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INTRODUCTION

Letter of Intent has been issued by the Joint Secretary Administration, Govt. of to M/s Riddhi Siddhi Associates, Rajsamand vide letter no P.8 (23) Khan/ Gr. – 2/ 2013, Jaipur dated 26 th April 2013 for Removal of Bajri (Minor Mineral) from Gair mumkin Nadi, Nallah and Khasara areas in revenue villages (as per description report) of Tehsil – , District - Barmer, Rajasthan.

Mining Lease area is 19011.89 ha (Annexure – I). Validity period is 5 years from the Date of the Agreement. River area spreads in 73 villages of Siwana tehsil as per details given by Office of the Assistant Mining Engineer, DMG, Jalore (Raj.) (Annexure – II).

M/s Riddhi Siddhi Associates is a partnership firm with their Rajsamand office at Mateshwari Bhawan, Jal Chakki, Rajsamand.

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1. General information about Lessee/ Licensee a) Name & address of the lessee M/s Riddhi Siddhi Associates Mateshwari Bhawan, Jal Chakki, Rajsamand. b) Status of the applicant M/s Ridhi Sidhi Associates is partnership firm with two partners, registered on 28th Day of March, 2007 as per deed of partnership ( Annexure-III). The details of the partners are as follow: Table 1 – List of Partners

S. No. Name of Partners Addresses 1. Shri Jaisingh Chauhan S/o Sh. Bhanwarlal Ji Chauhan R/o 28-Onkarnagar, , Rajasthan. 2. Shri Shyam B. Gupta S/o Sh. Harishchandra Ji Gupta R/o 424, Panchratan Complex, Fatehpura, , Rajasthan.

Power of attorney has been given to one of the partners named Mr. Shyam B. Gupta (Annexure-IV).

c) Name & Address of the RQP preparing the mining plan Umesh Datt Sharma (RQP/AJM/277/2005-A valid up to 2015 (Annexure-V). 56, Doctor Colony, DCM Ajmer Road, Jaipur – 302 021 (Rajasthan) Phone – 0141-6532876 Mobile – 98280 44233 E-mail – [email protected]

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2.0 Details of the Mining Lease a) ML No. Proposed Mining Lease of Bajri (Minor Mineral) in an area of 19011.89 ha is located in Revenue villages of tehsil- Siwana. Details of the Khasara number and villages are given below: Table -2: Lease Area (ha.) in Tehsil –Siwana S. No. Village Khasara No. Area (Ha.) 453 26.11 1 Annapurna 456 46.07 536 60.0 4 1.13 8 2.10 29 5.17 36 16.05 39 5.15 132 1.04 137 2.12 142 10.18 160 0.12 170 2.03 172 2.09 2 Arjiyana 218 12.02 219/383 2.15 347 21.04 352/386 4.05 376 2.06 430/158 5.18 432/165 0.13 438/378 9.07 440/361 12.08 442/357 1.13 446/351 3.04 1371/343 59.06 1373/343 101.10 3 Indrana 1377/787 34.05 1379/787 224.08 281 15.12 4 Kundal 287 7.11 127 10.18 165 32.05 5 Kumpawas 215 1.05 248/204 9.15 250/204 5.0

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328/111 13.07 483/1 759.19 1170 85.05 6 Kalyaan Singh ki Dhani 1718/343 43.06 361 31.10 386 7.01 393 6.08 397 2.17 419 13.15 436 5.18 448 3.15 475 5.15 7 Kuseep 496 13.15 500 2.04 503 11.02 523 3.01 555 1.05 566 27.0 596 2.0 604 15.17 608 1.01 8 Kankhi 199 19.01 9 170.05 61 124.09 9 Kathadi 241 36.05 450 15.10 752/224 49.12 42 94.14 152 6.10 162 26.01 163 27.05 164 208.06 10 Kotadi 166 103.03 322 45.15 571/28 287.06 586/258 134.05 591/3 239.01 609/116 162.05 20/220 4.10 101 41.0 109 5.04 11 Kheda Khindawada 120 14.0 124 1.10 127 53.15

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134 4.05 138 2.18 141 1.10 143 26.16 145 3.05 150 5.05 183 43.02 193 10.10 12 Khetasar 539/269 1.08 41 6.18 94 227.05 106 1.11 119 0.04 121 0.10 128 121.06 131 1.11 13 Kharantiya 136 0.04 174 38.18 210 2.13 299 0.09 300 11.08 309 26.03 345 2.13 358 1.0 94 21.06 123 3.11 155 0.18 183 1.09 192 3.03 212 11.18 14 Khakharlai 215 6.03 263 7.09 282 6.06 318 8.14 359 6.16 364 4.11 369 5.05 523 32.14 15 Gungrot 548 8.18 567 361.19 13 0.05 17 0.05 16 Gudanaal 24 2.08 206 28.16

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218 41.10 260 3.02 295 24.02 351 3.05 353 29.12 395 5.10 402 2.01 474 125.01 581 111.01 608 13.05 633 3.06 670 15.19 675 3.09 676 5.13 694 25.03 730 8.06 761 1.18 777 2.05 779 16.05 861 14.11 867 12.08 17 Godo ka bara 130/95 167.07 17 112.0 18 Goliya 25 49.10 40 19.16 19 Charno ka bada 64 310.04 27 12.07 36 7.16 58 3.15 103 4.03 109 11.13 139 249.04 143 18.17 144 3.17 20 Jinpur 147 0.16 199 1.01 209 1.05 213 37.03 289 1.17 292 3.07 302 1.19 304 0.12 317 1.01 21 Junakhera Motisara 801/04 58.1

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22 Jethantari 839/821 1475.18 145 56.01 23 Teekampura 199 22.18 1098/701 27.10 24 Thakarkhera 1105/728 145.05 1107/728 0.03 497 48.19 25 Tandabera 775 36.10 813 18.07 3 4.18 5 5.07 7 10.19 14 4.10 20 54.14 30 22.08 32 30.19 70 31.16 73 4.01 81 29.14 207 26.19 26 Telwada 210 71.17 257 2.18 258 0.06 272 58.02 363 4.07 387 42.13 391 0.10 393 9.19 396 4.15 401/641 3.15 404 4.06 465 33.14 20 1.03 22 2.05 26 10.07 55 9.16 59 5.03 27 Thanmata hinglaaj 123 7.14 190 53.0 201 15.18 232 1.18 240 7.12 250 10.17 28 Thapan 44 41.05

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154 119.10 162 19.08 296 39.08 354 3.10 363 6.19 368 1.10 433 3.01 440 4.06 451 2.10 479 49.03 656 90.15 757 20.07 804 56.06 911/374 65.05 3 32.11 19 1.07 28 8.17 39 35.12 64 4.16 79 1.16 113 6.07 29 Dantla 117 1.07 120 2.16 142 8.07 152 3.01 158/17 1.13 165/64 1.16 166/64 7.0 12 5.18 14 1.0 21 2.12 24 2.0 30 Devandi 88 24.02 129 5.08 135 5.10 180 6.17 231/4 11.07 91/419 0.10 92 519.10 31 Devliyali 137 1.17 148/152 64.16 32 Dharna 422 1.10 717 14.18 728 25.18

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7 33.0 37 36.18 37/529 2.07 249 238.18 270 276.09 33 Dhira 337 10.10 361 21.16 408 47.0 488 77.06 560/405 168.05 34 Nayi Khakharlai 61 45.05 93 87.07 122 22.03 158 13.12 170 2.09 174 2.04 438 8.10 537 3.03 605 3.06 35 Naal 608 0.14 646 0.06 648 0.13 651 0.07 684 41.09 740 2.04 750 12.13 757 8.15 36 Nimbeshwar 440 13.10 393 25.04 415 55.12 417 2.06 37 Pariharon ki dhani 419 9.13 421 7.10 446 56.01 38 Paton ka bara 390/198 975.03 529 5.09 537 4.0 581 2.01 585 0.09 39 Padardi kalan 589 2.15 591 2.11 597 2.01 599 2.19 602 2.08

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605 4.05 608 3.06 4 154.17 161 7.19 278 92.13 280 126.19 394 2.12 448 1.08 452 5.09 40 Piploon 471 13.08 568 4.04 570 0.14 595 1.15 613/565 0.14 648/549 195.19 649/549 6.0 103 106.02 106 53.18 116 13.11 126 266.14 268 44.10 275 131.15 41 Baamsin 314 41.16 328 94.15 343 5.14 671/1 29.06 684/1 0.02 689/1 60.0 1111/314 15.15 73 95.16 88 8.02 90 1.04 93 8.04 103 6.03 107 5.09 113 18.04 42 Baalu 115 6.03 129 18.14 136 30.01 146 3.01 163 7.18 201 3.0 206 4.04 43 Bijliya 17 1.06

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20 40.06 72 6.05 74 3.05 77 27.10 83 6.03 125 33.15 131 2.05 44 Bhallaron ka bada 554/484 69.05 227 8.02 232 2.11 238 1.08 343 6.03 45 Bhakharpura 349 8.10 370 19 372 15.17 375 5.05 395 9.15 30 8.16 44 20.16 98 4.04 154 5.14 46 Bhagwa 170 18.15 187 7.07 228 4.15 298 4.14 580 3.14 10 7.03 21 1.11 26 0.08 45 1.06 61 2.04 71 2.01 73 1.0 75 2.10 77 3.02 47 Bhatikhera 85 27.01 154 32.07 332 7.03 372 1.03 377 10.12 379 2.07 381 3.04 383 1.03 388 14.03

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152 50.14 48 Bhanawas 221/199 69.09 49 Bheemgoda 755 15.10 50 Bhilon ki dhani 261 112.08 51 Majal 1108/15 8.03 189 2.13 190 0.11 231 4.14 52 Mawdi 250 10.09 269 18.04 471 12.02 509 24.0 53 4 1.15 54 41.05 69 15.03 123 30.05 137 12.03 203 48.15 597 88.14 Mahilawas 621 85.01 623 4.0 1183 8.03 1276 7.15 1894/33 20.10 1902/84 29.07 1924/610 4.05 1926/1189 17.0 100 34.08 54 Mangla 112 72.19 22 45.07 29 16.07 34 5.15 40 11.12 80 25.08 82 5.0 84 10.02 55 Mangi 96 33.14

107 2.11 186 4.11 209 10.16 256 15.15 301 9.18 305 2.18 329/207 283.12

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331/212 27.10 358/36 0.18 359/36 2.07 10 80.08 18 2.17 20 12.07 53 5.18 55 9.18 58 11.05 56 Mubari 69 3.12 71 2.03 77 5.03 79 1.01 81 6.02 99 5.01 101 0.16 298 12.19 401 31.11 596 3.13 600 9.13 633 14.11 722 3.05 724 2.17 726 10.05 728 3.04 748 14.04 766 1.04 782 14.07 826 4.04 909 2.19 57 Meli 995 0.01 1022/475 6.0 1024/476 1.11 1026/483 5.08 1028/484 1.08 1030/486 2.10 1032/488 3.05 1034/491 5.0 1036/492 2.05 1038/494 3.17 1040/500 4.12 1106/489 36.09 1110/405 3.09 1157/493 2.18

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638 1.02 701 12.07 720 7.09 912 10.03 980 13.18 58 1174 18.02 1847/682 58.09 1968/698 15.11 1971/723 14.12 1977/759 49.13 6 48.03 20 0.04 83 38.16 59 Ramaniya 113 9.10 126 34.11 237 49.01 7 7.10 12 8.11 103 2.15 60 Railon ki Dhani 245 4.08 255 4.11 269 19.05 33 2.02 95 11.19 136 4.19 213/10 36.12 61 Lalana 244/115 1.06 245/115 0.05 318/1 824.03 320/1 0.02 50 3.05 144 2.05 145 5.04 62 Ludarada 163 6.0 167 2.17 363/137 0.15 5 21.0 9 21.11 11 7.10 14 7.0 63 Valiyana 27 46.15 29 2.14 41 3.05 123 16.06

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146 5.15 158 2.02 64 422 0.11 425 0.13 Harmalpura 471 3.12 483 3.12 65 7 6.19 39 49.14 Hemawas 147 7.19 154 280.13 163 2.15 66 654/550 10.0 655/550 15.0 656/550 15.0 Samdadi 671/549 207.19 678/549 188.03 721/549 192.02 67 Sariyadevi nagar 56 22.16 263 2.06 283 1.0 285 0.18 304 1.02 68 Samuja 312 0.15 317 4.02 322 2.12 337 0.12 340 0.18 155 4.10 69 Siner 162 26.08 103/1312 10.0 218 2.17 228 6.05 70 Siwana 239 14.11 257 12.19 261 11.14 71 Suily 65 114.18 214 1.17 269 34.14 272 5.08 278 1.11 72 Sela 286 5.07 292 1.02 294 130.15 306 3.10

