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Reg. No. 811 dated 06/03/1997 Phone : 07420-237220 esllZ bafnjk iRFkj Jfed lgdkjh laLFkk e;kZ- lqok[ksM+k] rglhyMob.: 9425441311 tkon ftyk uhep ¼e-iz-½ 458330
Letter No. 27/2021 /3 Date: 22/02/2021 To, Member Secretary Expert Appraisal Committee (Non Coal Mining) Govt. of India, Ministry of Environment, Forest and Climate Change Vayu Wing 2nd floor Indira Paryawaran Bhavan, Jor Bagh Road, New Delhi – 110 003
Sub: Environmental Clearance for Expansion in Mining capacity of Flag Stone, Khanda, & Kattal Mine (minor Mineral) from 4500 m3/year (11700 Ton/year) to 100000 m3/year (260000Ton/year) in the lease area of 117.532 ha. at Village Suwakheda, Distict Neemuch, Madhya Pradesh. Submission of additional Details Ref.: 1. Proposal No. IA/MP/MIN/18520/2012 2. File No. J-11015/348/2008-IA-II(I) 3 . Email alert to proponent dated 22/01/2021 Respected Sir, This is with reference to the above we are hereby submitting the following additional details sought by the concern member secretary 1. DSR of Neemuch District Reply : the copy of DSR Neemuch is enclosed as Annexure – 1 2. List of Schedule -1 species dully authenticated by Concern Department Reply : Letter No. 1203 Dated 18/02/2021 issued by DFO Neemuch is enclosed containing the list of all species found in Neemuch District. Kindly refer Annexure -2. Ours are manual mine hence no adverse impact anticipated in surrounding area. 3. Annexure –III as per the agenda Reply : Enclosed as per Annexure -3 4. Affidavit as per Ministry OM dated 30/05/2018 Reply : Enclosed as Annexure – 4 In view of the above submission and in consideration of minor mineral manual mining of cooperative society of workers, kindly grant the EC for expansion at your earliest. .
Thanking you, Yours truly,
Indira Patthar Shramik Sehkari Samiti, Mydt. Amrit Lal Yadav Secretary Mob. No. 9425441311 Gmail - Additiorial Information to PP 2t2012021
singh shailendra
Additional Information to PP 2 messages Fri, Jan 22,2021 at 6:57 Ptt, pankaj.verma@nic,in
r. aooition"t details are sought bv-concerned ,r",, ;r;o;;"";, Meeting Member","i Secietary after', ""r, consideration of proposal in EAG
by the Member A proposal for EC, as per the details given below has been examined Secretary details sought The said proposal has not been accepted on account of the Additional upload the Additional as per the statement uploaded on the portal of Ministry' Please details sought by Member Secretary'
1. Proposal No. : ltuMP/MlN 11852012012 2. File No. : J-11 01 5/348/2008-lA-ll(l) 3. Gategory of the ProPosal : Mining Projects 3. Name of the ProPosai : FLAG STONE MINING 4. Date of submission : 05 Dec 2020 PP has not submitted complete information as sought by EAC in 25th EAC meeting' PP needs to suOmii following; Documents not found/EDS: species 6. Details Sought : . DSR of Neemuch ' List of schedule-1 duly authenticated by concerned department' Annexure lll as per the agenda ' Affidavit as per Ministry OM dated 30'05'2018 7. Name of the Proiect proponent along with contact details
Shakari Samiti a) Name of the ProPonent M/s Indra Pathar Shramic b) State Madhya Pradesh c) District Neemuch d) Pincode 458330
Fri, Jan 22,2021 at7:021 singh shailendra
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DIRECTORATE OF GEOLOGY AND MINING
MADHYA PRADESH BHOPAL (M.P.) a
1-: INTRODUCTION
Neemuch district, spreading over an area of about 4256 knr: ,cs :r lhe northwestern parl of the state of priorio Madhya Pradesh. independence o:,^: a . .,,as : part of Ujlain division, M.P. Govt. has declared Neemuch as a seperate drsrric: as :- : _:^ June 1998 Earlier, it was a part of the Mandsaur district. Three tehsils of uir,.:=: Mandsaur district fall under this new district namely Neemuch, Jawad and Manasa. Tr= district is bounded by Mandsaur district on the southeast and Rajasthan state on the northeast' The district lies between Norlh latitude 24o14' and 2so02, and East longitude 74o44', and 75o33" falling in survey of lndia part of toposheei No. 45Ll1 3,14,15 and 45P11,2,3,6&7' Neemuch is well connected with ali parts of country by Rail and roads. lt lres on Ajmer-Khandwa main railway line. Mhow Neemuch state Highway passes through the district. As per 20'11 census, the population of Neemuch district is about 8,25,g58.
