swami is highly revered in and around Ambad.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 933,934]

Badnapur :

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 961]

Bhokardan :

Bhokardan is settled along the right bank of the Khelna river, a tributary of the Purna.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 962,963]

Climate

Temperature during rainy season ranges from 21 to 300 C. In winter season temperature fall appreciably and range from 10 to 250C. In nights temperature range is 20 to 250C with privilege of cool breeze. The rainfall record shows that the district has two regions on the rainfall pattern. The first comprises Bhokardan, Jafrabad and Jalna talukas with rainfall of about 700 mm favorable for Khariff cropping. The second region comprises Ambad and Partur talukas with rainfall of about 800 mm, more favorable for rabi cropping. Rainfall is not uniform in all parts of the district as assured rainfall areas are Jalna and Ambad talukas and the area of moderate rainfall of 625 to 700 mm is Bhokardan and Jafrabad talukas. The average annual rainfall in the area is 725.80mm. About 83% of the rainfall occurs during June to September and July is the rainiest month. The air is generally high over the district except during the southwest monsoon when the relative humidity is high. The summer months are the driest when the relative humidity is generally between 20 and 25 percent in the afternoon

Natural Economic Resources

Jalna district is having good Industrial background, specially famous for the Seed and Steel industries. The industrial development at Jalna is widely based on Engineering, Plastic and Agriculture.

The Mahyco, Mahindra, Bejo-Shital are some of the leading well known hybrid seed industries.

NRB bearing Ltd is the leading manufacturer of ball bearings used in automobiles and other heavy industrial purposes.

The Sugar factories in the Jalna district :

7. Jalna Sahkari Sugar Factory, Ramnagar, Jalna. 8. Samarth Sahkari Sugar Factory, Samarthnagar, Ambad. 9. Bageshwari Sahkari Sugar Factory, Partur. 10. Rameshwari Sahkari Sugar Factory, Bhokardan. 11. Sagar Sugar Factory. 12. Samruddhi Sugar Factory, Devi Dahegaon, Tq. Ghansavangi.

Forestry

Minerals and mining

Profile description and analytical data of some typical soils are as follows: a) Light soils occur along hills, rugged regions, plateaux and elevate plains. These soils are brown to grey in colour, less fertile as plant nutrients are less and range in depth from 0-15 cm. They comprise grains of basalt, quartz and clays with calcareous nodules and gravels. b) Medium soils occur along undulating plains, depressions in hilly regions etc. These are dark brown in colour and contain more plant nutrients. The soil ranges in thickness from 15 to 40 cms and comprises clays with some silica and lie over murum at 40 to 100 cm depth. c) Deep soils occur along plains of lower elevation, depressions and along river banks. These are dark black cotton soils, plastic, sticky, rich in plant nutrients and are very fertile. These soils range in thickness from 50 to 200 cm and lie over murum at 2 to 4 meters depth comprising clays, loam, lime etc.

Agriculture

There are four Subdivisions and eight talukas listed as

Name of Sub division Taluka 2. Jalna Jalna,Badnapur 2. Partur Partur,Mantha 3. Ambad Ambad,Ghansawangi 4. Bhokardan Bhokardan, Jafrabad

Salient Features of Jalna District :

N 19° 01’-N 21° 23’ E 75°04’-E 76° 04’

Elevation 540m-630 m above sea level Historical / Important Places No archeological /historical place is notified by National Archeological Department Government of India within Jalna district. Archaeological/Historical/Ancient However there are two monuments those are listed below are Monuments within district protected by State Governemt of Maharashtra. Mahadeva temple and Bhokardan leni. However Archreological site and remains at Bhokardan are now national archeological protect. Names of the national park, No sactuaries, tiger reserves, biosphere,ESA/ESZ are notified in the district. sanctuary Biosphere reserve, Tiger

Reserve, Elephant reserve, Forest (RF/PF/Unclassified)

2.0 Overview of Mining Activity in the district :

Jalna district is rich in minor minerals such as building stone and sand. Mining activity is one of the main revenue source for the district.

Villages marked on the district geological map is as below :

3. General Profile of the district :

Jalna was formerly a part of Nizam State and after the Marathwada Mukti Sangram, became part of India, as a tahsil of Aurangabad district.

The peoples of Jalna district played a important role in the Marathwada MuktiSangram, in which Shri. Janardan Mama Nagapurkar of Jalna laid down his life for motherland.

Citywise historical importance of Jalna district is acknowleged from various references as below

Jalna :

[ The information is taken from the Gazeteer of India, Maharashtra State, Aurangabad District, Page No : 1018,1019,1020]

Jafrabad :

90 villages in jagir from Aurangzeb, the Moghal Empeor. There are in all seven mosques and temples in Jafferabad. The principal mosque has a Persian inscription recording its construction under the orders of Aurangzeb by Rizazath Khan in 1076 Hijri (A.D.1664). Within the fortifications there is a large handsome watercistern with an inscription stating that it was built at the command of Shah Jahan by Mustafa Khan, the Turkoman in Hijri 1040 (A.D.1630).

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 1017,1018]

Ghansavangi :

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 1015]

Ambad :

Matsyodari Temple-

Khandoba Temple-

91 of a lion standing on four small elephants, with a fifth elephant in its mouth. Some finely sculptured images are seen scattered about inside. The shrine is crowned by three large shikhars in a line, with a small one at either end. They are built of bricks and are variously ornamented. None of these shikhars are alike. The village has also a masonry kund believed to have been built by Ahilyabai Holkar. It has fallen into ruins.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 933,934]

Badnapur :

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 961]

Bhokardan :

Bhokardan is settled along the right bank of the Khelna river, a tributary of the Purna.

[ The information is taken from the Gazetteer of India, Maharashtra State, Aurangabad District, Page No : 962,963]

Jalna district has moderately to gently sloping undulated topography. The Northern part of the district is occupied by Ajanta and satmala hill ranges.

The average altitude above mean sea level is 534 Mtrs. (A.M.S.L.).

There are four Subdivisions and eight talukas in Jalna District.