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375 1.15 377 20.18 390 2.11 7 7.10 12 8.11 103 2.15 73 Ramdev Nagar 245 4.08 255 4.11 269 19.05 Total -- 19011.89 List enclosed as Annexure – II. b) Name of Mineral Bajri (minor mineral) is occurring in the lease area. c) Description report of the mining lease/ quarry license with plan (enclose copy of sanction order/ lease deed/ license) Based on the Description Report issued from Office of the Assistant Mining Engineer, Jalore, and Khasra plan of revenue villages as given by applicant, survey of the area was carried out along the course of the river Luni, Sukri, Ver, Luni Wala and Mamaji ka Wala Rivers and other drainages. District Barmer has 8 Tehsils namely 1) , 2) Baytoo, 3) Pachpadra, 4) Siwana, 5) Guda Malani, 6) Barmer, 7) Ramsar, 8) . North of Siwana lies , Pali on the South side, Jalore in the East and Pachpadra and Guda Malani on the West. Siwana tehsil is located 151 km from Barmer. It consists of total 129 villages and is located on an average altitude of 388.0 m from M.S.L. Roads are quite wide and well spread. Only this Tehsil receives little rainfall in August/September while the other divisions face almost dry weather in . Meli Bandh (The only dam in Barmer district) is at 7.0 km from Siwana. Main occupation here is farming. Bajra, Moong, Til and Jowar are the main crops in rainy season. In winters, crops such as Jeera (Cumin), Arandi (Castor), Mustard and vegetables are grown. Siwana is famous for granite and Baba Ramdev temple. Luni River – Luni is a river of western Rajasthan. It originates from the Aravalli ranges near Ajmer and ends in the Marshy lands of Rann of Kutchh in Gujarat after travelling a distance of 530 km. It is first known as Sagarmati, then after passing Govindgarh, it meets its tributary Sarsuti, which originates from Pushkar Lake and from there on it is known as Luni which flows through western Rajasthan. It is a seasonal river and is also

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comparatively shallow than other rivers of the state. The river water is fresh upto Balotara after which, it comes in contact with saline land and water becomes highly saline. Inspite of high salinity, it is a major river in the region and serves as a primary source of irrigation. Main drainage in the Tehsil is the Luni River extending in a total length of 43.2 km. Its entry point from the East side is Godon ka Bara and exit point in the West side is Lalana village. Sukri River is the main tributary of Luni River. It also flows from East to west side passing through villages Majal, Laliya and finally merging in Luni River before . In addition, there are 8 drainages scattered in the Tehsil near villages Meli, Muthli, Thapan, Mamaji ka Wala, Siner, Ramaniya and Telwara. These are the main potential areas for Bajri mining. Topography of the Tehsil is hilly in the central portion of the Tehsil with Reserve forest near Sela, Jinpur, Kundal, Piplun, Gungrot and Mawri. At places difference in elevation between ground level and peaks varies from 30 m to 600 m. Being hilly region, drainage follows dendritic pattern along the slopes. These have created large number of small drainages scattered all around. These will be left, to be exploited at a later stage but not during the plan period. Total rainfall in the district is around 281.8 mm only. The lease area is divided into seven blocks A,B,C,D,E,F & G Blocks A,B,C,D lie on Luni River and their combined stretch is 56 km, Block E lies on Ver River and its total stretch is 32 km, Block F comprises of drainage near Meli, Mama ji ka Wala and Thapan and its total length is 31 km. Block G comprises of Luni wala river and drainages near Telwara and Ramaniya and its total length is 28.4 km. Copy of Letter of Intent issued is enclosed as Annexure – I. d) Key plan of the area Key plan is enclosed as Plate – 01. e) Location map of the mining lease showing the details of the approach roads up to the mine Lease area can be approached both from Samdari Side on North and Jalore in the South. SH 66 crosses Luni River near Samdari. Area can also be approached from Balotara through the SH 38 which enters the lease area via Thapan. The Mithura Siwana Road also enters the lease area form the same side via Siner.

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Proposed lease area is shown on the Key Plan. It forms a part of G. T. Sheet No’s – 45C/1, 45C/2, 45C/3, 45C/5, 45C/6, 45C/7, 45C/9, 45C/10, 45C/13, 45C/14 and 45C/15. Toposheet is enclosed as Plate – 02. Area is located between following Latitude and Longitudes: Table 3: Location Details Drainage Latitude Longitude Luni River 25º51’39.72”N to 25º46’48.20”N 72º46’27.61”E to 72º23’4.84”E Sukri 25º48’38.95”N to 25º49’31.74”N 72º36’59.73”E to 72º43’32.96” Ver Nadi 25º35’03.63”N to 25º40’51.38”N 72º20’51.86”E to 72º15’14.89”E Mamaji ka Wala 25º38’29.45”N to 25º37’4.96”N 72º34’32.30”E to 72º29’33.57”E Luni Wala 25º32’21.92”N to 25º32’12.07”N 72º31’05.85”E to 72º21’52.89”E Drainage near 25º27’57.02”N to 25º27’06.84”N 72º25’45.38”E to 72º22’27.23”E Bhagwa and Telwara f) Details of the mining lease Near villages - Annapurna Nagar , Arjiyana , Indrana , Kundal, Kumpawas , Kalyaan Singh ki Dhani, Kuseep , Kankhi , Kathadi , Kotadi, Kheda Khindawada , Khetasar , Kharantiya , Khakharlai, Gungrot, Gudanaal, Godo ka bara , Goliya , Charno ka bada , Jinpur , Junakhera Motisara, Jhethantari, Teekampura, Thakarkhera, Tandabera , Telwada , Thanmata hinglaaj, Thapan, Dantla , Devandi, Devliyali, Dharna, Dhira, Nayi Khakharlai, Naal, Nimbeshwar, Pariharon ki dhani, Paton ka bara, Padardi kalan, Piploon, Baamsin, Baalu, Bijliya, Bhallaron ka bada, Bhakharpura, Bhagwa, Bhatikhera, Bhanawas, Bheemgoda, Bhilon ki dhani, Majal, Mawdi, Mahilawas, Mangla , Mangi, Mubari, Meli , Mokalsar, Ramaniya, Railon ki Dhani, Lalana , Ludarada , Valiyana, Harmalpur, Hemawas, Samdadi, Sariyadevi nagar, Samuja, Siner, Siwana, Suily, Saila, Ramdev Nagar.

Tehsil - Siwana District - Barmer State - Rajasthan

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Khasra Number - List of villages and khasra numbers of the lease area as given by Office of the Asst. Mining Engineer, DMG, Jalore (Rajasthan) is enclosed as Annexure – II. Status of land - Gair mumkin nadi, nallah. Area - 19011.89 hectare Period - Validity period is 5 years from the date of agreement. g) Superimposed map of proposed area on revenue map, duly attested by the concerned Tehsildar/ SDO Surveyed map of the proposed river area superimposed with the Khasara no and area as given by applicant is enclosed as Plate – 03. h) Infrastructure facilities: Nearest railway station Samdari Jn. – 3.21 km – N of the lease. Balotara Jn. – 14.8 km – E of the lease Parlu, Bamsin, Mahilawas, Jethantri, Ajit and Mokalsar Police station Siwana and Samdari Police Station Post office Available in nearby villages i.e. Siwana, Jethantri, Mangla, Samdari, Mokalsar, Padru, Dharna, Majal Medical facilities Govt. Hospital at Siwana Dispensary at Jethantri, Mangla, Mokalsar, Padru Electricity JdVVNL electrical supply is available in all nearby villages Education facilities Sr. Sc. School at Siwana Mode of transportation of Mineral Bajri will be transported by hired trucks. Loaded mineral trucks will travel on Kuccha road made for plying of trucks, for a short distances of 1 to 1.5 kms and then on tar road. No. of such temporary road will provide access to the river bed and the movement of loaded trucks . As the lease area stretches in a length of around 147.4 km. Working will be carried out in number of blocks. Each Block will have its outlet meeting the tar road and then finally to SH-66 from where the mineral is sent to various destinations. Similarly,

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mineral will be transported on the other side of the river by hired trucks through approach roads and finally merging with SH 66 for final destination. River/ canal/ port None within the lease area.

3.1 No. of Existing Mining Pits, their dimesnsion and locations Mineral Bajri is the critical component in construction activities. Presently the mineral is permited to be removed by DMG department. Royalty and other dues are collected by Government authoritised agencies at various checkpoints called “Naka’s”. Activities are confined at various locations along the river course. Bajri from tehsil Siwana is transported from the road network on the both sides, ultimately to various destinations. Surface plan is enclosed as Plate – 04.

3.2 Physiography and Drainage Physiography: Rajasthan desert is predominantly characterised by three land forms: 1) Sandy stretch of Thar with sand dunes 2) Plains 3) Hills Hillock, salty marsh land, gravel shifting sand dunes, fragments of rock, scrub vegetation and rare oasis are scattered over the vast sandy expanse of the Thar Desert. Interestingly, according to paleontologists, the present day scrub land of Rajasthan was said to hve lush vegetation in the distant past. They discovered that Rajasthan was the stamping ground of Dinosaurs and their ascendents some 300 million years ago. The district experiences arid type of climate. Mean annual rainfall (1971-2005) of the district is 281.8 mm. Almost 90% of the total annual rainfall is received during the southwest monsoon, which enters the district in the first week of July and withdraws in the mid of September. As the district lies in the desert area, extreme of heat in summer and cold in winter is the characteristic of the desert. Both day and night temperature increases gradually and reaches their maximum values in May and June. The temperature varies from 48 degree in summer to 2 degree in winter. Atmosphere is generally dry except during the monsoon period. The humidity is highest in August with mean daily relative humidity is 43%. The annual maximum potential evapotranspiration in the district is 1850 mm and it is highest (260 mm) in the month of May and lowest (77 mm) in the month of December. 20

Geographically, the area as a whole forms a part of the Great Indian Desert. A part from a small off shoot of the Aravalli hills in the east, the area is a vast sandy tract. The country west of Luni River represents sandy plain dotted with bold hills. A well defined valley is one of which is observed along Barmer-Gadra road to the east of Kharin. Pachpadra, Sanwarla and Thob are the major salt lakes in the district. A salt lake locally called Rann is located east of Redana village. The surface elevation of the district varies from 70m MSL at Sindhari to 457 m above mean sea level at Ghonia village. The only major drainage course in the area is Luni River, which flows from Samdari, passing through . The river is ephemeral, flowing only in response to heavy precipitation. In the year of drought there is no run off. (District Groundwater Brochure) Toposheet is enclosed as Plate – 02.

3.2 Geology of the Area 3.2.1 Regional Geology The Geology of the district is obscured by extensive desert sand & sand of dunes. The rock formations are mostly exposed in patches. The general statigraphic succession worked out by Geological Survey of is as under:

Table 4: Geological Succession FORMATION AGE LITHOLOGY Recent to sub recent Sand, sandy soil, kankar, vast gypsum & selenite deposit Kapurdi formation Lower to middle Fuller's earth Eocene Mandhi formation & Lower Eocene to upper Clays & ferruginous sandstone grey & Akli formation Paleocene black shales with or without lignite inter calations, bentonite, siliceous earth Fatehgarh formation Middle Paleocene to Sandstone. upper cretaceous. Lathi formation Triassic – Jurassic Sandstone Malani igneous rock Late Precambrian Rhyolite granites & associated intrusives Source: Geological Survey of India

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The malani igneous suits of rocks are most extensive & are oldest in the area. They consist of volcanic rocks, rhyolites granites & associated intrusives like basic dykes aplites & quartz veins. Beside these volcanics, other rocks exposed in the area are sandstone belonging to Lathi, Fatehgarh & Mandhi formations, Akli & Kapurdi formations constituted by bentonite & Fuller's earth. They are soft, in the plains & mostly coved under blown sand.

3.2.2 Local Geology Soil/ alluvium varying in thickness from 10 to 15 m constitute the top horizons in the area suitable for agriculture. Luni, Sukri, Ver, Luni Wala and Mamaji ka Wala Rivers meander through the area exposing the alluvium and soil at the banks. Hard rock is exposed at places along the banks in the lease area. Bajri is found in the river bed. This bed is presently dry and water flows only during the rainy season. Geological map and section are enclosed as Plate – 05 (A) & (B). In Siwana Tehsil, Bajri will be obtained from river bed of Luni, Sukri, Ver, Luni Wala and Mamaji ka Wala.

3.3 Reserve 3.3.1 Method of Estimation of Reserve For the systematic excavation and operation, river stretch of 73 villages will be divided into seven (7) numbers of blocks, as per the details given below: Total blocks = 7 Total area = 19011.89 ha Table -5: Block Details BLOCK - A BLOCK - B S. No. Block Name Area (Ha.) S. No. Block Name Area (Ha.) 1 Godo ka Bara 167.07 1 Kharantiya 437.33 2 Paton ka Bara 975.03 2 Majal 8.03 Total 1142.1 3 Kotri 1331.71

4 Charno ka Bara 310.04 5 Bhanawas 119.23 Total 2206.34

BLOCK - C BLOCK - D S. No. Block Name Area (Ha.) S. No. Block Name Area (Ha.) 1 Bamsin 858.38 1 Jethantri 1475.18

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2 Samdari 627.24 2 Lalana 878.68 3 Devliyali 520.37 3 Mangla 106.27 Total 2005.99 Total 2460.13

BLOCK – E BLOCK - F

S. No. Block Name Area (Ha.) S. Block Name Area (Ha.) 1 Indrana 418.29 No. 2 Gudanal 491.86 1 Thapan 518.23 3 Naal 204.35 2 Meli 197.49 4 Piplun 607.71 3 Khakharlai 82.29 5 Goliya 180.26 4 Nai Khakharlai 45.05 6 Gungrot 401.51 5 Mahilawas 410.01 Total 2303.98 6 Junakhera Motisara 58.10 Total 1311.17 BLOCK – G

S. No. Block Name Area (Ha.) 1 Ramaniya 178.45 2 Kathari 394.41 3 Dhira 908.89 4 Mangi 506.01 5 Jinpur 353.73 6 Sela 204.28 7 Mubari 142.11 8 Bhagwa 74.15 9 Telwara 451.87 Total 3213.9 Total Area of Blocks A+ B+ C+ D + E + F + G = 14643.61 ha.  Un-worked Area = 4368.28 hectare.  No working in following 39 villages will be undertaken during plan period because of scattered locations. However, if required necessary activities will be carried out.