For administrative purposes the district is divided into 6 tehsil (Neemuch, Jawad, Manasa' singoli, Jiran and Rampur) and 3 blocks. lt has only one city (i.e. district Hqr Neernach), two towns (Manasa & Jawad) and 678 villages. The district comprises of vast resources of sandstone, shale and limestone belonging to Vindhyan super Group of rocks of which Flagstone is one of the most imporlant dimensional stone existing in singoli and Jiran areas in the district. ,
Neemuch district forms the northern projection of Madhya pradesh state. The district is fatrly good in communication. The district head quarter Neemuch is well connected by railway and road. Previously it. is situated on western railway meter gauge line of Khandwa-Ajmer section via Ratlam, which is now converted to broad-gauge section lt is well connected by road from lndore and Chittorgarh through lndore- chittorgarh state highway. All the tehsil headquarters are also well connected with district headquarter Neemuch by tar road.
The climate of the district is generally dry except during the monsoon season. The winter season is from December to February. The average annual rainfall in the district is 797 96 mm' The flora of the district falls under the central lndian mixed deciduous type. MINERAL POTENTIAL
Total Mineable Boulder(MT) mineral Boulder(MT) ential(MT Huge as malority It is associated li is found mainly Huge, immense Huge as majority of the district is with river sand in Chambal and except sand as of the disirict is occupied by the Retam river. most of the district occupied by the minor minerals i.e. is occupied by minor minerais i.e. basali and resources as per minor minerals basalt and sandstone. But as their area in the which include sandstone. But as per figures district is very per figures received from small, the sandstone and received from District Mining production of sand other stones as District Mining Section 994643 and bajri is 4030 road metal and Section 994643 soil. Thus mineral tu13 of stone/giitr M3 in zolq4s M3 of stone/gitti potentials are and 390'16 M3 of immense. and 39016 M3 of f lagstone and flagstone and 14882 M3 of 14882 M3 of murum was murum was produced in 2414- produced in 2014- .15 IJ
ANNUAL DEPOSITION
4030 M3 of sand have been produced ln the financial year 2014-15, but as per the information provided by District Mining office Neemach, due to unavailability of sand in the river beds, no sand mine have been declared and auctioned in the year 2015-16. The district is drained by Ganjali, Gambhir, lrda and Retam etc., these are small tributaries of I Chambal river and originates in the district.
Portion of the Length of area Average width Area Mineable district or recommended of area recommended mineral stream for for mineral recommended for mineral potential(in recommended concession(in for mineral concession (in metric tone) for mineral Km) concession (in Sq. meter) (60% of concession meters) total mineral
The process of sand replenishment is highly dependent upon the rainfall received in the catchment areas of rivers and their tributaries and velocity of river. lt is a dynamic process. Thus it is difficult to predict, what quantity of sand may be reclaimed/replenished by river. Because, in case of less rain, less water in the river, there may be less erosion T
and transportation may also be minimai and as a resuit deposition too will be less. Moreover, in case of fioods, the sudden gush of water may force the change in the river course, thus old sites of sand deposition may not be relevant. Thus, the above figures may lust be a mere prediction, based on the production in the preceding years. l.lc'e sc practically, it is not possible that in such a short period, single person can visit eacn sc:: within the district and determine how much quantity of sand may be replenished ever; year. The data narrated in the report, regarding annual deposition of sand and associateci aggregates and mineable mineral potential is concerned, is only estimation based on the production data provided by the district mining office. Thus, the figures may vary from area
to area and year on year basis. Therefore, this document is not static one but have to be a dynamic one, the figr-rres of which maV varv with respect to time. The DEAC committee is at liberty to make the spot inspection of the area under question for which the prior errvironmental clearance will be sought. ln order to establish a safe extraction limit, such that the extracted sand gets replenrshed annually, a replenrshment study is to be carried out. For this purpose, the river bed RL at selected points in the dry porlions of Riverbed will be measured dur:ing pre- monsoon period and again during post -monsoon period in order to assess'the annual quantum of sand deposition. lf it is observed that, there is an average increase in riverbed RL, it shows that it is due to deposition of sand during the monsoon flow of the river and by multiplying it with the area of lease one can measure the quantity of sand replenished every year.