Name of Sub division Taluka 1. Jalna Jalna,Badnapur 2. Partur Partur,Mantha 3. Ambad Ambad,Ghansawangi 4. Bhokardan Bhokardan, Jafrabad

Map of District :

Location Map of District :

4.0 Geology of the District:

Jalna district in located in the central part of Maharashtra between latitude 19⁰15 and 20⁰45’N and longitude 20⁰45 and 75⁰35’E. It extends over an area of 7718 sq.km. in parts of Survey of India Toposheet Nos. 46P, 47M, 55D and 46A. It is bordered by Buldana in the north, Aurangabad in the west, Beed in the south and Parbhani in the east. Jalna is connected by rail to Manmad Junction and Hyderabad. A major state highway joining Aurangabad and Nanded passes through the central part of the district and a network of fair weather roads connect the major towns. The important towns in the district are Bhokardan, Jaffarabad, Badnapur, Partur, Ambad Ghansvangi and Mantha. Physiographically the area forms part of upper Godavari valley. Major part of the district is an easterly sloping table land abruptly rising from the plains to the north western part of the area along the Ajanta range. The highest elevation is 695 meters above MSL seen in the northern part and the lowest elevation is around 400 meters above MSL seen along Godavari river in the south-eastern part of the district. The Godavari river flowing west to south-east along the southern border, with its tributaries-the Purna and the Dudhane constitute the main drainage. The district is almost wholly occupied by the basaltic lava flows of the Deccan Trap of Cretaccous in Palaeogene age (68 to 62 million years in age). The basaltic flows are ‘aa’ and Pahoehoe type. A typical pahoehoe flow carries several flow units and each unit comprises a basal vesicular part with pipe amygdules middle massive part and a top vesicular part with spherical vesicles. Ropy structures in crack fillings and toe structures are also common. The “aa” flow are massive with fairly persistent fragmentary top and imperisistent clinkary base. The Deccan basaltic flows in the district are classified in to four formations namely Upper Ratangarh Ajanta Chikhli and Buldana. Upper Ratangarh Formation occupies fairly large areas of the district. It comprises a single compound pahoehoe flow exposed along Godavari river. The flow is in general medium grained sparsely porphydritic and includes three units with the pipe vesicles at the base. The top of this formation is marked giant megaphenocryst basalt flow (M3). Ajanta Formation comprises 7 to 16 basaltic flows of alternating “aa” and compound pahoehoe nature. The flows are nonporphyritic to sparsely porphyritic. The compound pahoehoe flow comprises few to several units and exhibits and typical characters like pipe amygdules, ropy structures squeeze-ups etc. The Chikhli Formation comprises 5 “aa” and one compound pahoehoe flow. The flows form the top parts of the isolated hills. The flows are dark grey, massive and sparsely to non porphyritic. The Buldana Formation includes 3 each of “aa” and pahoehoe flows. The massive parts of the flows are dense, dark grey and moderately porphyritic. A few dykes intrude the flow. The length of these dykes varies form a few hundred meters to tens of kilometers. The dykes are seen between Jalna and Bhokardun trending ENE-WSW and vary in thickness from a few centimeters to 40 meters. The dyke rock is massive fine grained aphyric to sparsely porphyritic. It is of basalt or doleritic composition. The basalt flows in general depict a general gradient of 1 in 130 to 1 in 650 due east and southeast. Vertical to sub- vertical joins having N-S, NE-SW and NW-SE trends are common. Columnar joints are also seen in the massive part of the flow.

Minor faults are seen trending ENE-WSW south of Kalna town. Many linements present in the southeastern part of the district trend in NW-SE direction. Massive Deccan Trap basalt forms source for building material and is quarried at various places throughout the district. Apart from this, there are no mineral occurrences in the district.

Doleritic/Basaltic Massive, fine to medium Dykes grained,aphyritic to sparsely prophyritic 3 “aa” flows and Buldhana Dark Grey,Massive, fine pahoehoe flow Formation to medium grained,aphyritic to moderately prophyritic 5 “aa” flows and Chikhli Upper Dark Grey,Massive, fine Compound pahoehoe Formation Cretaceous to medium type Sahyadri to grained,aphyritic to Group Palaeogene sparsely prophyritic 7 to 16 “aa” flows Ajanta Dark Grey,Massive, fine and Compound Formation to medium pahoehoe type grained,aphyritic to moderately prophyritic Megacryst FLow Upper Highly porphyritic with Ratangarh large sized phenocryst of Formation plagioclase felspar Compound pahoehoe Dark Grey,Massive, fine fow to medium grained and pron to wheathering

98 thickness of individual flow ranges between 15-20 Lineaments and Fractures. With the use of satellite imagery number of lineaments have been identified. In this district lineaments are oriented in NW-SE, NE-SE direction. In this district lineaments being the weaker zone can act as potential zone for groundwater developments.

Jalna district is rich in minor minerals such as building stone and sand. Mining activity is one of the main revenue source for the district.

Mineral Mineable Reserves in Million Tonnes Stone 4.03 (Approx.) Sand 2.28 (Approx.)

Geological Map of Jalna District

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5.0 Drainage of irrigation Pattern: Irrigation Details for the district :

Irrigation By Source Area in (‘000ha) Net Irrigated Area 116.48 Gross Irrigated Area 124.03 Rainfed Area 412.52 Total 653.03 Source of Irrigation : Source of Irrigation Area in (‘000ha) % of Total Irrigated Area Canal 22.17 18 % Tanks 10.57 08 % Open Wells/Bore Wells 91.28 74 % Total 100 %

# Source ICAR-CRIDA report.

Drainage

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The Dudhna river is the largest tributary of the Purna river which is nearly as long as main river itself. It has the longest course in Jalna district and drains parts of Ambad, Jalna and Partur talukas with its tributaries such as the Baldi, the Kundilikha, the Kalyan, the Lahuki, the Sukna, etc.