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Table 5.1: Unworked villages SR. NO. NAME OF VILL AGE TOTAL AREA (ha.) 1 ANNPURNA 2 ARJIYANA 3 KUNDAL 4 KUPAWAS 5 KALYAN SINGH KI DHANI 6 KUSIP 7 KANKHI 8 KHERA KHINDAWDA 9 KHETASAR 10 TIKAMPURA 11 THAKARKHERA 12 TANDABERA 13 THANMATA HINGLAJ 14 DANTALA 15 DEVENDI 16 DHARNA 17 NIMBESHWAR 18 PARIHARON KI DHANI 19 PADARDI KALAN 4368.28 20 BALU 21 BIJLIYA 22 BHALARON KA BARA 23 BAKHARPURA 24 BHATI KHERA 25 BHIMGODA 26 BHILON KI DHANI 27 MAWADI 28 MOKALSAR 29 RELON KI DHANI 30 LUDRANA 31 VALIYANA 32 HARMALPURA 33 HEMAWAS 34 SARIYA DEVI NAGAR 35 SAMUJA 36 SINER 37 SIWANA 38 SUILI 39 RAMDEV NAGAR

PROVED RESERVES a) Survey was carried out along the river bed as per the area allocated in different villages; vide list given by Office of AME, Jalore, DMG – Rajasthan. This is the basic document

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provided by the authorities. Khasra plan was provided by the applicant. Sections were drawn at 200 m intervals along the course of the river. Details are given in the section plan, enclosed as Plate – 06(A) & 06(B). b) As per Rule 18 of Rules, 2012 of RMMCR, 1986 clause 32 stipulates “In case of mining lease of mineral Bajri, the lessee/ lessees shall abstain from mining beyond depth of 3.0 m from the surface and below the water in such a manner that natural path of river/ nallah is not altered”. c) Further as per notification no. F-14(1) Mines/ Gr11/ 2012 dated 21 June, 2012 from Dy. Secretary to Government of Rajasthan clause 3 “ No person shall excavate Bajri beyond the depth of 3.0 m from the surface below the water level of river/ nallah and within 45 m of any rail/ road bridge ”. d) Two bridges exist in the lease area. A safety zone of 45 m will be left on both sides. No mining activities will be done in this safety zone. e) Total no. of 34 roads exist in the lease area. A safety zone of 45 m will be left on both sides of these roads. No mining activities will be done in this safety zone. f) Working area as per Khasra numbers is confined in Tehsil Siwana only. A barrier of 7.5 m width on both sides of the banks of the river/ drainages likely to be worked will be left to protect side collapse/scouring and riparian vegetation. g) Total 10 no’s of wells are located in the river bed supplying water to nearby villages. A safety zone of 45.0 m radius is being earmarked for the wells located in the river bed. h) River is not having any water flow during post monsoon period and river bed remains dry. i) Mineral reserves are calculated up to 3 m depth from river bed surface RL. a) All reserves are proved reserves.

SECTIONS Survey was conducted of the entire patch and sections were drawn at 200 m intervals. This has been considered as influence length for the sections. Detailed calculations, location of sections, sectional area with 3.0 m depth of excavation from surface river bed for the proposed lease area has been carried out. Total reserves/ quantity thus calculated are given below:

25

Table -6: Section Details Table 6.1: Luni Cross Section Av. Cross Chainage Area Section Area Length Reserves Full Half 2400 1044.39 1194.795 0 0 2600 1161.81 1103.1 200 220620 2800 1175.19 1168.5 200 233700 3000 1359.39 1267.29 200 253458 3200 1441.32 1400.355 200 280071 3400 1503.18 1472.25 200 294450 3600 1662.69 1582.935 200 316587 3800 1119.03 1390.86 200 278172 4000 887.34 1003.185 200 200637 4200 826.5 856.92 200 171384 4400 666.54 746.52 200 149304 4600 458.58 562.56 200 112512 4800 300.33 379.455 200 75891 5000 55.98 178.155 200 35631 6400 836.82 446.4 0 0 6600 814.5 825.66 200 165132 6800 983.97 899.235 200 179847 7000 1412.7 1198.335 200 239667 7200 917.16 1164.93 200 232986 7400 856.62 886.89 200 177378 7600 737.55 797.085 200 159417 7800 705.18 721.365 200 144273 8000 706.05 705.615 200 141123 8200 756.75 731.4 200 146280 8400 900 828.375 200 165675 8600 1120.62 1010.31 200 202062 8800 1419.69 1270.155 200 254031 9000 1500 1459.845 200 291969 9200 2028.6 1764.3 200 352860 9400 2119.62 2074.11 200 414822 9600 2193.6 2156.61 200 431322 9800 2020.89 2107.245 200 421449 10000 2042.43 2031.66 200 406332 10200 2137.89 2090.16 200 418032

26

10400 2160.99 2149.44 200 429888 10600 2141.43 2151.21 200 430242 10800 2137.53 2139.48 200 427896 11000 1984.26 2060.895 200 412179 11200 1839.18 1911.72 200 382344 11400 1633.56 1736.37 200 347274 11600 1723.77 1678.665 200 335733 11800 2021.79 1872.78 200 374556 12000 1846.53 1934.16 200 386832 12200 1783.38 1814.955 200 362991 12400 1933.68 1858.53 200 371706 12600 1858.44 1896.06 200 379212 12800 1735.11 1796.775 200 359355 13000 1661.94 1698.525 200 339705 13200 731.76 1196.85 200 239370 13400 252.84 492.3 200 98460 13600 1462.47 857.655 200 171531 13800 1481.55 1472.01 200 294402 14000 1545.78 1513.665 200 302733 14200 1368.69 1457.235 200 291447 14400 1185.96 1277.325 200 255465 14600 1138.11 1162.035 200 232407 14800 982.14 1060.125 200 212025 15000 1000.95 991.545 200 198309 15200 1018.02 1009.485 200 201897 15400 654.75 836.385 200 167277 15600 484.59 569.67 200 113934 15800 267.3 375.945 200 75189 16000 152.64 209.97 200 41994 16200 181.5 167.07 200 33414 16400 205.56 193.53 200 38706 16600 481.53 343.545 200 68709 16800 750 615.765 200 123153 17000 1498.53 1124.265 200 224853 17200 1445.1 1471.815 200 294363 17400 1247.52 1346.31 200 269262 17600 1255.05 1251.285 200 250257 17800 1399.02 1327.035 200 265407 18000 1440.06 1419.54 200 283908 18200 1563.48 1501.77 200 300354 18400 1969.74 1766.61 200 353322

27

18600 2471.94 2220.84 200 444168 18800 2917.32 2694.63 200 538926 19000 3382.98 3150.15 200 630030 19200 3543.27 3463.125 200 692625 19400 3461.19 3502.23 200 700446 19600 3150.87 3306.03 200 661206 19800 2269.71 2710.29 200 542058 20000 1974.57 2122.14 200 424428 20200 1868.49 1921.53 200 384306 20400 2022.27 1945.38 200 389076 20600 1920.66 1971.465 200 394293 20800 1782.63 1851.645 200 370329 21000 1599.12 1690.875 200 338175 21200 1640.52 1619.82 200 323964 21400 1645.83 1643.175 200 328635 21600 1686.39 1666.11 200 333222 21800 1566.84 1626.615 200 325323 22000 1609.23 1588.035 200 317607 22200 1581.6 1595.415 200 319083 22400 1404.39 1492.995 200 298599 22600 1411.95 1408.17 200 281634 22800 1440.75 1426.35 200 285270 23000 1447.35 1444.05 200 288810 23200 1819.89 1633.62 200 326724 23400 2975.28 2397.585 200 479517 23600 3076.47 3025.875 200 605175 23800 3162.75 3119.61 200 623922 24000 3112.05 3137.4 200 627480 24200 3329.13 3220.59 200 644118 24400 3914.58 3621.855 200 724371 24600 3834.27 3874.425 200 774885 24800 3363.96 3599.115 200 719823 25000 2789.91 3076.935 200 615387 25200 2659.14 2724.525 200 544905 25400 2723.73 2691.435 200 538287 25600 3185.1 2954.415 200 590883 27400 2089.77 2637.435 0 0 27600 2219.97 2154.87 200 430974 27800 2332.32 2276.145 200 455229 28000 2231.13 2281.725 200 456345 28200 2165.82 2198.475 200 439695

28

28400 2489.91 2327.865 200 465573 28600 2363.85 2426.88 200 485376 28800 1809.9 2086.875 200 417375 29000 1468.02 1638.96 200 327792 29200 4419.93 2943.975 200 588795 29400 3959.1 4189.515 200 837903 29600 3793.23 3876.165 200 775233 29800 3822.36 3807.795 200 761559 30000 3656.04 3739.2 200 747840 30200 2898.51 3277.275 200 655455 30400 2282.07 2590.29 200 518058 30600 2052.21 2167.14 200 433428 30800 2236.08 2144.145 200 428829 31000 2194.71 2215.395 200 443079 31200 2084.67 2139.69 200 427938 31400 1974.87 2029.77 200 405954 31600 1808.43 1891.65 200 378330 31800 1952.91 1880.67 200 376134 32000 2001.75 1977.33 200 395466 32200 2069.82 2035.785 200 407157 32400 2237.1 2153.46 200 430692 32600 2441.49 2339.295 200 467859 32800 2628.57 2535.03 200 507006 33000 2373.18 2500.875 200 500175 33200 1900.92 2137.05 200 427410 33400 1682.4 1791.66 200 358332 33600 1912.41 1797.405 200 359481 33800 1853.37 1882.89 200 376578 34000 2007.42 1930.395 200 386079 34200 2024.34 2015.88 200 403176 34400 2035.44 2029.89 200 405978 34600 2077.26 2056.35 200 411270 40200 849 1463.13 0 0 40400 930 889.5 200 177900 40600 1017 973.5 200 194700 40800 1161 1089 200 217800 41000 1290 1225.5 200 245100 41200 1392 1341 200 268200 41400 1458 1425 200 285000 41600 1422 1440 200 288000 41800 1422 1422 200 284400

29

42000 1344 1383 200 276600 42200 1362 1353 200 270600 42400 1365 1363.5 200 272700 42600 1359 1362 200 272400 42800 1347 1353 200 270600 43000 1245 1296 200 259200 43200 1167 1206 200 241200 43400 1113 1140 200 228000 43600 1083 1098 200 219600 TOTAL 32,400 5,71,02,378

Table 6.2: Part 2 Cross Av. Cross Section Section Chainage Area Area Length Reserves 2800 1128 1268.163 0 0 3000 885.327 1006.6635 200 201332.7 3200 829.77 857.5485 200 171509.7 3400 843.081 836.4255 200 167285.1 3600 792.771 817.926 200 163585.2 3800 692.538 742.6545 200 148530.9 4000 615.057 653.7975 200 130759.5 4200 603.516 609.2865 200 121857.3 4400 609.579 606.5475 200 121309.5 4600 643.449 626.514 200 125302.8 4800 652.752 648.1005 200 129620.1 TOTAL 2,000 14,81,093

Table 6.3: Sukri Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 708.915 0 0 0 200 1144.137 926.526 200 185305.2 400 1766.952 1455.5445 200 291108.9 600 1722.222 1744.587 200 348917.4 800 1552.71 1637.466 200 327493.2 1000 1189.839 1371.2745 200 274254.9 1200 1105.914 1147.8765 200 229575.3 1400 984.411 1045.1625 200 209032.5 1600 1099.221 1041.816 200 208363.2 1800 932.106 1015.6635 200 203132.7

30

2000 955.509 943.8075 200 188761.5 2200 919.725 937.617 200 187523.4 2400 804.066 861.8955 200 172379.1 2600 845.34 824.703 200 164940.6 2800 873.696 859.518 200 171903.6 3000 964.08 918.888 200 183777.6 3200 751.59 857.835 200 171567 3400 581.172 666.381 200 133276.2 4800 1066.806 1054.0635 0 0 5000 938.325 1002.5655 200 200513.1 5200 731.763 835.044 200 167008.8 5400 456.564 594.1635 200 118832.7 5600 467.463 462.0135 200 92402.7 5800 475.041 471.252 200 94250.4 6000 639.657 557.349 200 111469.8 6200 908.508 774.0825 200 154816.5 6400 614.64 761.574 200 152314.8 6600 295.257 454.9485 200 90989.7 6800 230.175 262.716 200 52543.2 7000 217.899 224.037 200 44807.4 7200 275.037 246.468 200 49293.6 7400 324.636 299.8365 200 59967.3 7600 182.37 253.503 200 50700.6 7800 156.609 169.4895 200 33897.9 8000 148.914 152.7615 200 30552.3 8200 206.895 177.9045 200 35580.9 8400 276.939 241.917 200 48383.4 8600 288.774 282.8565 200 56571.3 8800 501.846 395.31 200 79062 9000 468.399 485.1225 200 97024.5 9200 345.21 406.8045 200 81360.9 9400 394.278 369.744 200 73948.8 9600 536.145 465.2115 200 93042.3 9800 728.655 632.4 200 126480 10000 308.253 518.454 200 103690.8 10200 232.416 270.3345 200 54066.9 10400 174.339 203.3775 200 40675.5 10600 142.29 158.3145 200 31662.9 10800 173.052 157.671 200 31534.2 11000 600.705 386.8785 200 77375.7 11200 607.764 604.2345 200 120846.9

31

11400 665.922 636.843 200 127368.6 11600 577.866 621.894 200 124378.8 11800 456.801 517.3335 200 103466.7 12000 566.637 511.719 200 102343.8 12200 651.057 608.847 200 121769.4 12400 519.156 585.1065 200 117021.3 12600 597.06 558.108 200 111621.6 TOTAL 11,200 71,14,950.3