**t I r& ffi l. &s L3- .--e3- a ffi' qEffireryT M TWffiT ww l ,:, :i.'ii::;:i::Lr: =: :r ,ii1;.',rtrrl,ri" %. f; ffi;k.*," fr.El*'C F) *41tr i"r{'L t# . w:ta,w; i. *-*f"""qf f:"?"r-?? V*t:JTy??!fyf 4r,a: lvt-4 *{., 1"1*-li- TF-ffitr? WitrTTSYrwP3,." I il'-4 1j",,' | 4 l*\Yt' I I.- . A DISTRICT WISE DETAIL OF RIVER OR STREAM AND OTHER SAND SOURCE SERIAL NO, NAME OF THE AREA DRAINED IN % AREA DRAINED RIVER THE DIST. (Sq.km.) IN THE DISTRICT 1 Chambal 205s Appro. 50 % 2 Retam 11.59 0.27% t\l( SERIAL NO. NAME OF THE TOTAL LENGTH IN PLACE OF ORIGIN ALT|TUDE AT RIVER OR STREAM THE DtSTR|CT(tN I ORIGIN KM) it Chambal 56 Janapao, indore i t- district 854.35 m 2 Retam OB East of 550 m Prata bhga rh village B DISTRICT WISE AVALIBILITY OF SAND OR GRAVEL OR AGGREGATES No leases of sand are sanctioned in the district. C DISTRICT WISE DETAIL OF EXSISTING MINING LEASES OF SAND AND AGGREGATES PORTION OF THE LENGTH OF AREA AVERAGE WIDTH AREA MINEABLE DISTRICT OR RECOMMENDED OF AREA RECOMMENDED MINERAL STREAM FOR FOR MINERAL RECOMMENDED FOR MINERAL POTENTTAL(tN RECOMMENDED coNcESStON(tN FOR MINERAL coNcESS|ON (tN METRTC TONE) FOR MINERAL KM) coNcESStON (tN sQ. METER) (60% TOTAL CONCESSION oF METERS) MINERAL 11-: GEOLOGY AND MTNERAL WEALTH The district encompasses huge resources of high grade as well as low-grade limestone, Binota Shale and Laterite with rare occurence of Calcite, l-ime Kankar, Tufa Itmestone and lron ore. The high-grade limestone is widely being utilized in the manufacturing of cement while low-grade iimestone is being used as dimensional stone. ' The Binota shale is being used in the manufacturing of slate pencil. CEMENT GRADE LIMESTONE The limestone belongs to Lower Vindhyan Supergroup and is exposed from Nayagaon to Khor in a 10 km. long and 3 km. wide belt. The important limestone bearing localities are Nayagaon, Khore, Damodarpura, Kheda-iather, Kanka, Kesharpura, Kundla, Morka and Suakheda area. The chemical analysis reveals that this limestone pertains io cement grade quality ranging CaO 41 to 48% MgO 0.48 to 1.12o/o,Fe2O3 0.73 to j.2Toh, Al2O3 3 22 to 4.62oh and SiO2 8.74 lo 18 21%. The Directorate of Geology and Mining M P and C.C.l carried out prospecting operation in these areas and proved 236 million tonne of cement grade limestone. LOW GRADE LIMESTONE: At present it is the best-preferred flagstone for cutting and polishing purpose of slabs and tiles. The lower Bhander limestone stretches over'a long belt of about 16.00 km from Phunsaria to Dhangaon and has breadth of about 3- 5 km. The limestone varies in colour from violet, pink, yellowish and gray. lt is fine grained, hard and compact and thickly bedded. The limestone deposit belonging to Upper Vindhyans has considerable variations of CaO content ranging from 24.67 to 47 .1 0 and SiO2 content 8.56 to 15.60, therefore, it has been categorized under low-grade limestone unsuitable for the manufacture of cement and is being used as dimensional stone. The important occurrences are Dharari, Baneriya, Kawai, Arniya, Devipura, Nayagaon, Bari, phunsariya, etc. FLAGGY SANDSTONF: Three main horizons of sandstone of Vindhyan Super Group occur in the area, which are separated by shale and limestone. These sandstone horizons belong to lower lT- Rewa sandstone, upper Rewa sandstone and lower Bhander sandstone. The important localities of sandstone are located in the