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6.0 Land Utilization Pattern in the District : Forest, Agriculture, Horticulture, Mining etc. Land Use Map for Jalna district is as below:

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Irrigation Details

# Source Agriculture Plan Jalna(ICAR-CRIDA)

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Horticulture :

Horticulture Crops (Fruits) Area in (‘000ha) Sweet Orange 18.80 Banana 0.49 Mango 0.40 Grape 0.15 Guava 0.14 Total 38.15

Horticulture Crops (Vegetables) Area in (‘000ha) Tomato 0.2 Brinjal 0.2 Okra(Bhendi) 0.2 Onion 0.8 Carrot 0.3 Total 2.5

# Source Agriculture Plan Jalna (ICAR-CRIDA)

Mining :

Area under Mining Area in ha River Bed Scooping 107.04 ha Stone Mining 95.09 ha

# Source District Mining Office Jalna

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7.0 Surface Water And Ground Water Scenario :

7.1 Surface Water Scenario :

Jalna district has ten main rivers Purna, Dudhna, Godavari,Kasturi, Girja,Sukhna etc. rivers in the district.

River Inventory for the district is sketched as

Whole of Jalna district is a part of Godavari Basin and merged between Godavari-Dudhna- Purna watersheds .

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Total Catchment area for both the rivers are tabulated below Name of the Name of River Run of River in Area of District Km Catchment in Sq. Km. Jalna Purna River and its 1685 22.00 %

tributaries Dudhna River and 2130 27.81 % its tributaries Godavari River and 3843 50.19 % its tributaries

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District has irrigation facility through 02 Large,08 Medium Projects, 40 Small Irrigation Projects operated through State Irrigation Department,32 Small Irrigation Projects operated by Z.P. Jalna at district level and 3765 Bandharas tanks in the district operated by Z.P. authorities.

# District Booklet W.R.D. Govt of Maharashtra Yr. 2017

7.2 Ground Water Scenario :

District is in “SAFE” Category from Ground Water Development point of view. Detailed Ground Water Scenario for the district is discussed below

Hydrogeology Deccan Trap Basalt is the predominant water bearing formation. Groundwater occurrence and movement in the area is influenced by its rock formations. Groundwater potentially depends upon porosity and permeability (both primary and secondary) of rock formations. Jalna district is underlain by basaltic lava flows and alluvium only. The regional Static water level in the area varies from 20 to 25 mbgl. Ground water extraction in the area is done mainly through dug wells and bore wells. The average depth range of dug wells in the area is from 15.00 to 30.00 m. The average depth range of bore wells in the area is from 60.00 to 80.00 m. The basaltic lava flows belonging to the Deccan Traps occupy about 98% of the area of the district. The formation is very thick and comprises scores of lava flows of 5 to 25 meters individual thickness. Each flow comprises a lower zone of 40 to 70% hard, massive basalt which is devoid of primary porosity and permeability. The upper zone of 30 to 60% is vesicular basalt which has limited primary porosity. However, the formation generally has secondary porosity and permeability acquired due to weathering, jointing, shearing, fracturing etc. When the thickness of these zones are appreciable (30 to 60% of a flow), the flow forms an aquifer of moderate potential. The structural and composite characteristics described above are repeated in all the lava flows of an area

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Hydrogeology of District Jalna

Depth to Water Level – Premonsoon

Groundwater occurrence and movement in the area is influenced by its rock formations. Groundwater potentially depends upon porosity and permeability (both primary and

110 secondary) of rock formations. Jalna district is underlain by basaltic lava flows and alluvium only. Water bearing properties of these rocks are described below. The regional Static water level in the area varies from 20 to 25 mbgl. Ground water extraction in the area is done mainly through dug wells and bore wells. The average depth range of dug wells in the area is from 15.00 to 30.00 m. The average depth range of bore wells in the area is from 60.00 to 80.00 m. .

Depth to Water Level – Postmonsoon

The depth to water levels during postmonsoon (Nov. 2011) ranges between 1.05 (Ambad) and 14.65 (Badnapur). The NHNS at Ambad, Talni and Chikhli is showing the shallowest depth to water level i.e. less than 2 mbgl. The shallow water levels within the range of 2-5 m bgl are observed at 10 NHNS i.e. at Partur, Samangaon, Tirthpuri, Raniuchegaon, Mantha, Sevli, Wadigodri and Tembhurni- 2. Water level within 5 to 10 m bgl are extended to the entire district. 13 NHNS located at Jafrabad, Lalegaon, Shahgad, Watur, Warud, Ghansawangi, Ranjni, Longaon, Dungaon, Silegaon are showing this particular range of water level.

The overall stage of ground water development for the district is 47.51 %, which is for “Safe” cate ory. All the talukas and watersheds have been categorised as “Safe” .

8.0 Rainfall of the district and Climatic Conditions :

Average rainfall for Jalna district is 800mm per year. Rainfall data recorded for last three years is tabulated below : Rainfall Data (mm)Jalna District Sr.No Month Year 2020 1 January 58 2 February 29 3 March 30 4 April 25 5 May 40 6 June 205 7 July 256 8 August 280 9 September 210 10 October 120 11 November 45 12 December 10

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The Climate of the district is characterised by a hot summer and general dryness throughout the year except during the south-west monsoon season, i.e., June to September. The temperature rises rapidly after February till May, which is the hottest month of the year. The mean daily maximum temperature during May is 42.1°C and the mean daily minimum temperature during December is 15.1°C The normal annual rainfall varies from about 650 to 800 mm and it increases from North to South direction in the district and reaches maximum around Jalna.