Table 6.4: Ver Nadi (Part 1) Cross Av. Cross Section Section Chainage Area Area Length Reserves 800 346.02 400.45 0 0 1000 612.235 479.1275 200 95825.5 1200 514.855 563.545 200 112709 1400 229.62 372.2375 200 74447.5 1600 369.555 299.5875 200 59917.5 1800 289.58 329.5675 200 65913.5 2000 369.135 329.3575 200 65871.5 4400 573.93 408.35 0 0 4600 874.15 724.04 200 144808 4800 943.74 908.945 200 181789 5000 969.47 956.605 200 191321 5200 1074.605 1022.0375 0 0 5400 622.71 848.6575 200 169731.5 5600 445.705 534.2075 200 106841.5 5800 544.97 495.3375 200 99067.5 6000 530.845 537.9075 200 107581.5 6200 661.2 596.0225 200 119204.5 6400 822.07 741.635 200 148327 6600 872.295 847.1825 200 169436.5 6800 817.09 844.6925 200 168938.5 7000 822.28 819.685 200 163937 7200 656.335 739.3075 200 147861.5 7400 706.905 681.62 200 136324 7600 422.6 564.7525 200 112950.5 7800 356.16 389.38 200 77876 8000 747.91 552.035 200 110407 8200 992.19 870.05 200 174010 8400 1259.635 1125.9125 200 225182.5

32

8600 792.685 1026.16 200 205232 8800 414.355 603.52 200 120704 9000 379.815 397.085 200 79417 9200 406.38 393.0975 200 78619.5 9400 485.345 445.8625 200 89172.5 9600 561.18 523.2625 200 104652.5 9800 422.54 491.86 200 98372 10000 324.445 373.4925 200 74698.5 10200 470.41 397.4275 200 79485.5 10400 631.67 551.04 200 110208 10600 546.89 589.28 200 117856 10800 373.865 460.3775 200 92075.5 11000 292.255 333.06 200 66612 11200 409.935 351.095 200 70219 11400 473.5 441.7175 200 88343.5 11600 525.125 499.3125 200 99862.5 11800 344.96 435.0425 200 87008.5 12000 351.765 348.3625 200 69672.5 12200 625.815 488.79 200 97758 12400 852.7 739.2575 200 147851.5 12600 831.19 841.945 200 168389 12800 728.755 779.9725 200 155994.5 13000 817.37 773.0625 200 154612.5 13200 957.705 887.5375 200 177507.5 13400 754.045 855.875 200 171175 13600 535.305 644.675 200 128935 13800 532.555 533.93 200 106786 14000 529.685 531.12 200 106224 14200 564.575 547.13 200 109426 14400 629.285 596.93 200 119386 14600 524.87 577.0775 200 115415.5 14800 343.35 434.11 200 86822 15000 287.135 315.2425 200 63048.5 15200 405.87 346.5025 200 69300.5 15400 554.265 480.0675 200 96013.5 15600 656.4 605.3325 200 121066.5 15800 516.54 586.47 200 117294 16000 605.135 560.8375 200 112167.5 16200 598.235 601.685 200 120337 16400 634.98 616.6075 200 123321.5 16600 778.51 706.745 200 141349

33

16800 499.325 638.9175 200 127783.5 17000 298.635 398.98 200 79796 17200 345.995 322.315 200 64463 17400 662.56 504.2775 200 100855.5 17600 733.395 697.9775 200 139595.5 17800 427.95 580.6725 200 116134.5 18000 300.685 364.3175 200 72863.5 18200 335.48 318.0825 200 63616.5 18400 372.145 353.8125 200 70762.5 18600 412.56 392.3525 200 78470.5 18800 393.435 402.9975 200 80599.5 19000 503.615 448.525 200 89705 19200 1107.74 805.6775 200 161135.5 19400 1087.94 1097.84 200 219568 19600 479.43 783.685 200 156737 19800 424.705 452.0675 200 90413.5 20000 320.96 372.8325 200 74566.5 20200 404.075 362.5175 200 72503.5 20400 245.335 324.705 200 64941 20600 344.355 294.845 200 58969 20800 841.01 592.6825 200 118536.5 21000 1330.48 1085.745 200 217149 21200 459.74 895.11 200 179022 21400 566.34 513.04 200 102608 21600 324.675 445.5075 200 89101.5 21800 289.385 307.03 200 61406 22000 335.385 312.385 200 62477 22200 435.66 385.5225 200 77104.5 22400 507.83 471.745 200 94349 22600 377.07 442.45 200 88490 22800 451.81 414.44 200 82888 23000 215.34 333.575 200 66715 23200 134.715 175.0275 200 35005.5 23400 122.725 128.72 200 25744 23600 237.21 179.9675 200 35993.5 23800 334.535 285.8725 200 57174.5 24000 288.57 311.5525 200 62310.5 24200 410.485 349.5275 200 69905.5 24400 247.635 329.06 200 65812 24600 182.685 215.16 200 43032 24800 137 159.8425 200 31968.5

34

25000 0 68.5 200 13700 TOTAL 21,600 1,14,36,643

Table 6.5: Ver Nadi (Part 2) Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 937.38 0 0 0 200 739.23 838.305 200 167661 400 576.96 658.095 200 131619 600 323.19 450.075 200 90015 800 215.46 269.325 200 53865 1000 138.03 176.745 200 35349 1200 273.3 205.665 200 41133 TOTAL 1,200 5,19,642

Table 6.6: Ver Nadi (Part 3) Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 0 0 0 0 200 189 94.5 200 18900 400 114 151.5 200 30300 600 60 87 200 17400 800 246 153 200 30600 1000 204 225 200 45000 1200 285 244.5 200 48900 1400 153 219 200 43800 1600 78 115.5 200 23100 1800 357 217.5 200 43500 2000 195 276 200 55200 2200 222 208.5 200 41700 2400 246 234 200 46800 2600 237 241.5 200 48300 2800 216 226.5 200 45300 3000 192 204 200 40800 3200 117 154.5 200 30900 3400 174 145.5 200 29100 3600 438 306 200 61200 3800 354 396 200 79200 4000 372 363 200 72600

35

4200 378 375 200 75000 4400 396 387 200 77400 4600 435 415.5 200 83100 4800 327 381 200 76200 5000 279 303 200 60600 5200 600 439.5 200 87900 5400 204 402 200 80400 5600 216 210 200 42000 5800 321 268.5 200 53700 6000 333 327 200 65400 6200 348 340.5 200 68100 6400 333 340.5 200 68100 6600 327 330 200 66000 TOTAL 6,600 17,56,500

Cross Av. Cross Section Section Chainage Area Area Length Reserves 200 198.69 223.365 0 0 400 147.12 172.905 200 34581 600 143.16 145.14 200 29028 800 114.63 128.895 200 25779 1000 127.5 121.065 200 24213 1200 129.42 128.46 200 25692 1400 136.8 133.11 200 26622 1600 143.28 140.04 200 28008 1800 156.42 149.85 200 29970 2000 141.48 148.95 200 29790 2200 169.05 155.265 200 31053 2400 226.98 198.015 200 39603 2600 179.07 203.025 200 40605 2800 185.04 182.055 200 36411 3000 216.09 200.565 200 40113 3200 303.27 259.68 200 51936 3400 218.13 260.7 200 52140 3600 197.76 207.945 200 41589 3800 240.21 218.985 200 43797 4000 230.49 235.35 200 47070 4200 324.9 277.695 200 55539 4400 220.56 272.73 200 54546 4600 139.83 180.195 200 36039 4800 182.61 161.22 200 32244 36

5000 185.04 183.825 200 36765 5200 228.27 206.655 200 41331 5400 172.74 200.505 200 40101 5600 160.02 166.38 200 33276 5800 133.65 146.835 200 29367 6000 175.71 154.68 200 30936 6200 154.02 164.865 200 32973 6400 151.8 152.91 200 30582 6600 194.55 173.175 200 34635 6800 317.61 256.08 200 51216 7000 163.32 240.465 200 48093 7200 201.57 182.445 200 36489 7400 202.65 202.11 200 40422 7600 220.53 211.59 200 42318 7800 215.58 218.055 200 43611 8000 230.16 222.87 200 44574 8200 216 223.08 200 44616 8400 190.65 203.325 200 40665 8600 203.4 197.025 200 39405 8800 167.49 185.445 200 37089 9000 241.2 204.345 200 40869 9200 489.18 365.19 200 73038 9400 235.53 362.355 200 72471 9600 264.33 249.93 200 49986 9800 235.05 249.69 200 49938 10000 209.46 222.255 200 44451 10200 177.21 193.335 200 38667 10400 162.75 169.98 200 33996 10600 160.74 161.745 200 32349 10800 191.97 176.355 200 35271 11000 161.04 176.505 200 35301 11600 191.28 174.135 0 0 11800 164.67 177.975 200 35595 12000 118.08 141.375 200 28275 12200 190.77 154.425 200 30885 12400 151.62 171.195 200 34239 12600 194.82 173.22 200 34644 12800 160.8 177.81 200 35562 13000 174.57 167.685 200 33537 13200 168.24 171.405 200 34281 13400 236.25 202.245 200 40449

37

13600 237.12 236.685 200 47337 TOTAL 12,800 24,95,973

Table 6.7: Mamaji ka Wala Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 0 0 0 0 200 153.06 76.53 200 15306 400 171.72 162.39 200 32478 600 178.95 175.335 200 35067 800 213.87 196.41 200 39282 1000 170.67 192.27 200 38454 1200 146.88 158.775 200 31755 1400 207.69 177.285 200 35457 1600 171.3 189.495 200 37899 1800 212.13 191.715 200 38343 2000 131.88 172.005 200 34401 2200 161.52 146.7 200 29340 2400 150.87 156.195 200 31239 2600 193.89 172.38 200 34476 2800 372.66 283.275 200 56655 3000 106.59 239.625 200 47925 3200 126.03 116.31 200 23262 3400 139.26 132.645 200 26529 3600 153.21 146.235 200 29247 3800 107.04 130.125 200 26025 4000 170.67 138.855 200 27771 4200 181.56 176.115 200 35223 4400 165.81 173.685 200 34737 4600 181.17 173.49 200 34698 4800 128.52 154.845 200 30969 5000 252.87 190.695 200 38139 5200 201.24 227.055 200 45411 5400 130.17 165.705 200 33141 5600 190.41 160.29 200 32058 5800 206.37 198.39 200 39678 6000 135.93 171.15 200 34230 6200 134.22 135.075 200 27015 6400 154.62 144.42 200 28884 6600 193.5 174.06 200 34812

38

6800 254.61 224.055 200 44811 7000 246.99 250.8 200 50160 7200 219.87 233.43 200 46686 7400 192.9 206.385 200 41277 7600 157.98 175.44 200 35088 7800 159.75 158.865 200 31773 8000 143.31 151.53 200 30306 8200 108.57 125.94 200 25188 8400 154.26 131.415 200 26283 8600 184.95 169.605 200 33921 8800 193.08 189.015 200 37803 9000 167.91 180.495 200 36099 9200 266.43 217.17 200 43434 9400 164.61 215.52 200 43104 9600 219.09 191.85 200 38370 9800 159.87 189.48 200 37896 10000 0 79.935 200 15987 TOTAL 10,000 17,38,092

Table 6.8: Thapan (Part 1) Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 0 0 0 0 200 141.42 70.71 200 14142 400 230.46 185.94 200 37188 600 384.72 307.59 200 61518 800 360.06 372.39 200 74478 1000 188.4 274.23 0 0 1200 307.05 247.725 200 49545 1400 177.69 242.37 200 48474 1600 152.16 164.925 200 32985 1800 316.17 234.165 200 46833 2000 401.76 358.965 200 71793 2200 399.9 400.83 200 80166 2400 192.96 296.43 200 59286 2600 461.52 327.24 200 65448 2800 251.7 356.61 200 71322 3000 177.96 214.83 200 42966 3200 181.5 179.73 200 35946 3400 224.85 203.175 200 40635

39

3600 109.02 166.935 200 33387 3800 176.1 142.56 200 28512 TOTAL 3,600 8,94,624

Table 6.9: Thapan (Part 2) Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 101.55 0 0 0 200 196.95 149.25 200 29850 400 237.33 217.14 200 43428 600 269.91 253.62 200 50724 800 162.87 216.39 200 43278 1000 196.65 179.76 200 35952 TOTAL 1,000 2,03,232

Table 6.10: Thapan (Part 3) Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 173.19 0 0 0 200 205.56 189.375 200 37875 400 205.62 205.59 200 41118 600 259.05 232.335 200 46467 800 209.73 234.39 200 46878 1000 235.8 222.765 200 44553 1200 156.96 196.38 200 39276 1400 265.08 211.02 200 42204 1600 253.98 259.53 200 51906 1800 169.2 211.59 200 42318 2000 256.23 212.715 200 42543 2200 230.67 243.45 200 48690 2400 222.45 226.56 200 45312 2600 202.98 212.715 200 42543 2800 99.51 151.245 200 30249 TOTAL 2,800 6,01,932

Table 6.11: Luni Wala Cross Av. Cross Section Section Chainage Area Area Length Reserves

40

0 290.85 0 0 0 200 222.03 256.44 200 51288 400 286.29 254.16 200 50832 600 488.46 387.375 200 77475 800 303.18 395.82 200 79164 1000 234.9 269.04 200 53808 1200 504.9 369.9 200 73980 1400 547.08 525.99 200 105198 1600 687.69 617.385 200 123477 1800 495.18 591.435 200 118287 2000 563.73 529.455 200 105891 2200 470.19 516.96 200 103392 2400 290.1 380.145 200 76029 2600 572.19 431.145 200 86229 2800 495.51 533.85 200 106770 3000 439.77 467.64 200 93528 3200 781.53 610.65 200 122130 3400 401.88 591.705 200 118341 3600 435.72 418.8 200 83760 3800 606.33 521.025 200 104205 4000 441.54 523.935 200 104787 4200 379.38 410.46 200 82092 4400 441.93 410.655 200 82131 4600 546.39 494.16 200 98832 4800 653.73 600.06 200 120012 5000 608.7 631.215 200 126243 5200 646.08 627.39 200 125478 5400 447.66 546.87 200 109374 5600 263.07 355.365 200 71073 5800 394.38 328.725 200 65745 6000 510.33 452.355 200 90471 6200 544.26 527.295 200 105459 6400 463.23 503.745 200 100749 6600 801.39 632.31 200 126462 6800 1379.31 1090.35 200 218070 7000 1584.63 1481.97 200 296394 7200 1302.33 1443.48 200 288696 7400 913.89 1108.11 200 221622 7600 1217.55 1065.72 200 213144 7800 1341.63 1279.59 200 255918 8000 975.93 1158.78 200 231756