viciniiy of village Ratan, Jatpura, Devipura, pata, Khera Bhangata, Jatliya, Banda, Amba, ayagaon,Pharicha, Rajpura and Motiyara etc. The colour of sandstone varies from brown, light pinkish-brown, light gray to off white in colour. These sandstone found suitable only as highway aggregate, railway ballast, building stone and crushed stone etc. As far as the flagstone is concerned the lower Bhancier sandstone is ihe most important lithounitof the area and ii is overlying the Samaria shales. The sandstone is well bedded, splittable and flaggy in nature. This sandstone stretches from the east of Lalganj to north of Chak-sarojir and continue upto N-W of Nayagaon. lt is long a belt of about 19 km from east to west and 400-1000 m wide. This sandstone shows different shades of colour ranges from pinkish-yellowish blotched with brown to purple, red and sometimes violet in shades. The flaggy nature of the rock, ease to fissile and pleasing colour it has attracted to people to use it for building purposes and it is being extensively quarried for roofing and flooring. BINOTA SHALE : Binota shale occurrences have been recorded in the district around Jiran Chitakhera and Ghusundi etc. The future prospects to exploit properly the Binota shale in the district are likelyto be profitable.lt is being used inthe manufacturing of Slate pencil. TUFA LIMESTONE : A small occurrence of Tufa limestone has been recorded in Mahadeonala bank about 3 km. SE of village Umar. lt is mixed with quarlzite boulders. Limestone covers an area of about 400 sq. m. and with average thicknoss of 0.5m.The inferred reserve of Tufa limestone is about 460 tonnes. LIME KANKAR: Lime kankar deposit is recorded about 2 km SSE of village piplon in basaltic terrarn. There are number of old pits and quarries scattered over an area of about 0,5 sq. km with the average thickness of lime kankar about 1 m, and inferred reserve is about 57500 tonnes. 2. OVERVIEW OF MINING ACTIVITY IN THE DISTRICT Land and water are the basic aspects of development of any economy, Economic development is the output of development of these natural resources in a sustainabie manner. The districi encompasses huge resources of high grade as well as low-grade limestone, Binota Shale and Laterite with rare occurrence of Lime Kankar, Tufa limestone and lron ore. The high-grade limestone is widely being utilized in the manufacturing of cement and lts CaO content ranging from 41%to AToh, while low-grade limestone having low CaO content is being used as dimensional stone. The Binota Shale is being used in the manufacturing of slate pencil. ln the district 11 mining leases, 70 quarry leases and 03 auction leases are sanctioned and as a whole, a sum total of 84 leases having 1742.349 hectare area are sanctioned in the district and fetches 42.81 cores of revenue during 2A14-15. Limestone is the only major known mineral occur in the district and one major cement plant of M/s Ultratech Cement is using the limestone. Numerous small scale cutting polishing units are working in the district using low grade limestone/Flagstone, Wffi L EEE F- -rl i,rlir,,..,4l ffi +*;ijjffi 3. THE LIST OF MINING LEASES IN THE DISTRICT WITH LOCATION AREA AND PERIOD OF VALIDITY tl I cV t{T Erl tqrili T l--lI 3rJ-dEI 1i i ilrrlqdT i fiqfi d) 1i j___I ft-fl.n lr l-lz il I LT'e€i6 llh- i1 is fi.dsqe 28.10.97 1at. 24"24'00" 1on.74"49'25" 