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9.0 Details of the mining leases in the district as per the following format : (Valid Leases as of date 14/08/2021)

Name of Name of Lessee Address & Contact No M.L grant Area of M.L Period of ML Period of ML S.No Mineral of Lessee Order No & Area (ha) (1 ST / 2nd Renewal) Date From TO From TO 1 2 3 4 5 6 7 8 9 10 1 दगड ी.िह मतराव अ णासाहबे िशदं े व मो..9422215107 300 े 1.00 हे 16/07/2018 15/07/2023 Nil Nil ी.िनलेश रायमल रा.जालना रा.हॉटेल ल ु डायमंड 16/07/2018 कॉ पले स, बस टॅ ड शेजारी जालना 2 दगड ी.गंजु न परेश पाटील मो..7798599031 439 े 1.40 08/10/2018 07/10/2023 Nil Nil रा.ट ेशन रोड परतुर 08/10/2018 ह.े आर िज.जालना 3 दगड ी.पंढरीनाथ कारभारी वाघ मो..9762281111 442 े 1.40 15/10/2018 14/10/2023 Nil Nil रा.ियदशनी कालनॅ ी, संभाजी 15/10/2018 नगर जालना 4 दगड ी.िदपक अणराव अंभोरे व इतर २ मो..9404042717 399 े 4.00 ह े 11/09/2018 10/09/2023 Nil Nil रा.कंु भफे ळ ता.जालना 11/09/2018 5 दगड ी.बबन एकनाथराव जाधव मो..9096658917 632 े 1.00 हे 28/09/2016 27/09/2021 Nil Nil रा.दावलवाडी ता.बदनापरु 28/09/2016 6 दगड ी.नदं लाल दौलतराम सलामपरु े मो..9890476232 68 े 1.20 ह.े आर 29/10/2016 28/10/2021 Nil Nil रा.ढवळे वर ता.बदनापरु 29/10/2016 7 दगड ी.सदं ीप सभु ाष कदम मो..9423543344 366 े 2.00 हे 14/08/2017 13/08/2022 Nil Nil रा.दावलवाडी ता.बदनापरु 14/08/2017 8 दगड ी.योगराज हाद दशे मखु मो..9822680177 255 े 1.00 हे 08/06/2018 07/06/2023 Nil Nil रा. लॉट .73 N-2 िसडको, 08/06/2018 मंकु ू दवाडी, औरंगाबाद 9 दगड ी.िदपक अणराव अंभोरे व इतर 1 मो..9404042717 19 े 1.00 हे 21/12/2020 19/12/2021 Nil Nil रा.ीकृ णनगर ता.जालना 21/12/2020 िज.जालना 10 दगड ी.बालाजी चं भान गारखेडे मो..9420222155 20 े 1.00 ह े 01/01/2021 19/12/2021 Nil Nil रा.जालना ता.जालना 01/01/2021

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िज.जालना 11 दगड ी.सधु ाकर मकु ंुदराव दानवे मो..9422215107 354 े 2.00 हे 20/08/2018 19/08/2023 Nil Nil रा.म.ु पो.राजुर 20/08/2018 ता.भोकरदन

12 दगड ी.िदलीप तोताराम दवे रे मो..9637969697 60 े 1.00 हे 24/01/2018 23/01/2023 Nil Nil रा.पावत नगर, 24/01/2018 ता.भोकरदन 13 दगड ी.रामधन भाऊलाल चांदा मो..9552136590 253 े 1.97 ह.े आर 05/06/2018 04/06/2023 Nil Nil रा.क याणी ता.भोकरदन 05/06/2018 14 दगड ी.रणिवरिसहं अणिसंह राजपतु व मो..9823708399 199 े 1.80 हे 07/05/2019 06/05/2024 Nil Nil ीमती.मंगला सिु नलिसंह राजपतु रा.वाढोणा ता.भोकरदन 07/05/2019 आर 15 दगड ी.राज तोताराम दवे रे मो..9422282695 529 े 1.12 हे 26/12/2017 25/12/2022 Nil Nil रा.पावत नगर, जााबाद रोड 26/12/2017 आर ता.भोकरदन 16 दगड ी.सतं ोष रामराव लोखंडे मो..9765018789 633 े 2.92 हे 28/09/2016 27/09/2021 Nil Nil रा.खासगाव ता.जााबाद 28/09/2016 आर 17 दगड ी.भारत मधकु र बांडे मो..9764444406 462 े 0.80 आर 07/11/2017 06/11/2022 Nil Nil रा.लालवाडी ता.अबं ड 07/11/2017 18 दगड ी.सौरभ िनलवण कु लकण मो..9922723876 511 े 0.80 आर 15/12/2017 14/12/2022 Nil Nil रा.जवाहर नगर कॉलनी, 15/12/2017 अबं ड ता.अंबड 19 दगड ी.अ वर बाकर काझी मो..8888140732 214 े 0.80 आर 11/05/2018 10/05/2023 Nil Nil रा.अरब ग ली 11/05/2018 ता.अबं ड िज.जालना 20 दगड ी.काकासाहबे आ माराम कटारे मो..9422215899 213 े 2.00 हे 11/05/2018 10/05/2023 Nil Nil रा.अंबड ता.अबं ड 11/05/2018 िज.जालना 21 दगड ी.सागर दीप बदापरु कर मो..9404177777 36 ग..160 20/04/2021 31/03/2023 Nil Nil रा.सर वती कॉलनी, 20/04/2021 े 1.6 हे ता.जालना िज.जालना 22 दगड ी.सयद अली सयद अजीम मो..9422178876 57 ग..95 े 03/06/2021 31/03/2023 Nil Nil

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रा.सातोना खदु ता.परतुर 03/06/2021 2.00 हे िज.जालना

Under working but suspended for renewal/document discrpancies: दगड खाणपा लंिबत जुने त ाव तालुका िनहाय मॉयिनंग लॅन तपिशल अ.. अजदाराचे नाव गावाचे नाव गट मांक े मॉयिनंग लॅन मॉयिनंग लॅन ात मॉयिनंग लॅन समा तीचा िदनांक / अात िमळा याचा िदनांक जालना 1 ी.अिमत राज आनंद मे.आंनद कं श न मौ.जालना 179 1.86 09/11/2015 08/11/2021 ा त मो.. (5 वष) 2 ी.अिनल चतुभुज छाबडा मौ.दरेगांव 267 1.60 -- -- अा त मो..9423156027 3 ी.उ वला राजे वर देशमुख मौ.इदं ेवाडी 121 0.80 25/08/2014 24/08/2019 ा त मो..9422216192 वष परंतु मायिनंग लॅन (5 ) संपु टात 4 ी.शखे आजम शेख िनजाम मौ.इ लामवाडी 19 1.35 23/10/2018 22/10/2023 ा त मो..9860356635 (5 वष) मो..9028726459 5 ी.जनाधन ल मण खोतकर मौ.सामनगांव 59 1.50 30/07/2014 29/07/2019 ा त मो..9423031111 हे.आर ( वष) परंतु मायिनंग लॅन 5 संपु टात 6 ी.संजय नारायण इगं ळे मौ.बेथलम 38 व 12 2.00 15/04/2015 14/04/2020 ा त मो..9158100300 परंतु मायिनंग लॅन (5 वष) संपु टात मो..9422266000 7 ी.हर चं िभकु लालजी भगत मौ.सामनगांव 57 1.32 13/10/2014 12/10/2019 ा त मो..7875902302 हे.आर परंतु मायिनंग लॅन (5 वष) संपु टात 8 ी.नारायण धमा पवार मौ.शंभुसावरगाव 74 1.00 08/01/2015 07/01/2020 ा त मो..9049214435 हे.आर परंतु मायिनंग लॅन (5 वष) संपु टात 9 ी.राजेश रामराव खडके रा.जालना मौ.सामनगाव 53 1.12 04/04/2016 03/04/2021 ा त