41

8200 929.22 952.575 200 190515 8400 690.93 810.075 200 162015 8600 369.81 530.37 200 106074 9000 644.73 559.38 0 0 9200 794.34 719.535 200 143907 9400 684.09 739.215 200 147843 9600 438.99 561.54 200 112308 9800 488.79 463.89 200 92778 10000 700.47 594.63 200 118926 10200 924.9 812.685 200 162537 10400 1067.64 996.27 200 199254 10600 562.62 815.13 200 163026 10800 334.38 448.5 200 89700 11000 459.78 397.08 200 79416 11200 704.1 581.94 200 116388 11400 867.75 785.925 200 157185 11600 528.24 697.995 200 139599 11800 319.02 423.63 200 84726 12000 1214.46 766.74 200 153348 12200 1307.61 1261.035 200 252207 12400 1019.88 1163.745 200 232749 12600 889.26 954.57 200 190914 12800 742.68 815.97 200 163194 13000 380.94 561.81 200 112362 13200 425.58 403.26 200 80652 13400 578.25 501.915 200 100383 13600 737.16 657.705 200 131541 13800 435.33 586.245 200 117249 14000 470.97 453.15 0 0 14200 851.64 661.305 200 132261 14400 939.84 895.74 200 179148 14600 649.83 794.835 200 158967 14800 294.42 472.125 200 94425 15000 374.49 334.455 200 66891 15200 309.45 341.97 200 68394 15400 540.96 425.205 200 85041 15600 929.79 735.375 200 147075 15800 871.65 900.72 200 180144 16000 386.91 629.28 200 125856 16200 387.39 387.15 200 77430 16400 359.79 373.59 200 74718

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16600 131.01 245.4 200 49080 16800 189.72 160.365 200 32073 17000 146.37 168.045 200 33609 17200 319.32 232.845 200 46569 17400 208.38 263.85 200 52770 17600 224.07 216.225 200 43245 17800 146.34 185.205 200 37041 18000 0 73.17 200 14634 TOTAL 17,400 1,03,68,459

Table 6.12: Telwara (Part 1) Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 81.06 0 0 0 200 50.61 65.835 200 13167 400 55.35 52.98 200 10596 600 58.89 57.12 200 11424 800 74.85 66.87 200 13374 1000 70.05 72.45 200 14490 1200 79.8 74.925 200 14985 1400 69.72 74.76 200 14952 1600 72.81 71.265 200 14253 1800 67.98 70.395 200 14079 2000 202.29 135.135 200 27027 2200 117.06 159.675 200 31935 TOTAL 2,200 1,80,282

Table 6.13: Telwara (Part 2) Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 74.49 0 0 0 200 70.32 72.405 200 14481 400 86.01 78.165 200 15633 600 82.98 84.495 200 16899 800 82.59 82.785 200 16557 1000 57.48 70.035 200 14007 1200 61.65 59.565 200 11913 1400 71.49 66.57 200 13314

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1600 40.02 55.755 200 11151 1800 99.21 69.615 200 13923 2000 106.41 102.81 200 20562 2200 93.81 100.11 200 20022 2400 76.83 85.32 200 17064 2600 68.67 72.75 200 14550 2800 117.15 92.91 200 18582 3000 130.95 124.05 200 24810 3200 268.17 199.56 200 39912 3400 282.9 275.535 200 55107 3600 222.57 252.735 200 50547 3800 278.91 250.74 200 50148 4000 204.03 241.47 200 48294 4200 256.56 230.295 200 46059 4400 630.12 443.34 200 88668 4600 652.41 641.265 200 128253 4800 169.41 410.91 200 82182 5000 289.2 229.305 200 45861 5200 202.56 245.88 200 49176 TOTAL 5,200 9,27,675

Table 6.14: Telwara (Part 3) Cross Av. Cross Section Section Chainage Area Area Length Reserves 200 58.98 69.045 0 0 400 65.16 62.07 200 12414 600 84.51 74.835 200 14967 800 86.52 85.515 200 17103 TOTAL 600 44,484 Table 6.15: Ramaniya Cross Av. Cross Section Section Chainage Area Area Length Reserves 0 86.88 0 0 0 200 97.47 92.175 200 18435 400 204.84 151.155 200 30231 600 134.88 169.86 200 33972 800 180.18 157.53 200 31506 1000 228.36 204.27 200 40854 1200 262.26 245.31 200 49062 1400 276.15 269.205 200 53841 44

1600 305.43 290.79 200 58158 1800 186.24 245.835 200 49167 2000 184.59 185.415 200 37083 2200 121.29 152.94 200 30588 2400 121.5 121.395 200 24279 TOTAL 2,400 4,57,176

A) PROVED RESERVES AS PER UNFC CODE (111) Table 6.16: Total Reserves DRAINAGE RESERVES (m3) Luni 5,71,02,378 Part 2 Luni 14,81,093 Sukri 71,14,950 Ver Nadi (Part 1) 1,14,36,643 Ver Nadi (Part 2) 5,19,642 Ver Nadi (Part 3) 17,56,500 Drainage near Meli 24,95,973 Mamaji ka Wala 17,38,092 Thapan (Part 1) 8,94,624 Thapan (Part 2) 2,03,232 Thapan (Part 3) 6,01,932 Luni Wala 1,03,68,459 Telwara (Part 1) 1,80,282 Telwara (Part 2) 9,27,675 Telwara (Part 3) 44,484 Ramaniya 4,57,176 Total Reserves 9,73,23,135

B) BLOCKED RESERVES AS PER UNFC CODE (211 & 222) a) Bridge (2 nos) = 27,540 m3 b) Roads (34 nos) = 19,74,780 m3 c) Wells (10 nos) = 1,90,755 m3 d) Offset against bank and lease boundary (7.5 m) = 59,85,000 m3

TOTAL BLOCKED RESERVES = 81,78,075 m3

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C) MINEABLE RESERVES = A – B = 9,73,23,135 – 81,78,075 = 8,91,45,060 cu.m = 89.14 MCM D) TARGETED PRODUCTION During the 5 year period of lease total extraction is = 20 MCM E) Balance reserves will be = 89.14 - 20 = 69.14 MCM

4.0 Details of Production & Dispatches of Five Years This is a new lease area proposed to be allotted to the applicant. Future production programme has been planned as per the details given below: Production Programme Lease is proposed to be allotted for a period of 5 years only. Lease area consist of 19011.89 ha area in 73 villages (Khasara) in a stretch of 147.4 km. It is proposed to work in 7 blocks as per the details given earlier. Working days have been taken as 280 days per annum for the projection of production. However, working days may be increased depending upon the situation prevailing at the time of execution. Daily production proposed = 20,000 tons/day Production programme is 1000 trips/ day. Capacity is 20 tons Projected Production per Year = 280 x 20,000 = 56,00,000 Tons = 5.6 MMTA Specific Density = 1.40 ton/ cu.m Annual Volumetric Production = 4.0 MCM

Table 7: Five Years Proposed Production Details

Year Block – MMTPA MCM Block - MMTPA MCM Block - MMTPA MCM Block - MMTPA MCM A B Trips/ C D Trips/d day Trips/ Trips/ ay day day I 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 II 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 III 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 IV 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 V 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 150 0.84 0.6 Total 750 4.2 3.0 750 4.2 3.0 750 4.2 3.0 750 4.2 3.0

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Year Block – MMTPA MCM Block - F MMTPA MCM Block - MMTPA MCM TOTAL MMTPA MCM E Trips/ G Trips/ Trips/d day Trips/ day ay day I 150 0.84 0.6 100 0.56 0.4 150 0.84 0.6 1000 5.6 4.0 II 150 0.84 0.6 100 0.56 0.4 150 0.84 0.6 1000 5.6 4.0 III 150 0.84 0.6 100 0.56 0.4 150 0.84 0.6 1000 5.6 4.0 IV 150 0.84 0.6 100 0.56 0.4 150 0.84 0.6 1000 5.6 4.0 V 150 0.84 0.6 100 0.56 0.4 150 0.84 0.6 1000 5.6 4.0 Total 750 4.2 3.0 500 2.8 2.0 750 4.2 3.0 500 28 20

Table 8: Five Years Block wise extraction Area Details are as given below:- HECTARE S. No. Year Block - A Block - B Block - C Block - D 1. I 20 20 20 20 2. II 20 20 20 20 3. III 20 20 20 20 4. IV 20 20 20 20 5. V 20 20 20 20 Total 100 100 100 100 Length of lease 8.0 18.8 7.8 11.0 area (Km) Width of 125 53.2 128.2 90.9 extraction (m)

S. No. Year Block - E Block - F Block - G Total 1. I 20 13.33 20 133.33 2. II 20 13.33 20 133.33 3. III 20 13.33 20 133.33 4. IV 20 13.33 20 133.33 5. V 20 13.33 20 133.33 Total 100 66.65 100 666.65 Length of lease 29.4 30.2 27.8 133 area (Km) Width of 34 22.07 35.97 -- extraction (m)

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5.0 Physical and Geological Characteristics of the Deposit Deposit is moderate quality Bajri. It is widely used in construction, buildings, bridges and other infrastructure. It is free from clay and non sticky in nature.

6.0 Details of Mining Machinery Deployed or to be Deployed and the detail specifications This is a new mining lease. Following equipments are proposed to be deployed for the desired production. Table 9: List of Machinery

S. No. Name of machinery Capacity Nos. 1 Excavators 0.9 to 1.2 m 3 20 2 Tippers/ Trucks 20 tons -- 3 Water Tanker 4000 liters 2 4 Payloader JCB -- 2 5 Light vehicles -- 6

7.0 Method of Mining The proposed project of river bed mining is for extracting Bajri from Luni, Sukri, Ver, Luni Wala and Mamaji ka Wala river bed. As per RMMC Rules, 1986 extraction is limited to 3.0 m depth only from the surface area. Entire stretch of the lease area around 147.4 km long will be divided in to seven blocks for ease of operation, supervision, management and safety. Activities will be carried out as per the production schedule given earlier. Light weight excavators will be deployed for extraction. Mineral will be removed in 3.0 m layer only forming one bench. Mineral will be loaded in trucks of 20 tons capacity. There will be no OB or waste generation as the Bajri is exposed in the river bed. Bench will advance parallel to the banks of the river. Height of bench will be 3.0 m. Width of the bench will be around 20 m, more than the height of the bench. Workings will be restricted within the lease area/ khasra as per the description report. Mining activities will be carried out in a manner so that there is no obstruction to the movement of water flow, if any, during rainy season. The bench will be in the form of slices/ strips parallel to the banks of the river. Roads in the lease area for the movement of loaded trippers/ trucks will not have slopes more than 1 in 20. However, movement of trucks after mineral loading will be towards both sides through approach roads connecting to tar roads.

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7.1 Proposed year wise development for five years Bajri lease is proposed to be granted for a period of five years only. Calendar plan has already been made and details have been given. Sequence of operation has been depicted in Working Plan, Plate No – 06 (A) & 06 (B). Ultimate limit will be 3.0 m below existing bed level as indicated in the working section.

7.2 Proposed rate of production when the mine is fully developed Work will be carried out for 280 days in year. However, working days may be increased depending upon the situation prevailing at the time of execution. Year wise production during the plan period will be as follows:

Table 10: Proposed Production S. Targeted Production (in Targeted Production (in OB/ Waste No. MMTA) MCM) (M 3) 1 5.6 4.0 - 2 5.6 4.0 - 3 5.6 4.0 - 4 5.6 4.0 - 5 5.6 4.0 - Total 28 20 - Conversion factor is 1.4 ton/ m 3

7.3 Mineable reserves and anticipated life of the mine LOI has been issued for a period of 5 years only as per RMMCR (Amendment) 1986 after extraction of targeted production, some quantity of mineral will be available for future. During rainy season there is some replenishment of the mineral, which helps in sustaining the production. Estimated Minable reserves up to 3.0 m available are = 89.14 MCM Anticipated production is = 20 MCM

7.4 Proposed method of mining  Mining activity will be carried out by open cast semi-mechanized method.  Only dry bed mining will be carried out. No in-stream mining will be practiced  Light weight excavators will be used for loading of mineral in tippers.  No OB/ waste material will be produced.  No drilling/ blasting is required as the material is loose in nature.

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 Proper benching of 3.0 m height will be maintained.  Roads will be properly made and sprayed by water for suppression of dust.  Roads in the lease area for the movement of loaded trippers/ trucks will not have slopes more than 1 in 20.  Total extent of lease is 147.4 km.  Extraction activities will start in the blocks from the upstream side to downstream side. This will not obstruct the movement of water, if any, during monsoon period in the river course.  Approach roads from the various blocks as already described earlier will be merging with permanent tar roads on both sides of the river for transportation of the mineral to final destinations.

7.5 Conceptual Mining Plan Proposed mine lease area will be worked in blocks for ease of operation. However, as the digging depth will be restricted to 3.0 m only, material will still be available below. This will be further replenished during rainy season. Blocks will be worked systematically as the width is limited while length is much more. Sequence of working has been shown on Plate no – 06 (B) of Composite plan. As the lease period is only 5 years, some of the area will be left un-worked at the end of lease period.