10.000 28.10.97 Lat. 24"24'00" Lon.74'49'25" 3I-,';q1 'rl,,l,,i 12/ 1 10.000 fhnc,il-a)0c+r(€l Lat. 24"23'30" Tlv .1on.74"49'25" ;Jl i5:i,.fl,i - el_srT fi EIS 1at. 24"23'40" qlrc-e-) sn ro Lon. 74"49'25" 34 233 ETtqcrl{-l Lat. 24"32'22"to 24'32'45" Lon. 74"48 2/" to 74"48'56" gnso qcrq-€R fdo'r sfl-io tr)v Lat.. 24"3i'- -giT.V{rd-€T, 24"36' iffi, Lon.74'46'-74 tr.rq-E "52' rjfrd=_-ltqrFqT,- fi *rrqrRqT 116l 1at. 24"34'00" Lon. 74"57'00" tv 5.000 6t{.FT iflffi {ilq€x 24.3.99 Lat.24"32'40" B lsrl {g(luliib lziirMi Lon. 74'49'10" I vsrnr I 6.qs-a* 24'33-- , l.30.1-60 6;t*L 342.612 gqr€-€T, Tnq-cqr 28j .2002 Lat. I 24"34', I +{oT. 1 I I Lon.74"51'- I q$lr aE 74 "53' I GT{d i I .-t 10 lfitS'l 14.733 qlsoi o6 qflq€r{ 29.11.95 La|.24"33'- '1q1 I 24"34' EilR, qr lci ulqq I rl Lon. 74'50'-74 it..-t Frdni \Tdh i i er.rqt c]?l{jTl I I aa** | 564.1 06 q{rcr€ri 01.06.2010 La|.24"33'- T1 t*r*j qNlq TqFrrs, sti, 24"35' gs{fiq fdm'l qre) qft 20.000 ?ruRl- qpfu-c+s 16.9.06 Latitu de 1 8il trEdrq EqIr 404,405,4 {r)lili) -;{}ItiJ 06,407 +€ra 24e-31'-3L.4"N Longitude 7 4e-46'-55.2" E rnPltq€rq 1.4.07 Latitude 2 +$ er{{oqn 172,188 10.597 t@ ,T.rqfr, iltq 24e-3\'-3L7"N roqdqils-.fi'rz Longitude 7 4e-46'-47 .9" E 13807 Mining Plan Not i.i i SFTfii gqrrT 4]r. lBB 2.000 farlas-Rrgd traTlq-€I{ I wft+a.r{ +,rq Sumited {rqs 3.000 A-sosn@- mrflqcqv 29.5.07 Latitude flq-q 24e-31',17.01" Longitude E74e46'21.64" 226 1.000 ?ilarggT// il-€I{ 29.1107 lq i.e .flrrtl Mining Plan fte-J) Submited fr.,rq 3.000 sgu€fElq-i)/ qeN 18.2.08 Latitude *qq I fiie.lcr q M I rd{ 3s l 24e-3 1',-33. O" N I fiq-q l I l Longitude I i I 7 4e-46',-53.5" i-.I E )7 8Tmil qrqqir i ]{q 101 ,102 0.750 q-€fi wu-€I-drqii 18.2.08 Latitude ftz-Cl fio.TdT =rqy :s qrrf, ;ftqs 24e-3L',-33.0"N Longitude 74e-46',-53.5"E z+oo 1.280 1]sqrgqT/ q-€I{ 3.3.08 Latitu q"rfrflr ft ffi de qgqfurn 6g; eq? I 23e-32',17.61" i .ft,rq Longitude 74e50',31.5\" i ;[{FTUT I deill 2.70 q-Pl}qc?n n-rg{/ 1.10.08 Mining Plan qrOs Ft Enn, fi*la frqa Submited 10 }]trcit rlgEtdT 471 1.000 mffqT qi?l{ 28 3.2011 Latitude q.l-.frq qfi q-n,y qrefl{ /+w4 IH fqqrsfr 24e-24',-56.2"N fiqq fu-er .ltrq Longitude 7 4e-52'-59.4" E 180609 Mining Plan qTi{] Ffl-cl 491 3.385 qTqT{el/ mpilq-.qs gflidz d.rq Sumited qffl -.tr{q ftdT ergara iaat FErS -42 rTtfr qr{ qq" ftcl {s-q I tnrfiqred{ 18.06.09 Mining Plan I 491 3.385 elq;le-€]/ I 12 h=ffi-{ffi l q-s E\ffi'fi {qq Sumited 5rs-ld}-.r qTdil - rti.E O,;t n6.il {:rqnfr 42 ,ftf) .r'rrq .ll'ttz l\nctl 'llfl cl qpftqtex 18.06.09 Mining Plan 13 togwon qr+{:lrT 505 4.000 ilq;l{e]/ Sumited Erqrryra qrd-+q frqa +fi'qffitu6 Fi {{qTqJ]c cl6. emt[< F"T-f,T fr-€srsT 2.OO *qqlrZfiq'4 qGI{ 27.04.2012 Latitude 14 ffi E (qg.g.r 06 / 11) qdr{ 27 04.2012 Latitude a-arct -ge-wi{vlj 350, 363 400 aigqT,/qiq" 15 ffi sTqwfl wffd 24e 31'-38.4"N srnnqT 1!er lTqdld 3rrdrT Longitude ffid{t 2.O0 q€r{ 27 04.12 Latitu de 16 ffie=d\ttt{t'1{J 350 ?-igsr/1iq-q grrrt-+el M wirlc'l 24e-31'-38.4" N 3rrdqT ft--a]l- {tqdld emml Longitude FrqRft dif 17 I dl 6t'1'l,r iils 20 1.000 q.$iur i znoi g-€lt 11.04.08 gon Latitu de I I ltor /+n4 Frd.l qnsftsRr gcrr i I 24e-24.-45.73"N I llml z oe$ Longitude I I 'ru''i tluttflqw ] lvsfrq" 7 4e-53',-34.09" E . ,i ^ j i Flricl lt.lcl{ s25 1.500 3mRqT q-€tE 'o l.'il / l'8.04.14 i Latitude i I ihrTi{?T <3ll I ir -1 ffi i I l j ffi tsqrrcr i l l^ I rlllttt iJ-il'llc'i l26e-se,4s7,,N i qrrlr I I i fi,n 'lirz I Longitude I l i I i I 76e04,s7.4 l I l 1..