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मो..9422215770 हे.आर (5 वष) परंतु मायिनंग लॅन संपु टात बदनापुर 10 ी.िवरजी ज सा वाडीया मौ.जवसगांव 29 1.20 30/07/2014 29/07/2019 ा त मो..9420222052 हे.आर वष परंतु मायिनंग लॅन (5 ) संपु टात 11 ी.गणशे गलु ाबराव मटु कु ळे व इतर 1 मौ.उ जैनपरु ी 567 1.00 -- -- अा त मो..9923699969 ह.े आर 12 ी.िनलेश िव ण ु भोसल े व इतर 1 मौ.उ जैनपरु ी 567 1.00 16/08/2018 15/08/2023 ा त मो..9595802333 ह.े आर (5 वष) भोकरदन 13 ी.महमदं इाहीम महमंद यासीन मौ.पंढरपरु 184 1.00 -- -- अा त मो..9422724175 ह े 14 ी.ाने वर पांडुरंग सहान े मौ.बेलोरा 144 1.69 -- -- अा त मो..9158731530 ह.े आर 15 ी.सिचन सभु ाष वराडे मौ.नळणी ख.ु 143 1.00 ह े -- -- अा त मो..7588089510 16 ी.माधव िव वनाथ िहवाळे मौ.िचंचोली 20 1.00 13/06/2016 12/06/2021 ा त मो..9923637777 परंतु मायिनंग लॅन संपु टात 17 ी.राजें तोताराम देवरे मौ.िनमगाव 70 1.00 01/09/2014 31/08/2019 ा त मो..9422282695 परंतु मायिनंग लॅन संपु टात 18 ी.माधव िव वनाथ िहवाळे मौ.टाकळी िहवड 14, 5, 4.00 हे 18/09/2017 17/09/2022 ा त मो..9923637777 6, 7 19 ी.भा कर मुकंुदराव दानवे मौ.िपपंळगाव थोटे 90 0.40 आर -- -- अा त मो.. 20 ी.महमंद इाहीम महमंद यासीन मौ.िनमगांव 65 1.00 हे 20/10/2014 19/10/2019 ा त मो.. परंतु मायिनंग लॅन संपु टात 21 ी.शखे रिफक शखे कादर मौ.वाढोणा 252 व 1.30 14/05/2018 13/05/2023 ा त मो.. 253 ह.े आर 22 ी.साहेबखॉं मेहताबखॉ पठाण मौ.िनमगाव 37 0.66 13/10/2014 12/10/2019 ा त

116

मो..9890227122 आर परंतु मायिनंग लॅन संपु टात जााबाद 23 ी.शे.ईमरान शे.महमंद इािहम मौ.माहोरा 42 1.00 हे 26/02/2015 25/02/2020 ा त मो..9423460569 परंतु मायिनंग लॅन (5 वष) संपु टात 24 ी.संजय जग नाथ सांवत मौ.अकोला देव 220 2.00 13/06/2016 12/06/2021 ा त मो..9422217539 ( वष) परंतु मायिनंग लॅन 5 संपु टात 25 ी.सदं ीप फकरबा कड रा.जााबाद मौ.सांवगी 46 1.09 -- -- अा त मो..9421190000 ह.े आर

26 ी.िनशीकांत छबरू ाव भावसार व इतर 1 मौ.पोखरी 112 1.00 10/03/2017 09/03/2022 ा त मो..9763728892 (5 वष) मो..9763728894 27 ी.सागर संतोष लोखंडे रा.जााबाद मौ.दऊे ळगाव उगले 41 1.60 16/08/2018 15/08/2023 ा त मो..9765018789 ह.े आर (5 वष) मो..9923413176 परतुर 28 ी.मनोहर दामाजी खालापरु े, रा.परतुर मौ.वलखेड 98 2.66 -- -- अा त मो..9923150267 ह.े आर 29 ी.बाबासाहबे सदंु रराव तेलगड रा.परतुर मौ.परतवाडी 95 1.00 ह े 18/09/2017 17/09/2022 ा त मो..9422237500 (5 वष) 30 ी.िनतीन अशोकराव जोगदडं रा.पतुर मौ.परतवाडी 103 2.00 ह.े -- -- अा त मो..9130437777 मंठा 31 ी.िदलीप गणेशराव सरकटे मौ.तळणी 819 1.20 03/02/2021 02/02/2026 ा त मो..9423274066 ह.े आर (5 वष) मो..9763246566 32 ी.सदं ीप जनाधन आढे मौ.लावणी 190 व 1.00 18/09/2017 17/09/2022 ा त मो..758850433 191 ह.े आर (5 वष)