(i) Final Slope Angle To Be Adopted Thickness of the bench will be limited to 3.0 m only and width will be around 20.0 m. River bank sides will be protected by 7.5 m offset. Bank side natural slope will not be disturbed. However, the height of the bank with respect to river bed is varying from 2.0 to 5.0 m only. This will prevent collapse of bank and erosion.

(ii) Ultimate Capacity Of Dumps There will be no OB removal and waste generation during the plan period. No dumping area is needed. No outside material will be filled up in the extracted zone.

a) Landuse Pattern of Mining Lease Area at Various Stages Land use pattern will be as follows:

Table 11: Land Use Pattern of Mining Lease area at Various Phases

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S. Particulars Present At the End At the end No. land use of 3 rd Year of 5 th year (ha.) (ha.) (ha.) 1. Pit area - 399.99 666.65 2. Dump area - - - 3. Safety Bridge (2) 0.918 0.918 0.918 zone Permanent Roads (34 no.) 65.826 65.826 65.826 Wells (10 no.) 6.36 6.36 6.36 4. Infrastructure (Office, Temp. shelter - 0.80 0.8 etc) 5. Mineral Storage - - - 6. Plantation - - - 7. Un-worked 18938.786 18537.996 18271.336 Total 19011.89 19011.89 19011.89

7.6 Blasting Bajri extraction will not require any drilling, blasting activities. It will be directly loaded in to trucks.

7.7 Mines Drainage Luni: General topography has the slopes towards the river both from North and South side on Luni. Area is generally flat in nature. River flows from East side to West side towards Balotara. Highest elevation on the banks of river at the beginning of the lease area is 160 MSL and lowest is 127 MSL at the end of lease area. Sukri: It is a tributary of Luni and flows in the same direction as Luni. Highest elevation on the banks of river is 151 MSL and lowest is 139 MSL. Luni Wala: The topography near Luni Wala is at a slightly greater elevation. Highest elevation on the banks of river is 207 MSL and lowest is 164 MSL. RL details along the river course are as given below: Table 12.1: RL Details of River Bed (Luni) S. No. Distance (Km) Bank RL (m) Bed RL (m) Bank RL (m) 1 0 2 1000 160 155 159 3 3000 157 152 156 4 4600 152 150 153 5 6200 151 148 153 6 7800 151 146 149 7 10000 146 144 146 8 14200 145 142 144 9 20800 140 138 139 10 22800 139 136 138

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11 26400 135 131 134 12 31200 133 128 130 13 34200 129 127 130 14 40000 126 124 127 15 43600 126 121 127

Table 12.2: RL Details of River Bed (Sukri) S. No. Distance (Km) Bank RL (m) Bed RL (m) Bank RL (m) 1 13,200 151 148 150 2 8,800 147 144 148 3 7400 146 144 147 4 5600 144 142 145 5 4800 144 142 146 6 400 140 138 139

Table 12.3: RL Details of River Bed (Luni Wala) S. No. Distance (Km) Bank RL (m) Bed RL (m) Bank RL (m) 1 0 2 3600 207 202 204 3 4400 202 200 203 4 5800 199 197 200 5 6600 197 195 197 6 7000 195 193 195 7 7800 198 192 196 8 9200 188 187 189 9 9800 187 183 187 10 10200 184 180 183 11 11200 178 176 179 12 14200 173 171 175 13 17000 164 162 164

Table 12.4: RL Details of River Bed (Mama ji ka Wala) S. No. Distance (Km) Bank RL (m) Bed RL (m) Bank RL (m) 1 0 196 194 199 2 1800 183 181 182 3 8200 150 149 152 4 9600 145 144 148

There is no flow of water in the river bed in post monsoon period. Area is having 281.8 mm rainfall in a year. During rainy season, catchment water flows in the river. During dry period the Bajri is excavated which gets replenished to some extent during this period. There will be no intersection of water table as working will be carried out upto 3.0 m

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depth only from surface of river bed while the water level is more than 20 m below the surface of river bed. Total 10 wells are located in the river bed feeding water to nearby villages. These wells will be protected. No excavation will be extended within 45.0 m radius of these wells.

8.0 Year wise annual programme of mining for next 5 years Bajri mineral is targeted for 20,000 tons (1000 trips) per day i.e. 5.6 MMT per annum (maximum). As the lease period is only 5 years, extraction is planned for 5 years duration only. Production programme is given below:

Table 13 – Production Programme S. Targeted Production (in Targeted Production (in OB/ Waste No. MMTA) MCM) (M 3) 1 5.6 4.0 - 2 5.6 4.0 - 3 5.6 4.0 - 4 5.6 4.0 - 5 5.6 4.0 - Total 28 20 -

9.0 Details of Employment Man power will be about 193 persons as per the details given below: Table 14 – Employment Details S. No. Category Numbers 1 General Manager 1 2 Manager – Ist Class 1 3 Safety Officer/ Assistant Manager 8 4 Foreman/Mates 16 5 Supervisors 21 6 Highly Skilled personnel 31 7 Semi-skilled personnel 35

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8 Un-skilled personnel 80 Total 193

ENVIRONMENT MANAGEMENT PLAN 10.0 Measures taken and to be taken for Land Restoration, Reclamation and Plantation in/ or nearby Lease Area Envisaged mining operation will be carried out in the Luni, Sukri, Ver, Luni Wala, Mamaji ka Wala river bed spreading in 19011.89 ha. This will be dry bed mining. Besides resource extraction, following activities will be kept in view: a) Protection and restoration of ecological system b) Prevent damages to the river regime c) Protect riverine configuration such as bank erosion, change of water course gradient, flow regime etc. d) Prevent contamination of ground water

Safeguard Measures While carrying out mining activity following measures will be taken:  Mining activities will be carried out only in dry bed. No in-stream mining will be practiced.  An offset of 7.5 m from each bank will be kept. This is to protect the bank erosion and river migration.  Mineral Bajri from river will be restricted to a maximum depth of 3.0 m from the existing bed level. This is for safety and sustainability.  Systematic extraction will be carried out to prevent scouring and enhancement of erosion.  Extraction will be carried out in a manner that there is no obstruction to flow of water, if any, during rainy season.  Ten wells exist in this proposed lease area. Safety zone of 45 m radius around the well located in the river bed will not have any mining activity.  Mining on the concave side of the river channel should be avoided to prevent bank erosion. Similarly meandering segment of river will be selected to prevent natural eroding banks and to promote mining on natural building (aggrading) meanders component. Reclamation of Mined Out Area There is no generation of OB/ waste material. No backfilling has been proposed in the

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excavated zone. River to some extent will be replenished by sediments during rainy season. Greenbelt Barmer region has Aeolian sand which varies from sandy to sandy loam. Due to lack of water availability, the vegetation comprises of only thorny bushes and cactus. There is only seasonal vegetation such as a few grass species, shrubs and dwarf trees. In these arid regions, land is dry but not infertile. Hence, in irrigated areas Rabi crops such as wheat and mustard are grown during the monsoon. Kharif crops such as pulses and bajra are also grown. The proposed lease area is in the river bed and devoid of any vegetation. Mining activities will not cause any harm to the banks and riparian vegetation cover as the working will not extend beyond the 7.5 m offset left against the banks on each side of the river. Land on both sides is private agriculture land. Link road from the active zone pass through the areas. It is proposed to have plantation on both sides of the roads as greenbelt to provide cover against dust dissemination. Plantation will also be carried out as social forestry programme in villages, school and the areas allocated by the Panchayat/ State authorities. Native plants like Neem, Babool Shisham, Khejri, Roheda and other local species will be planted. Drought and heat tolerant species will be planted at the site. About 2000 trees native species will be planted during the plan period.

Table 15 – Greenbelt Programme Year No. of Saplings Survival ( 60%) Species Place of Plantation I 400 240 Khejri, Peelu, Along the roads, in II 400 240 Neem, schools and public III 400 240 Roheda, Gum building and other IV 400 240 Arabic Tree, social forestry V 400 240 Reonja, Baikal, programme. Total 2000 12 00 Kerda, Hingoli, Aarak, Vilayti babool

11.0 Measures taken and to be taken for Protection of Environment in and around Mining Lease Area

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 Dry bed mining will only be carried out.  Mining activities will be confined to 3.0 m depth from surface level of river bed.  All link roads from the mining area to the tar road will be properly sprayed with water for dust suppression.  Greenbelt and plantation on road side will help in dust suppression and will also reduce noise level.  Plantation will improve ecology and aesthetic beauty of the area  Measures will be taken to prevent the workings from extending in safety zones, cutting the banks and exceeding 3.0 m depth limit from the river bed surface.

12.0 Measures taken and to be taken for dumping overburden, stacking of top soil and utilization of top soil There is no topsoil in the proposed lease area. No overburden and waste is likely to be generated during lease period. There will be neither any stacking of soil nor creation of OB dumps.

13.0 Measures taken and to be taken for the control of water, noise and air pollution Air Pollution: Emission of gases and dust takes place due to movement of vehicles. Spraying of water and plantation along the road side prevents the spread of dust. Plantation also acts as barrier for restricting pollution. Impact on air environment has been assessed taking in to consideration the proposed production and increase emissions. The sources of air pollution are given below:  Operation of machinery  Transportation of mineral  Wind erosion from barren area and river bed Air pollutants released during production can be checked by:  Dust suppression system/ water spraying would be adopted at mine working and loading points  Excavation operations to be suspended during very strong wind conditions  Afforestation will be carried out for control of dust  Plantation along approach road will help in dust suppression  Persons to be provided with dust mask and other personal protective equipments, particularly during summer months and dust storm periods.

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Transportation  Regular water spraying on haulage roads during mineral transportation by water sprinklers,  Avoid over loading of tippers & consequent spillage on the roads,  Mineral carrying trucks will be effectively covered by tarpaulin to avoid escape of fines to atmosphere,  Air quality shall be regularly monitored both in the core zone and the buffer zone. Controlling of NOx level The source of NOx is due to vehicular emission. This can be controlled by proper maintenance and servicing of vehicles. Only P.U.C. certificated vehicles will be permitted Noise Pollution There is no drilling and blasting for mineral extraction. Noise pollution due to transportation will not cause any problem to the inhabitants of this area because there is no human settlement in close proximity to the link roads in proposed lease area. Effective steps will be taken to keep the noise level well below the DGMS prescribed limit of 85 dBA.

Noise control is achieved by the following: • Proper care and maintenance of the equipments will be carried out. • Personal protective equipments will be provided to the workers.

14.0 Demographic Details of the Study Area Total number of villages in which lease area falls is 73. Main occupation is agriculture. The details are given below:-

Table 16 – Demographic Details Total Total Total Literate Total S. No Name Households Population Males Females Population Workers 1 Annpurna Nagar 190 1274 702 572 455 381 2 Arjiyana 262 1609 853 756 683 834 3 Balau 208 1225 671 554 532 602 4 Bamaseen 321 1690 901 789 871 1023

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5 Bhagwa 556 3154 1669 1485 1206 1632 6 Bhakharpura 245 1437 781 656 544 447 7 Bhalaron Ka Bara 302 1747 873 874 781 757 8 Bhanawas 177 1232 636 596 757 439 9 Bhati Khera 128 788 405 383 423 333 10 Bheegoda 277 1629 871 758 605 892 11 Bheelon Ki Dhani 28 169 91 78 84 102 12 Bijaliya 177 997 568 429 516 427 13 Charanon Ka Bara 61 342 186 156 181 176 14 Dantala 66 361 193 168 155 209 15 Deoliyali 239 1438 757 681 584 557 16 Dewandi 164 1138 624 514 557 468 17 Dharna 457 2742 1440 1302 1019 1273 18 Dheera 521 2938 1529 1409 1203 1532 19 Godon Ka Bara 101 584 299 285 293 264 20 Goliya 139 817 439 378 257 231 21 Goongrot 166 1074 573 501 444 332 22 Gudanaal 64 317 161 156 110 155 23 Harmalpura 177 984 510 474 432 423 24 Hemawas 188 1117 604 513 402 538 25 Indrana 1139 6969 3654 3315 3212 3087 26 Jethantari 424 2505 1301 1204 1410 1128 27 Jinpur 164 991 503 488 345 469 28 Joonakhera Motisara 54 267 154 113 88 109 29 Kalyansingh Ki Dhani 216 1362 718 644 582 597 30 Kankhi 329 2229 1136 1093 654 1015 31 Kathari 713 4250 2208 2042 1924 2059 32 Khakharlai 232 1547 824 723 717 605 33 Kharantiya 168 858 457 401 408 358 34 Khera Khindawara 92 460 252 208 150 261 35 Khetasar 59 364 192 172 232 95 36 Kotri 226 1045 539 506 546 579 37 Kumpawas 223 1350 705 645 613 698 38 Kundal 378 2171 1112 1059 817 893 39 Kuseep 675 3804 2057 1747 1803 1889 40 Lalana 106 600 312 288 275 229 41 Loodrara 322 1905 989 916 1038 806 42 Majal 665 3598 1880 1718 1794 1703 43 Mangi 245 1462 789 673 529 776 44 Mangla 144 954 507 447 536 362 45 Mawri 324 1956 1028 928 1006 894

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46 Maylawas 1099 5797 2963 2834 2972 2325 47 Meli 553 3353 1745 1608 1648 1778 48 Mokalsar 1514 8027 4160 3867 4182 3120 49 Mubari 86 528 269 259 246 353 50 Nai Khakharlai 53 359 192 167 186 162 51 Nal 426 2927 1554 1373 1278 1135 52 Nimbeshwar 170 872 455 417 442 272 53 Padardi Kalan 51 288 152 136 124 148 54 Padiyaron Ki Dhani 54 254 131 123 133 88 55 Paton Ka Bara 257 1552 826 726 875 782 56 Peeploon 292 1929 1021 908 913 706 57 Ramdev Nagar 130 871 465 406 381 458 58 Ramniya 631 3761 1977 1784 1923 1335 59 Relon Ki Dhani 264 1774 910 864 684 947 60 Samdari 2422 13322 6893 6429 7902 4917 61 Samooja 213 1431 761 670 749 754 62 Sela 84 541 279 262 215 221 63 Siner 301 1681 899 782 691 767 64 Siriyadevi Nagar 279 1876 930 946 709 1013 65 Siwana 4315 24387 12845 11542 13098 8116 66 Sooili 53 254 124 130 84 140 67 Tanda Bera 255 1665 886 779 468 729 68 Teekampura 30 255 142 113 173 141 69 Telwara 251 1589 820 769 703 846 70 Thakar Khera 240 1330 675 655 557 671 71 Thanmata Hinglaj 197 1052 535 517 518 390 72 Thapan 598 3551 1914 1637 1628 1285 73 Valiyana 252 1582 856 726 443 701 Total 27,182 1,58,258 83,032 75,226 75,698 66,939

15.0 Details of health checkup and insurance of all the employed persons (for existing lease) All workers will be subjected to medical examination as per Mines Rule 1955 both at times of appointment and at least once in five years. Medical camps will be organized for this activity. Insurance of all employees as per the rules will be carried out. Following activities will be taken as a part of Corporate Responsibility. 1. Regular health check up camps for the workers engaged in mines shall be organized.