-L 2r rrqt ul( I tra1 '" fl.I tcll 2.000 li-rc'lsr q-c?d( I I qqi 05oB 14 Latitude i i .rrfl(R im} J I I I tffi oz fs,r4n _ e-{r l}s ihz{ I24r_28'e.3" I t1I I JLonsituoe I ll l74e_s5'_50.3"E I r ^^ i-:a=o--. 2ilrcil E-ilCt qlrl 603 I '1.500 q-€I{ mrsT 05 08.14 Latitude .r-sr)ui t{]Cl 74.56t3g.g5"E )ir r.is|?l lqdl 1000 wftqT qriF c-€ 04.12.14 Latitude o,rdri gen ::'* I M ftqn{l sstrv 24.24',39.63"N qqR{I 2ss I I 4Iq-+ I Longitude 7 4e-46'.55.2" F \:durfi rlcJ_] Flq{ 117.532 g-4rd-€T/ q'efi!-€I{ oB 01 15 I Latitude elqq; l{ilDtti ql{E g1Eptt .rqfFa.l 24s-33',07.2" to g-od-sr, rrc_< 24e33',42" Longitude 74s.50'A3.4" to 74e50'33.5" 23 rTqq< qIT.dTd 729 0.418 gsrq€T trelt[€'{ 12.B.AB Mining Plan Sumited fi gdrdcT qtfi 24 {dTd|d qRTqUT 755 0.637 {J4rd-sT/ qdlcr€Tq 4.8.08 Mining Plan q'I.fq Sumited "ircft n {l-q 25 s ffi-t: 4.000 Eqrc-€T If€I{ 10.12.13 Latitude I ldqSl"l{f =flq.l frrd& s'tfi 24e.32.742', Longitude 74e49.254' 26 11 3.720 {|{rg€r tr€rq 26.O8.14 Latitude gsisrui{i [isl€] Fr--& 4-5 {ets-d GT'Td 24e.32.454 tt)qr {q" Longitude 74e49.454 27 846 1 .193 3t€s,qqIq-f [f€I{ 25 05 13 Mining Plan fiou,3ft+rvo"1) ffi Submited 2B ioqq qqnc fr 4tt 2.500 gacr@T d6. w€I{ 18.11.08 Latitude aTRf, {rh *. ffi *< qRerv, 24e-26'-26"N .ilqz Longitude 75e-04',-0.46"E 29 al-d-d qr{drl B4B/1 0.940 3r€-s q-€I{ 01 .07.14 Latitude fqq qP5p fiI-e-& ffi ifi'q" qqrill 24e-28'-22"N Longitude 74e-06'-46"E 30 8il gqrd t t o.404 WR iaao/ / ,/qflT{ q€IE 10.3.06 ei-cr Latitude l?.onr =r'n I FH} 4q" I 24e-28'-tg.2"N Longitude 75e-06',-18.2"E 31 ,i-d-c rfd) li aat 2.000 3t€s rTTJR qqf+flrlilfr I 28.6.06 Latitude -l .rs I qqT€I ffi I T{IqT 24e-28'-22.20"N Longitude 75e-06'-4L.7O"E 32 &T,rli rz-il Ftrud aaa 4.000 3lc-e// q€I{ I 11.7.06 Latitude q.ror I M -rRiq s)-,r q ft q;Tl_{IT I I zs,-zz.zo',N T{rs]T I lz+e Lonsitude I .70,,E JJ q I7sr-06,_41 zl+ltfl iJrIldT GIn B4B 3.000 eIQ€7, qietr{ 11 .7 .06 Latitude lb frrr'.|I I j Teer sl sRr qllgt ]t-11{-tr 24e-28',-27.80"N Longitude I I ! 75e-06',-36.24"F I Itri.q alar fi. 847 4.000 3l€-g// q-€rr 28.6.06 Latitude z:s fd-+Tr qw qCR]T M fiq-q 24e-28',-20.5"N Longitude 75e-06',-23.5"E 35 492 1.530 qqe'l;fi q-€Iq / 5.3.08 Latitude f+dT r-d-{R6 ffi fi"qrcfi gqRi-r 24s-2o',-15.00"N qT{lre-Sq.ETvrd Longitude 75e-1,2. -10.00" E 36 ildqq{ fr-dT B4B/1/ 1.000 3tc€-s 9-cery 27.10.10 qqrcT Mining Flan vr*< q-s 1 q;TISI M Submited 37i B3e/1 2.000 3rd-s qeTq 24.12 10 Latitude u). gr-tua 3Tr\il'-IT {Fr-1 M l qqlgl 24e,28'-24.r"N Frqr€ dlt qdt{ 2412.10 Latitude 3B .rsld ndT jtqtsl B3e/1 2 000 3tas rftq-1 ffi ffi e"sd-€T qiN{T 24e-28'-30.5"N fudl fiq" Longltude 75s-05'-59.5" E 24.05.14 Mining Plan 39 dHa r'4=rT RtsS 23 1 800 Tllulgql [€I{ ffi Submited q{r{{T rtTil ;rRjr1 5'Ir1 qCI{{T q-€It Latitude 40 3Tld]F l,}dT 34eqq / 2 000 3Tr+?}/qilHT 05.08.14 ddrcT *rl.'ft 2 ffi 24e-21'-21.28"N Itqn{t eo)-c.grr ffisi-a std( Longitude 75e-O9'-13.46"E { qe2rq 26.11.14 Latitude 41 34exn / 2.000 $rf,dllqqrcT Ft-.rrqfl 2 ffi Ml 24e-21'-26.65"N sdeyr nw{'la qt{E Longitude 75e-O9'-15.36"E q€I{ Plan -ffiIffi--- 14 qs 16 4.000 f*tsGlqr 17.12.14 Mining l?uycm 'dri,) fiqan fircdl Submited fffi qrrr 3nJ) n6 q;lllll i qTeff4r g-e]-t Latitude 43 426 1.000 / 13.41.12 qfrdrd q)-{std ffi qCNfl' 24e-20'-18.00"N ffi sr* Sq-f dilftd qnrqTr Longitude 75e-\2',-12.00"E 44 ElI i O"G]-?T rudT 2oo / 4.000 sTrodl/qil{{f q€I{ 26.09.1 5 Latitude I **r a"+r -1 ffi s4Eg{ 24e-21',-38.75" | ffii I nrsfli{ qr.rE jm* +* Longitude 7 5e-09', -1"6 .37" E -g{n 5 ill?itll lqcll z/t/t 4.421 Sr-{g trull-q-carl 18.1 1.08 Latitude qRtu gS{ ffi Rni"ft fh"n R:ffi 25e-02'-22.6"N Sqz Longitude 75e-12'-3r.4" E + 46 z/t/t 2.947 ctqV wtll!