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33 ी.वसतं दवे ीदास दशे मखु मौ.अभं ोरा शळे के 246 2.00 10/09/2020 09/09/2025 ा त मो..9423337962 ह.े आर (5 वष) मो..9860820791 34 ी.संिदप भुजंगराव गोरे मौ.रानमळा 136 व 1.60 03/01/2021 02/01/2016 ा त मो..9421303333 हे.आर ( वष) परंतु मायिनंग लॅन 137 5 संपु टात अंबड 35 ी.शरद िदंगबराव टोप े रा.जालना मौ.महाकाळा 241 1.40 04/12/2017 03/12/2022 ा त मो..9822495777 ह.े (5 वष) घनासांवगी 36 ी.राज िव वनाथ मरकड मौ.बोडखा बु. 138 1.00 -- -- अा त मो..9765902121 हे. 37 ी.उ दव एकनाथ मरकड मौ.दवे ी दहगे ाव 79 0.20 -- -- अा त मो..9765902121 आर 38 ी.क याण जािलदं र सपाटे मौ.राजगे ाव 222 1.20 17/11/2018 16/11/2023 ा त मो..9423418777 ह.े आर (5 वष) 39 ी.रामसाद िसताराम काकडे मौ.कं डारी परतुर 165 1.00 19/01/2016 18/01/2021 ा त मो..9405567777 हे.आर परंतु मायिनंग लॅन (5 वष) संपु टात 40 ी.रामे वर शामराव नळगे मौ.कं डारी परतुर 163 1.20 24/02/2021 23/02/2026 ा त मो..9637270333 ह.े आर (5 वष) मो..9422796249 41 ी.रामकृ ण हरीभाऊ सोले मौ.घानेगाव 92 1.05 20/10/2014 19/10/2019 ा त मो..9527259722 हे.आर परंतु मायिनंग लॅन (5 वष) संपु टात मो..9423549165 42 ी.रामदास दगडु घोगरे मौ.मिछं िचचं ोली 311 1.00 20/12/2016 19/12/2021 ा त मो..9423460333 ह.े आर (5 वष) मो..8806346111

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10. Details of Royalty or Revenue received in last three years :

Financial Year Revenue in Rs. Lakhs F.Y. 2015-16 247.343 F.Y. 2016-17 282.768 F.Y. 2017-18 342.032 F.Y. 2018-19 468.776 F.Y. 2019-20 519.658 F.Y. 2020-21 512.600

11. Details of Production of Minor Mineral in last three years : (Approx. Quantity)

Financial Year Minor Mineral in Brass Minor Mineral in Million Tonnes F.Y. 2015-16 334631 2.65 F.Y. 2016-17 385948 3.05 F.Y. 2017-18 286111 2.26 F.Y. 2018-19 484001 3.83 F.Y. 2019-20 129902 1.02 F.Y. 2020-21 128150 1.01

12. Mineral Map of District :

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Mineral Map of District

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13. List of Letter of Intent (LOI)Holders in the district along with its validity as per following format:

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All above proposed stone quarries are noncaptive and for commercial uses and with valid LoI.

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14. Total Mineral Reserves Available in the District :

Mineral Mineable Reserves in Million Tonnes Stone 4.03 (Approx.) Sand 2.28 (Approx.)

15. Quality / Grade of Mineral available in the District :

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

16. Use of Mineral :

Basalt stone is used for building, construction works , road works as an aggregate.

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

Basalt stone with variable sizes from 6mm,20mm,40mm,60mm,100mm are used for construction and road works as an aggregate material. Jalna district has a long stretch of joining Parbhani-Nanded at one end and Osmanabad at another surrounded by Karnataka stae boundary on South East district. To cater infrastructural requirements and local demand stone quarries are emerged catering demand for 6 tahsils. In general demand for district is ranging between 1.0-1.1 MT/Annum generating revenue of around 7-8 Cr. Approximately. This demand is perpetual to market requirements depending on growth of infrastructural index of the area , state and country. Detailed demand calculated for F.Y. 2021-22 is as below

Jalna District Requirement of Minor Minerals

District Particulars Sr. No. Estimation 2020-2021 Estimation 2021-2022 Quantity in Brass Quantity in Brass 1 PWD 110000 105000 2 Irrigation Dept. 110000 105000 Domestic Requirement including Govt. Contractors,Local Lease/ Quarry Operators Jalna 3 400000 450000 4 NHAI/Central Road Fund 120000 110000

5 Railway 80000 80000 Total 820000 850000

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18. Mining Leases marked on District Map

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

Area in Name of Lessee Mineral Village Land Type S.No. Date of Grant Lease From Lease up to ha No Cluster is formed till March 2020

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20.0 Details of Eco sensitive area

No ecosensitive area is notified within the district

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

Air Environment : Anticipated Impacts Stone/metal mining is 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

a. Point sources b. Area sources c. Line sources  Drilling & Blasting and crusher operations of the mine are considered as point sources  As the cumulative impacts for cluster of stone quarries are to be considered, thus the cluster of stone mines is described as area sources  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 are well maintained so that exhaust smoke does not contribute abnormal values of noxious gases and un-burnt hydrocarbons.

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Noise Environment : 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 : 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  Impact on surface water bodies  Storm water management Soil Environment : 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.

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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

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 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 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. Details area as

Name of Area in Gut No Village/Taluka Lease Order Details Reason for Closure Lessee ha Nil Nil Nil Nil Nil Nil

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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 Jalna district of Maharashtra and the area in general receives appreciable amount of rain fall, which is in the range of 900mm (annual average). Pit slope & dump slope failures Mining is restricted to an average depth of 18 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.

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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.

The risk is very high when no control measures are provided. However if all the control 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.

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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. House keeping 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.

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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

133 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 possibility of a fall. 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 formation 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.

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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

135 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 nos 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.

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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

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DISTRICT SURVEY REPORT FOR JALNA DISTRICT

PART –C

FOR OTHER MINERALS EXCLUDING RIVERBED SAND, BUILDING STONE

Prepared under

A] Appendix –X of MoEFCC, GoI notification S.O. 141(E) dated 15.1.2016 B] Sustainable Sand Mining Guidelines C] MoEFCC, GoI notification S.O. 3611(E) dated 25.07.2018 D] E&M guidelines MoEFCC, GoI, New Delhi, January 2020

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1.0 Details of leases for other minerals like Coal, Limestone and dolomite are tabled below :

No exploration work for other minerals (excluding Riverbed sand, building stone) is proposed or under existence for the district. There is a single lease of agate stone used for manufacturing of decorative stone in the district.