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2. Occupational health surveillance programme of the workers shall be undertaken periodically to observe any contractions due to exposure to dust and take corrective measures, if required. 3. Insurance cover to all workers engaged in mines shall be provided. 4. Vocational training shall be imparted to the workers. 5. Local needs of habitants like school, veterinary hospital, sanitation, drinking water etc shall be considered positive.

15.1 Corporate Social Responsibility As a corporate responsibility following measures along with budget provision is proposed for improving the conditions of persons in and around the project area: Table 17: CSR Details Sr. No. Description Amount (in lacs) 1 Health check up camps 2.0 2 Surveillance programme of the workers 1.5 3 Insurance cover of workers 1.5 4 Assistance to local schools, scholarship to students 2.5 5 Sanitations and drinking water facilitites 4.5 6 Vocational training to persons for income generation 2.0 7 Assistance to self help groups 2.0 Total 16.0

15.2 Fund Provision for Environmental Management It is proposed to create an Environment Management Fund at the rate of Rs./- 5 ton on mineral production. This fund will be kept seprately and will be utilised for CSR, Well fare, Plantation and Ecology improvement as per MMCR-1986. Yearly generation of fund at the proposed rate of production is estimated Rs. 2,80,00,000/- per year. Balance funds will be utilised as per requirement in additional activities concerning overall growth of the area.

15.3 Fund Provision for EMP Measures Following provisions are proposed to be taken for improving, control and monitoring of environment protection measures Table 18: EMP Details Sr. No. Particulars Amount (in lacs)

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1 Pollution monitoring – Air, Water, Noise 3.0 2 Pollution monitoring – Water sprinkling 4.0 3 Wire fencing at plantation sites 2.5 4 Plantation including maintinance 3.5 5 Rainwater harvesting 4.0 6 Haul road and other roads repair and maintinance 3.0 Total 20.0

The protection measures will be dynamic and subject to perodic review so that measures remain effective and appropriate. ***

PART –II PROGRESSIVE MINE CLOSURE PLAN

1.0 Introduction (A) NAME & ADDRESS OF APPLICANT M/s Ridhi Sidhi Associates Mateshwari Bhawan, Jal Chakki, Rajsamand. 61

b) Status of the applicant M/s Riddhi Siddhi Associates is partnership firm with two partners, registered on 28 th Day of March, 2007 as per deed of partnership ( Annexure-III). The details of the partners are as follow: Table 1 – List of Partners

S. No. Name of Partners Addresses 3. Shri Jaisingh Chauhan S/o Sh. Bhanwarlal Ji Chauhan R/o 28-Onkarnagar, Ajmer, Rajasthan. 4. Shri Shyam B. Gupta S/o Sh. Harishchandra Ji Gupta R/o 424, Panchratan Complex, Fatehpura, Udaipur, Rajasthan. Power of attorney has been given to one of the partners named Mr. Shyam B. Gupta (Annexure-IV).

(B) LOCATION OF THE LEASE AREA District and State : Barmer, Rajasthan Tehsil : Siwana Near villages - Annapurna Nagar , Arjiyana , Indrana , Kundal, Kumpawas , Kalyaan Singh ki Dhani, Kuseep , Kankhi , Kathadi , Kotadi, Kheda Khindawada , Khetasar , Kharantiya , Khakharlai, Gungrot, Gudanaal, Godo ka bara , Goliya , Charno ka bada , Jinpur , Junakhera Motisara, Jhethantari, Teekampura, Thakarkhera, Tandabera , Telwada , Thanmata hinglaaj, Thapan, Dantla , Devandi, Devliyali, Dharna, Dhira, Nayi Khakharlai, Naal, Nimbeshwar, Pariharon ki dhani, Paton ka bara, Padardi kalan, Piploon, Baamsin, Baalu, Bijliya, Bhallaron ka bada, Bhakharpura, Bhagwa, Bhatikhera, Bhanawas, Bheemgoda, Bhilon ki dhani, Majal, Mawdi, Mahilawas, Mangla , Mangi, Mubari, Meli , Mokalsar, Ramaniya, Railon ki Dhani, Lalana , Ludarada , Valiyana, Harmalpur, Hemawas, Samdadi, Sariyadevi nagar, Samuja, Siner, Siwana, Suily, Saila, Ramdev Nagar. (Refer Key Plan – Plate 1)

(C) EXTENT OF THE LEASE AREA

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Lease area of 19011.89 ha, comprises of Gair mumkin nadi, nallah area. Description report along with Khasra is attached Annexure-II .

(D) PRESENT LAND USE PATTERN Details are given below: Table 19 – Present Land Use S. No. Particulars Present land use (ha.) 1. Pit area - 2. Dump area - 3. Safety Bridge (2) 0.918 zone Permanent Roads (34 no.) 65.826 Wells (10 no.) 6.36 4. Infrastructure (Office, Temp. shelter etc) - 5. Mineral Storage - 6. Plantation - 7. Un-worked 18938.786 Total 19011.89

(E) METHOD OF MINING : The proposed project of river bed mining is for extracting Bajri from Luni, Sukri, Ver, Luni Wala, Mamaji ka Wala river bed. As per RMMC Rules, 1986 extraction is limited to 3.0 m depth only from the surface area. Entire stretch of the lease area around 147.4 km long will be divided in to seven blocks for ease of operation, supervision, management and safety. Activities will be carried out as per the production schedule given earlier. Light weight excavators will be deployed for extraction. Mineral will be removed in 3.0 m layer only forming one bench. Mineral will be loaded in trucks of 20 tons capacity. There will be no OB or waste generation as the Bajri is exposed in the river bed. Bench will advance parallel to the banks of the river. Height of bench will be 3.0 m. Width of the bench will be around 20 m, more than the height of the bench. Workings will be restricted within the lease area/ khasra as per the description report. Mining activities will be carried out in a manner so that there is no obstruction to the movement of water flow, if any, during rainy season. The bench will be in the form of slices/ strips parallel to the banks of the river. Roads in the lease area for the movement of loaded trippers/ trucks will not have slopes more than 1 in 20. However, movement of trucks after mineral loading will be towards both sides through approach roads connecting to tar roads.

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(F) MINERAL PROCESSING OPERATION: No mineral processing is envisaged for Bajri (minor mineral) produced during the mining.

1.1 Reasons for closure: The progressive mine closure plan has been prepared in compliance of Rule 37B, 37E (6), 37G of Rajasthan Minor Mineral Concession (2 nd Amendment) Rules 2012 under MMCR 1986. No immediate closure is planned as sufficient reserves are available to carry on the activities. There is market potential in domestic demands.

1.2 Statutory Obligations: The lessee is bound to submit the Progressive mine closure plan either with Mining plan or Scheme of Mining. Lessee is bound to follow the terms and conditions as will be stipulated in the lease deed. In addition to it the rules pertaining to the Protection of Environment i.e Environment Act. Environment Rules and other associated rules with protection of environment have to be followed. During the course of mining the rules stipulated in Mines Act, Mines rules Metalliferous Mines Regulation 1961 and RMMCR.1986 will be followed. All other rules pertaining to the mining existing at that time will be followed during the course of mining activities.

1.3 Closure plan preparations NAME, ADDRESS AND REGISTRATION NUMBER OF THE RECOGNISED PERSONS WHO PREPARED THE PROGRESSIVE CLOSURE PLAN AND NAME AND ADDRESS OF THE EXECUTING AGENCY WHO IS INVOLVED IN THE PREPARATION OF PROGRESSIVE MINE CLOSURE PLAN. Umesh Datt Sharma RQP/AJM/277/2005-A valid up to 2015 (Annexure-V) Lessee will himself implement the closure plan; no outside agency will be involved.

2.0 Mine Description 2.1 General Geology and Local Geology 2.1.1 Regional Geology

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The Geology of the district is obscured by extensive desert sand & sand of dunes. The rock formations are mostly exposed in patches. The general statigraphic succession worked out by Geological Survey of India is as under:

Table 4: Geological Succession FORMATION AGE LITHOLOGY Recent to sub recent Sand, sandy soil, kankar, vast gypsum & selenite deposit Kapurdi formation Lower to middle Fuller's earth Eocene Mandhi formation & Lower Eocene to upper Clays & ferruginous sandstone grey & Akli formation Paleocene black shales with or without lignite inter calations, bentonite, siliceous earth Fatehgarh formation Middle Paleocene to Sandstone. upper cretaceous. Lathi formation Triassic – Jurassic Sandstone Malani igneous rock Late Precambrian Rhyolite granites & associated intrusives Source: Geological Survey of India

The malani igneous suits of rocks are most extensive & are oldest in the area. They consist of volcanic rocks, rhyolites granites & associated intrusives like basic dykes aplites & quartz veins. Beside these volcanics, other rocks exposed in the area are sandstone belonging to Lathi, Fatehgarh & Mandhi formations, Akli & Kapurdi formations constituted by bentonite & Fuller's earth. They are soft, in the plains & mostly coved under blown sand.

2.1.2 Local Geology Soil/ alluvium varying in thickness from 2.5 to 7.0 m constitute the top horizons in the area suitable for agriculture. Luni, Sukri, Ver, Luni Wala, Mamaji ka Wala Rivers meander through the area exposing the alluvium and soil at the banks. Hard rock is exposed at places along the banks in the lease area. Bajri is found in the river bed. This bed is presently dry and water flows only during the rainy season. Geological map and section are enclosed as Plate – 05 (A) & (B).

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In this proposed lease area in Siwana Tehsil, Bajri will be obtained from river bed of Luni, Sukri, Ver, Luni Wala, Mamaji ka Wala Rivers.

2.2 Reserves Method of Estimation of Reserve Total blocks = 7 Total area = 19011.89 ha

Table -5: Block Details BLOCK - A BLOCK - B S. No. Block Name Area (Ha.) S. No. Block Name Area (Ha.) 1 Godo ka Bara 167.07 1 Kharantiya 437.33 2 Paton ka Bara 975.03 2 Majal 8.03 Total 1142.1 3 Kotri 1331.71

4 Charno ka Bara 310.04 5 Bhanawas 119.23 Total 2206.34

BLOCK - C BLOCK - D S. No. Block Name Area (Ha.) S. No. Block Name Area (Ha.) 1 Bamsin 858.38 1 Jethantri 1475.18 2 Samdari 627.24 2 Mangla 106.27 3 Devliyali 520.37 Total 1581.45 Total 2005.99

BLOCK – E BLOCK - F

S. No. Block Name Area (Ha.) S. Block Name Area (Ha.) 1 Indrana 418.29 No. 2 Gudanal 491.86 1 Thapan 518.23 3 Naal 204.35 2 Meli 197.49 4 Piplun 607.71 3 Khakharlai 82.29 5 Goliya 180.26 4 Nai Khakharlai 45.05 6 Gungrot 401.51 5 Mahilawas 410.01 Total 2303.98 6 Junakhera Motisara 58.10 Total 1311.17

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BLOCK – E

S. No. Block Name Area (Ha.) 1 Ramaniya 178.45 2 Kathari 394.41 3 Dhira 908.89 4 Mangi 506.01 5 Jinpur 353.73 6 Sela 204.28 7 Mubari 142.11 8 Bhagwa 74.15 9 Telwara 451.87 Total 3213.9 Total Area of Blocks A+ B+ C+ D + E + F = 14643.61 ha.  Un-worked Area = 4368.28 hectare.  No working in following 39 villages will be undertaken during plan period because of scattered locations. However, if required necessary activities will be carried out.