-€lr 18.'1 1 0B Latitude il.rrc ftJqYizn (u+rq ad{r<, fu.ffi 25e-02',-13.3"N liqnf')-roo Longitude offi riloqsr 7 5e-1.2' -47 .7" E fu'ei rftoqrsT {tq0 I I l EO 47 {{fq'a ?gqE 4.000 grrl{ur7 wflq-€rq 30.3.07 Latitude Rr,r)fr 25s-06',-31.9" N Longitude 7se-r7',-O4,2"E +o 3r€E 1 {dl-rr $lqT 158 4.000 E-sRqT/ q€ry 7.6.07 Mining Plan i ftiq)nft M Submited ftqiscqa fu rftaqrsl vrs{a{t{ 49 d-flYr rsof-frrq I Z:S ') 1.000 Eqnw/ wrffq.ers 18.1 0B Mining Plan Not fuqH Submited fq Rnffi oa. o-vftqcen 30.1.08 Latitu de 3IqqIG 1215 3.000 EqRsT/ ft+.ffi 25e-00'-31.69" N ft fHq'Ifr oe crd? Longitude 75e-16',-33.13"E 4.000 wrflrren 7.3:08 Mining Plan 51 rlFo rrd'l ltlnt 1277 Eq{Rq]/ Submited faqd {axns lr& RniA fiqn$l z:, rlEt-.flq qr.f qffI,rq fuenrrc fu-eit 3ffi+{ q?Vl LiC4i Latitude 1.000 I 12.8.08 52 .ttR"q {F{ l!ar 1235 E{{Rqr/ uqd we Rffi 25s-011-07,6" N li-qnfr 3rTq.fl FrgRrE ild{fd Longitude wrrgw fttci 75e-L6'-40.8"E rftf,.IlgT Not 1,00u qeflqcen 12.B.oB I wining PIan iimq lq-aT 1235 E{{Rqr/ | ,rot',"0 tdlera,aros RIIH ft-$B-S 4,5,6 os:ft.rHl, flFr.l Plan Not 1.000 rp Lp 75e-16'-35,.17"E qtffq.Prs 13.'10.08 Mining Plan 3N{dq ge{ ti 1244 1.875 q{{RqT/ Submited fuqHl RfuH 57 Ir.+rrg.g*t.dt_ lgli I rzst 3.000 qT'ffq-cers orfr qi- lge.Rsr/ s.rooa Latitude giid iW' I affi 3ss riTEg 25s-01'-1.08"N .nq-d-fir ts_ 75e-16'-44.89"E l58 1244 1.825 l g_oRwT I weffq€]{ 28.2.A9 plan I Be)e Mining .l ffi i Submited l I jsgI \ .ll. t'Cic4 1256 1.000 WRsT/ qrllq-cars o-r.i q)- 2.7.09 Latitude ^riRrr mifr otor{i 3oB ltzt{cq 25e-01',-1.O8"N orq-sflT B-flgr Longitude 75a16'-44.89"E 60 tz3t 2.AO E_gtrwz m-qltqiery R-dtu-ql 2.7.09 Mining plan Not ffi Submited OI +q oq* I 1277 Z.UU qEiTrtrr$r/ qPffT€Iq at<+i"r n,r)fl 2.7.09 Mining plan Not I ffi IFJtrft Submited 62 ,tt6.1 lttrll qr"l( 1248 3.000 wRqTz .piltr.lcqt 11.04.2007 w+s f;l-qrrJl j vining plan Not Rr-ntft t" ffi I Submited 63 t1ldJsml qlq;g trct/t 1.000 v?u ltr.l l/ q-€I{ 04.08.2005 Mining plan ffi ffi Submited 64 q I orfuoT rdT- 1248 l,UUL} EqRqr/ FPfrc-€r-i 22.12.2007 ftnifr Mining Plan Not Submited 65 qffird-har 11Bs / , 2.000 E-qRsTz q c?tr{ 25.08.2014 plan 9'5dl-d qrm-s 1188, Mining ffii M Submited ffi)fw) 1 189 -5qR 66 vr{{r 1 tq7 Z.UUU q:trq-.enl-1aJ2Je E-sRqr/ Latitude +dnfld ErroET lS{F} liqirfl {trri'of] 25s-0'38.99"N Longitude 17e-50'.51"E 67 416 1.000 6s7a;k3 q-€I{ 26.08,15 Mining Plan l1c{fqNlqo1 {€giri M Submited qr&'ETq Frq€I sz .p41 nqq {-qa 6B qlqld $rqnr qld zqt/t 1.750 {qRrS€T q€I{ 04.12.07 Mining Plan ldaT qM ffi elRqTZfr{{ Frc& Sumited Rilri - z/r qd1sfi qR{ rfs ;trq? 69 sflrrR lEtrdi ql-d 148 0.700 GFq/Sl{r dErrTgz 01.10.12 Mining Plan ofta qwer ({cl Submited FrqRfr €aTq *-€ ..1\\'1t\ 70 fr ;lt{eT 146 0.070 CfEc/dl{{ d-<)rTge 01 .10.12 Mining Plan fiil {iiq qEdT s-d Submited ffi €aTr"ts qq{n{ S-.