S.No. Name of Name of Lessee Address & Contact No. of M.L. grant Area of M.L. Period of ML Mineral Lessee Order No. & Area (ha) Date From To

1 2 3 4 5 6 7 8 रा.नदािदप को-ऑपरेटी ह ं 1 अगटे ी.सिु नल रामिसगं िबलावर हौसग सोसायटी, 527 14.04 he.arr 21/12/2018 -- रा.औरंगाबाद गोिवंदनगर, टेशन रोड, 21/12/2018 औरंगाबाद

As per Directorate Geology and Mining, Govt of Maharashtra villages Rajur,Tapon has predominant varity of Zebra and Fancy Agate in Bhokardan tehsil.(Refer page 52 of Geology and Mineral Resources of Maharashtra 2000)

This district Survey report is reviewable and for district information. Copying of technical data without approval of district authority is restricted.

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Annexure -1 : Procedure to scrutinize Minor Mineral proposals

Procedure to scrutinize Minor Mineral proposals

1] Receipt of Application as per MMMEDR 2013 with required documents

2] Receipt of S.D.O. Report over 14 points stipulated by administration.

3] Site Visit by representative of Mining Office, Jalna/District Mining Officer, Jalna.

4] correlating demand and supply for the taluka, nearest town or any specific demand for specific project on feasibility of requirement of stone quarry.

5] Issuance of Letter of Intent.

6] Procedure for award of Lease.

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Annexure -2 : Procedure to monitor compliances of Minor Mineral Leases

Procedure to monitor compliances of Minor Mineral Leases

1] After award of lease, first compliance to prior EC conditions are to be submitted by Leasee for ground work carried out.

2] Yearly Compliance to Lease Agreement for royalty clearance, Lease conditions and prior EC conditions(scrutiny based on photographic and documentary evidences with site visit).

3] Penal Action : failure to submit compliance as per sr. no. 2, district administration reserves right to hold the royalty passes or to suspend of cancel lease agreement subject to fulfillment of compliance.

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Annexure -3 : Demand and Supply for Jalna District

Demand and Supply for :Jalna District

Jalna District Requirement of Minor Minerals

5 Railway 80000 80000 Total 820000 850000 Jalna District Requirement of Minor Minerals (Sand)

District Particulars Sr. No. 2020-2021 2021-2022 Quantity in Brass Quantity in Brass 1 PWD 35000 40000 2 Irrigation Dept. 20000 25000 Domestic Requirement including Govt. Jalna Contractors,Local Lease/ Quarry Operators 3 40000 40000 4 NHAI/Central Road Fund 25000 35000 5 Railway 10000 10000 Total 130000 150000 For the year 2020-21 Maximum available sand was 68962 Brass.

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Annexure -4 MoEFCC, GoI notification S.O. 3611(E) dated 25.07.2018

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Annexure -5 L Sections and Cross Sections for rivers flowing through Jalna district

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Annexure -6 Corporate Environmental Responsibility Jalna District for Stone Quarries

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Annexure-6 Corporate Environmental Responsibility Jalna District for Stone Quarries

Corporate Environmental Responsibility Plan as per OM F 22-65/2017-IA.III dated 01.05.2018

( For all Stone Quarries : Jalna District)

Type of Project as per OM : Greenfield Project

Capital Investment : Rs. 50.00 Lakh per quarry (approx.)

Amount to be allocated to : Rs. 1.00 Lakh per quarry Implement CER

Proposed CER with Budgetary provision

Sr.No. Proposed CER Activity Amount 01 Community Plantation ( 500 trees/year) excluding 75000.00 plantation defined in EMP @ Rs. 150/ tree 02 Provision for supply of pit water accumulated during 25000.00 monsoon to nearby farmers after settling including pumping cost to nearby farmers Total 100000.00

Above attribute may change subject to approval of district authority/conditions of prior environmental clearance.

146

Annexure -7 Sections for Sand Ghats 2019-20 (Amendment Proposed for F.Y. 2019-20)

147

Annexure -8 COMPLIANCE TO ENFORCEMENT AND MONITORING GUIDELINES FOR SAND MINING 2020 (PUBLICATION OF ANNEXURES )

148

COMPLIANCE TO ENFORCEMENT AND MONITORING GUIDELINES FOR SAND MINING 2020 (PUBLICATION OF ANNEXURES )

Details of Sand/M Sand Sources: Annexure-I a) Rivers

1 जााबाद जवखेडा ठग केळणा 15,16,50,51,89 410 25 0.60 1.025 2173 दऊे ळगांव 2 जााबाद उगले- धामणा 160,162,163,174 450 25 0.50 1.125 1988 िनमखडे ा 255, 256, 257, 3 जााबाद सांवगी पणु ा 258, 259, 260, 500 30 1.00 1.50 5300 261 262,263,264,265, 252,261,269,268, 4 जााबाद मरे खडे ा धामणा 266, 500 30 0.50 1.50 2650 26,28,29,30,31,3 2,267

149

वालसा 5 भोकरदन पणु ा 132,133,154,155 480 30 0.80 1.44 4071 डावरगांव वालसा 6 भोकरदन पणु ा 50,51,52,54 475 22 0.80 1.045 2954 खालसा वालसा 7 भोकरदन िगरीजा 61,62,63,66,67 475 22 0.50 1.045 1846 खालसा 312,313,314,326, 8 भोकरदन जवखेडा ठबरी पणु ा 587 40 0.50 2.34 4148 327 167,166,165,164, 9 जालना बढाण बु. दधना 700 20 0.50 1.40 2473 ु 162, 161 1,39,14,01,11,11 10 जालना गोलापांगरी दधना 600 20 0.40 1.20 1696 ु 2 कंु डली 474,39,272,271,2 11 जालना पाचनवडगांव 1400 20 0.50 2.80 4947 का 70,269,258 39,40,41,42,43,4 12 जालना कौठा दधना 1000 22 0.80 2.20 6219 ु 4,45,48 53,52,47,45,44,4 13 जालना घेटुळी दधना 520 27.50 0.80 1.43 4042 ु 1,39 कंु डली 14 जालना कारला गायरान (06), 86,87 900 25 0.40 2.25 3180 का