Table 5.1: Unworked villages SR. NO. NAME OF VILLAGE TOTAL AREA (ha.) 1 ANNPURNA 2 ARJIYANA 3 KUNDAL 4 KUPAWAS 5 KALYAN SINGH KI DHANI 6 KUSIP 7 KANKHI 8 KHERA KHINDAWDA 9 KHETASAR 4368.28 10 TIKAMPURA 11 THAKARKHERA 12 TANDABERA 13 THANMATA HINGLAJ 14 DANTALA 15 DEVENDI 16 DHARNA 17 NIMBESHWAR 18 PARIHARON KI DHANI 19 PADARDI KALAN

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20 BALU 21 BIJLIYA 22 BHALARON KA BARA 23 BAKHARPURA 24 BHATI KHERA 25 BHIMGODA 26 BHILON KI DHANI 27 MAWADI 28 MOKALSAR 29 RELON KI DHANI 30 LUDRANA 31 VALIYANA 32 HARMALPURA 33 HEMAWAS 34 SARIYA DEVI NAGAR 35 SAMUJA 36 SINER 37 SIWANA 38 SUILI 39 RAMDEV NAGAR

Proved Reserves j) Survey was carried out along the river bed as per the area allocated in different villages, vide list given by Office of AME, Jalore, DMG - Rajasthan. This is the basic document provided by the authorities. Khasra plan was provided by the applicant. Sections were drawn at 200 m intervals along the course of the river. Details are given in the section plan, enclosed as Plate – 06(A) & 06(B). k) As per Rule 18 of Rules, 2012 of RMMCR, 1986 clause 32 stipulates “In case of mining lease of mineral Bajri, the lessee/ lessees shall abstain from mining beyond depth of 3.0 m from the surface and below the water in such a manner that natural path of river/ nallah is not altered”. l) Further as per notification no. F-14(1) Mines/ Gr11/ 2012 dated 21 June, 2012 from Dy. Secretary to Government of Rajasthan clause 3 “ No person shall excavate Bajri beyond the depth of 3.0 m from the surface below the water level of river/ nallah and within 45 m of any rail/ road bridge ”. m) Two bridges exist in the lease area. A safety zone of 45 m will be left on both sides. No mining activities will be done in this zone. n) Total no. of 34 roads exist in the lease area. A safety zone of 45 m will be left on both sides of these roads. No mining activities will be done in this zone.

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o) Working area as per Khasra numbers is confined in Tehsil Siwana only. A barrier of 7.5 m width on both sides of the banks to protect side collapse/scouring and riparian vegetation. p) Total 10 no’s of wells are located in the river bed supplying water to nearby villages. A safety zone of 45.0 m radius is being earmarked for the wells located in the river bed. q) River is not having any water flow during post monsoon period and river bed remains dry. r) Mineral reserves are calculated up to 3 m depth from river bed surface RL. b) All reserves are proved reserves.

2.3 Mining Method Mining method to be followed is described in point no. 7.1 of mining plan.

2.4 Mineral Beneficiation No mineral beneficiation is envisaged.

3.0 Review of implementation of mining plan including five years progressive closure plan upto the final closure plan Mining Plan and Progressive mine closure plan are being submitted for the first time. It will be reviewed after five years and review of implementation will be given with next mining scheme.

4.0 Closure Plan 4.1 Mined - out land At the end of mining plan period, about 666.65 ha area will be mined out. Landuse at various stages is given in the table below:

Table 11: Land Use Pattern of Mining Lease area at Various Phases S. Particulars Present At the End At the end No. land use of 3 rd Year of 5 th year (ha.) (ha.) (ha.) 1. Pit area - 399.99 666.65 2. Dump area - - - 3. Safety Bridge (2) 0.918 0.918 0.918

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zone Permanent Roads (34 no.) 65.826 65.826 65.826 Wells (10 no.) 6.36 6.36 6.36 4. Infrastructure (Office, Temp. shelter - 0.80 0.8 etc) 5. Mineral Storage - - - 6. Plantation - - - 7. Un-worked 18938.786 18537.996 18271.336 Total 19011.89 19011.89 19011.89

4.2 Water quality management Luni: General topography has the slopes towards the river both from North and South side on Luni. Area is generally flat in nature. River flows from East side to West side towards Balotara. Highest elevation on the banks of river at the beginning of the lease area is 160 MSL and lowest is 127 MSL at the end of lease area. Sukri: It is a tributary of Luni and flows in the same direction as Luni. Highest elevation on the banks of river is 151 MSL and lowest is 139 MSL. Luni Wala: The topography near Luni Wala is at a slightly greater elevation. Highest elevation on the banks of river is 207 MSL and lowest is 164 MSL. RL details along the river course are as given below:

Table 12.1: RL Details of River Bed (Luni) S. No. Distance (Km) Bank RL (m) Bed RL (m) Bank RL (m) 1 0 2 1000 160 155 159 3 3000 157 152 156 4 4600 152 150 153 5 6200 151 148 153 6 7800 151 146 149 7 10000 146 144 146 8 14200 145 142 144 9 20800 140 138 139 10 22800 139 136 138 11 26400 135 131 134 12 31200 133 128 130 13 34200 129 127 130 14 40000 126 124 127 15 43600 126 121 127

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Table 12.2: RL Details of River Bed (Sukri) S. No. Distance (Km) Bank RL (m) Bed RL (m) Bank RL (m) 1 13,200 151 148 150 2 8,800 147 144 148 3 7400 146 144 147 4 5600 144 142 145 5 4800 144 142 146 6 400 140 138 139

Table 12.3: RL Details of River Bed (Luni Wala) S. No. Distance (Km) Bank RL (m) Bed RL (m) Bank RL (m) 1 0 2 3600 207 202 204 3 4400 202 200 203 4 5800 199 197 200 5 6600 197 195 197 6 7000 195 193 195 7 7800 198 192 196 8 9200 188 187 189 9 9800 187 183 187 10 10200 184 180 183 11 11200 178 176 179 12 14200 173 171 175 13 17000 164 162 164

Table 12.4: RL Details of River Bed (Mama ji ka Wala) S. No. Distance (Km) Bank RL (m) Bed RL (m) Bank RL (m) 1 0 196 194 199 2 1800 183 181 182 3 8200 150 149 152 4 9600 145 144 148

There is no flow of water in the river bed in post monsoon period. Area is having 281.8 mm rainfall in a year. During rainy season, catchment water flows in the river. During dry period the Bajri is excavated which gets replenished to some extent during this period. There will be no intersection of water table as working will be carried out upto 3.0 m

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depth only from surface of river bed while the water level is more than 20 m below the surface of river bed. Ten wells are located in the river bed feeding water to nearby villages. These wells will be protected. No excavation will be extended within 45.0 m of these wells.

4.3 Air Quality Management: The proposed mining method is not likely to produce much of dust and fugitive emissions to cause damage to ambient air quality of the area. Workers will be provided with personnel protective equipment like face mask, ear plug/ muffs, safety shoes. For air pollution management in the progressive mine closure of mine, green belt will be developed to prevent and control air pollution.

4.4 Waste Management: As stated in mining method, there will be no OB/ waste generation and there will not be any OB/ waste dumps.

4.5 Top Soil Management There is no topsoil.

4.6 Tailing dam management There is no proposal of beneficiation of mineral. No tailing dam is envisaged.

4.7 Infrastructure: The infrastructure facilities like temporary site office with first –aid station, rest shelter/ store, drinking water etc. will be established.

4.8 Disposal of mining machinery: Machinery will be shifted to different locations after the expiry of lease period. Hence no decommissioning of mining machinery is proposed.

4.9 Safety & Security: Safety measures will be implemented to prevent access to excavation area by un- authorized persons as per Mine Act 1952, MMR 1961.

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i. Safety measures will be implemented as per Mine Act 1952, MMR 1961, and Mines Rules 1955. ii. Provisions of MMR1961 shall be followed strictly and all roads shall be 10 m wide and have a gradient of not more than 1 in 20. iii. Excavation will be not more than 3 m depth. iv. Width of bench will be kept around 20.0 m for ease of operations and provide sufficient room for the movement of equipments. v. Protective equipment like dust masks, ear plugs/ muffs, safety shoes and other equipments shall be provided for use by the work persons. vi. Notices giving warning to prevent inadvertent entry of persons shall be displayed at all conspicuous places and in particular near mine entries. vii. Danger signs shall be displayed near the excavations. viii. Security guards will be posted. ix. In the event of temporary closer, approaches will be fenced off and notice displayed.

4.10 DISATER MANAGEMENT AND RISK ASSESSMENT: This should deal with action plan for high risk accidents like landslides, subsidence, flood, inundation in underground mines, fire, seismic activities, tailing dam failures etc. and emergency plan proposed for quick evacuation, ameliorative measures to be taken etc. The capability of lessee to meet such eventualities and the assistance to be required from the local authorities should be described.  Due to the shallow depth of activities in river bed mining, any high risk accident due to side falls/collapse is not envisaged.  Area being in arid zone is prone to dust storms with high wind speeds, no working shall be carried out during this time.  Persons will be provided with protective equipments like dust masks, cotton scarfs to protect from dust and heat particularly during summer months.  The complete mining operation will be carried out under the Management and control of experienced and qualified Mines Manager having Certificate of Competency, granted by DGMS, to manage the mines.  All the provisions of Mines Act 1952, MMR 1961 and Mines Rules 1956 and other laws applicable to mine will strictly be complied with.  All persons in supervisory capacity will be provided with proper communication facilities.

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4.11 CARE AND MAINTENANCE DURING TEMPORARY DISCONTINUANCE: In case of any temporary discontinuance due to court order or due to statutory requirement or any other unforeseen circumstance following measures shall be taken for care, maintenance and monitoring of conditions.  Notice of temporary discontinuance of work in mine shall be given to the DGMS as per the MMR 1961.  All the mining machinery shall be shifted to a safe place.  Entrance to the mines or part of the mines to be discontinued shall be fenced off. Fencing shall be as per the circular 11/1959 from DGMS.  Security Guards shall be posted for the safety and to restrict any unauthorized entry to the area.  Carry out regular maintenance of the facilities/area detailed below in such a way as would have been done as if the mines were operation: Mine roads and approach roads, Fencing on approach roads, Checking and maintenance of machines and equipment, Drinking water arrangements, Mine office, first aid stations etc.

 Competent persons shall inspect the area regularly.  Air, water and other environmental monitoring shall be carried out as per CPCB and IBM Guideline.  Care and upkeep of plantation shall be carried out on regular basis.  Status of the working and status monitoring for re-opening of the mines shall be discussed daily. In case of discontinuance due to any natural calamities/abnormal conditions, mining operation will be restarted as early as possible after completing rescue work, restoring safety and security, repairs of roads etc.

5.0 ECONOMIC REPERCUSSION OF CLOSURE OF MINE AND MANPOWER RETRENCHMENTS Lease area is proposed for a period of five years only. As per the production programme envisaged, at the end of lease period, still sufficient un-worked area would be left available for continuing production activities further. Hence, no closure is planned. There will be no effect on the man power as the persons belong to nearby villages and will

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have an option either to be available for employment for the next contract/ lease or do the agriculture in their fields.

6.0 TIME SCHEDULING FOR ABANDONMENT The lease area has enormous potential for continuance of operations even after the expiry of the awarded period. The details of time schedule of all abandonment will be given at the time of final closer plan. Mining activities are confined to river bed, up to 3.0 m. depth, relatively shallow depth of workings. Replenishment of the bajri to some extent, being removed from the river bed is a natural process particularly during monsoon periods.

7.0 ABANDONMENT COST As at present mining is not going to be closed so abandonment cost could not be assessed. However based on the progressive mine closure activities during the plan period, cost is assessed as given below:

Table 20: Abandonment Cost ACTIVITY YEAR Rate Amount First Second Third Fourth Fifth (in Rs.) Plantation 400 400 400 400 400 @ 100 Rs 2,00,000 (in no.) per sapling Plantation cost 40,000 40,000 40,000 40,000 40,000 Wire fencing 400 400 400 400 400 @ of 120 Rs 2,40,000 (meter) per meter Fencing cost 48,000 48,000 48,000 48,000 48,000 Total 4,40 ,000

8.0 FINANCIAL ASSURANCE Total 666.65 ha area will be put in use upto the end of the plan period. Details of area put in use as given below (As per circular No.4/2006 issued by CCOM, Nagpur following table has been considered for calculation for financial assurance).

Table 21: Calculation for Financial Assurance

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S. Item Area put Requirement Total area Area Net area No. on use at at the end of put to use considered considered start of plan period (Ha) as fully for plan (Ha) (Ha) (B) reclaimed & calculation (A) rehabilitation (Ha) (Ha) (C) D = (B-C) 1. Area to be 0.0 666.65 666.65 0.0 666.65 excavated 2. Storage for topsoil 0.0 0.0 0.0 0.0 0.0 3. Overburden/ 0.0 0.0 0.0 0.0 0.0 dumps 4. Mineral storage 0.0 0.0 0.0 0.0 0.0 5. Infrastructure - 0.8 0.8 0.8 0.0 (Workshop, Adm. Building & Road) 6. Safety zones 0.918 0.918 0.918 0.918 0.0 (Bridge Roads 65.826 65.826 65.826 65.826 0.0 Wells) 6.36 6.36 6.36 6.36 0.0 7. Green belt 0.0 0.0 0.0 0.0 0.0 8. Tailing pond 0.0 0.0 0.0 0.0 0.0 9. Effluent treatment 0.0 0.0 0.0 0.0 0.0 plan 10. Mineral separation 0.0 0.0 0.0 0.0 0.0 plant 11. Township area 0.0 0.0 0.0 0.0 0.0 12. Others to specify 0.0 0.0 0.0 0.0 0.0 Total 73.104 740.554 677.34 739.04 666.65

Total 666.65 ha area will be put in use. Against this mined out area the total financial assurance (@15000/- per ha. will be of Rs/- 99,99,750. However the maximum limit of financial assurance as per RMMCR (Fourth Amendment), 1986 has been notified as Rs.30.0 lacs. This will be given by lessee in the form of fixed deposit, as per rule 37 (J) of MMCR 1986 as amended in 2012.

9.0 CERTIFICATE It is enclosed with the report.

10.0 PLAN AND SECTION Plan and section are prepared and enclosed with the mining plan.

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Umesh Datt Sharma (RQP/AJM/277/2005-A valid up to 2015)

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