150

िकला- 40, 41,42,43,47,48,5 0,51 टाकलखोपा- िकला- 15 मठं ा पणू ा 40,41,42,43,44,4 650 50 1.00 3.25 11484 टाकळखोपा 6,47,50,51,52,53, 54,55,56,57,58, 91,92,93,94,95,9 6,97,102 िकला- 151, 152 16 मठं ा िकला-वाघाळा पणू ा वाघाळा- 500 60 1.00 3.00 10601 85,106,136,137 वाघाळा- 218,211,210,209, 208,180,179,178 भवन-ू 17 मठं ा वाघाळा- भवू न पणू ा 500 50 1.00 2.50 8834 2,03,04,05,06,07, 08,09,10,11,12,1 3,14, 15,16,17,18,19 कानडी- 255, 256, 257, 258, 261, मंठा कानडी-उसवद् पणू ा 400 50 1.00 2.00 7067 18 263,264 उसवद-् 329,

151

330,353,355,356, 373

19 घनसावंगी भादली गोदावरी 29 425 45 1.00 1.91 6578 20 घनसावंगी गंजु बु. गोदावरी 361, 362 510 50 1.00 2.55 9010 21 अबं ड आलमगांव दधु ना 166, 167 550 25 0.80 1.38 3887 22 अबं ड साडेसावंगी दधु ना 02,03 575 25 0.60 1.44 3048 23 परतरू डो हारा- दधु ना डो हारा- 700 70 0.80 4.90 13851 बाबुलतारा 54,55,59,60,61,7 2,73,74,75 बाबुलतारा 349,351,352,32,3 3,34,35,36,37, 38,39,40 339,338,337,336, 24 परतरू गोळेगांव गोदावरी 500 60 1.00 3.00 10600 335 एकु ण 132647 b) De siltation Locations (Lakes,Ponds,Dams)

Nil

152

C) Patta Lands/Khatedari Land

Nil

d) M-Sand Plants

Inclusion of M Sand/Patta Land in DSR not give landowners/operators right to operate M-sand Plant/Sand Mining Lease. All the sand ghats referred above are in the stage of various clearance on district administration level.

No M sand units are registered in the district

153

List of Potential Mining Leases (Existing & Proposed) Annexure-II A] Rivers (Mineral Sand)

154

वालसा 6 भोकरदन पणु ा 50,51,52,54 475 22 0.80 1.045 2954 खालसा वालसा 7 भोकरदन िगरीजा 61,62,63,66,67 475 22 0.50 1.045 1846 खालसा 312,313,314,326, 8 भोकरदन जवखेडा ठबरी पणु ा 587 40 0.50 2.34 4148 327 167,166,165,164, 9 जालना बढाण बु. दधना 700 20 0.50 1.40 2473 ु 162, 161 1,39,14,01,11,11 10 जालना गोलापांगरी दधना 600 20 0.40 1.20 1696 ु 2 कंु डली 474,39,272,271,2 11 जालना पाचनवडगांव 1400 20 0.50 2.80 4947 का 70,269,258 39,40,41,42,43,4 12 जालना कौठा दधना 1000 22 0.80 2.20 6219 ु 4,45,48 53,52,47,45,44,4 13 जालना घेटुळी दधना 520 27.50 0.80 1.43 4042 ु 1,39 कंु डली 14 जालना कारला गायरान (06), 86,87 900 25 0.40 2.25 3180 का

155

िकला- 40, 41,42,43,47,48,5 0,51 टाकलखोपा- िकला- 15 मठं ा पणू ा 40,41,42,43,44,4 650 50 1.00 3.25 11484 टाकळखोपा 6,47,50,51,52,53, 54,55,56,57,58, 91,92,93,94,95,9 6,97,102 िकला- 151, 152 16 मठं ा िकला-वाघाळा पणू ा वाघाळा- 500 60 1.00 3.00 10601 85,106,136,137 वाघाळा- 218,211,210,209, 208,180,179,178 भवू न- 17 मठं ा वाघाळा- भवू न पणू ा 500 50 1.00 2.50 8834 2,03,04,05,06,07, 08,09,10,11,12,1 3,14, 15,16,17,18,19 कानडी- 255, 256, 257, 258, 261, मंठा कानडी-उसवद् पणू ा 400 50 1.00 2.00 7067 18 263,264 उसवद-् 329,

156

330,353,355,356, 373

157

B] De siltation Locations (Lakes,Ponds,Dams)

Nil

C] Patta Lands/Khatedari Land

Nil

D] M-Sand Plants

No M sand units are registered in the district

158

Cluster & Contiguous Cluster Details Annexure-III

Clusters:

River Cluster No Lease No Location Village Area in Ha Total Total Name River Excavation Mineral Bed/Patta (Ton) Excavation Land (Ton)

NIL

Contiguous Clusters:

River Contiguous Cluster Number Location(River Distance Village Area of Total Name No of Bed/Patta between Cluster Mineral Leases Land) clusters in ha Excavation in the (Ton) cluster

NIL

159

Transportation routes for individual leases ANNEXURE IV

Transportation routes for leases in cluster

No cluster is formed…..

160

Final List of Potential Leases (existing and proposed) Annexure –V

A] Rivers (Mineral Sand)

B] De siltation Locations (Lakes,Ponds,Dams)

Nil

C] Patta Lands/Khatedari Land

Nil

D] M-Sand Plants

No M sand units are registered in the district

161

Cluster & Contiguous Cluster Details Annexure-VI

Clusters:

River Cluster No Lease No Location Village Area in Ha Total Total Name River Excavation Mineral Bed/Patta (Ton) Excavation Land (Ton)

NIL

Contiguous Clusters:

River Contiguous Cluster Number Location(River Distance Village Area of Total Name No of Bed/Patta between Cluster Mineral Leases Land) clusters in ha Excavation in the (Ton) cluster

NIL

162

Final Transportation routes for individual leases ANNEXURE VII

Transportation routes for leases in cluster

No cluster is formed…..

163