{frf q inaffqiax Plan 2 21 I 1\lr 1BB 1.000 fn*+'d-qm gd, 26.05.11 Mining d-r-gwq.rn fiTq Submited ;ftrpq 3 cmqrTtt{d F-dr 374 2.000 arT{T ifqq o-vflqran 26.05.11 Latitude fl-dft+-d ffi Oq rt(rrgS V't. 24s-31'-28.5" N Longitude 74a-46',-08.6"E 4_ p_ETATLS OF ROYALTY OR REVENUE RECETVEp_IN LAST THREE YEARS 2013-14 2014-15 zals,zgjzz / - 37 ,07 ,59,648 / - 35,29,95,303 / - q ja,os,afi / - z,st,to,s+z / - 3,51,64,980 / - t,tz,o+s / - g}q?w: +,za,ato / - 12,56,385 / * Bffior,ii I : os,+a,sot / -- +o,+ela,set / * +t,ss,so,aoz / - +z,al,ss,+s+ / - 5 DETAILS OF PRODUCTION OF SAND OR BAJRI OR MINOR MINERAL IN LAST THREE YEARS r'-* -l:: -tt m. -qffi 2012-2013 ,u;2u i uf o-^t u--l I, qYf-q.tl-g €{. q q. ,i 1 zza+ fr. arzs 41. egor 2 243023 ?1. zszseo tr lfr i lg+o+s tl. 3 l --l- ii uo. fr,. to3o .r j..... " i5 23Ts36 q tfi I 14BB;2 8 l: ,b t_ __ 6. PROCESS OF DEPOSITION OF SEDIMENTS IN IHE_BtvEBq fiivers hetvc a iot of eneri;y and because they havr,: energy they dr: stL.rff fltet obviotl:; tlltngs rivcrs do wrth thetr energy is flow but. besides thrs they alsct tr:lrrsp3rt load, i:ror1c load and r,.rodc tl-re r:hannel throLrgh which they flow Erqstpn l:rosjcln is the breaking down of material by an agent ln the ci:se of a river thc: a:r-]t;ut ts watcr I hc watcr oill't crode the river's channel and the-' river's loarJ. A river s loi.lcj rs l.; is of r:rctrlcrj rnatr:rral, er:ncrally rocks, which the rrver transports Ltntjl it cjeposits rts ioarj A river's clt:rrtnel is eroded laterally and vertically making the channel wider zrnd cjcrt:pr,'r Ihe inte:nsity of lateral arrd vertjcal erosion is drctatec.i by the stage rn thc river':; (loLlrsc, dlscttsscd in rnore detail here but essentially, in the Ltpper staqe-. of the river's ootlrso (close,: to tho'sot.lrce of the river) there is little horizontal crosion ancl lots of vertical erosron lrr thc-: rrliddle;lnd lower stages vertical erosion is redLlcecj anri rnore hrtrrzsntsl crosion takes place: Ihere ilrc\ SCVOT-al diffcrerrt ways that a river erocjes rts betcJ and banks Titc i:rs: tt: hyclrattlrt: ar:tron. whr:re,r tlrc force of the water removes rock partic;les from the bcd and bilt.tks Ihrs type of erosion rs strongest at rapid,s and waterlalls where the water has a -f hiqh velocity. The ne;xt type of erosion is corasion. his is where the river s load acts alrnost like sandpaper rernoving pieces of rock as the load rubs against the bed & banks Ihrs sort of erosion is stronqest when the river is transporting laror,: chunks of rock or after hcavy r;:infall when the rivr:r's flow is turbulent, Corrosic:n is a special type of erosion that only affects certain types of rocks. Watcr, be:irrq evcr so slrg;htly acidic, will react with certain rocks and dissolve them. Corrosion is irrr;l.rly effcctive if ti'te rock type of the cltannel is chalk or lirnestorre (anything contaili.g calcrurn carbonate) otherwise, it doesn't have much of an effect. Cavitation is an interesting method of erosion. Air bubbles trapped in the water get oorlrpre)ssed into small sp.rces like cracks in the river's banks. fhese bubbles eventually -fhe rnrprlodr: crcatrrrq it srTri:tll shockwave that weakens the rocks. slrockwaves are very wt-'ak but ove:r tirne the rock will be weakened to the point at which rt falls apart. The final type cf ercsjcn is attrition. Attrition is a way of eroding the river,s load not the bed and banks Attrition is where pieces of rock in the river,s load knock together, breaking chunks of rock off of one another and gradually rounding and shrinking the load Transportation When a river erodes the eroded material becomes the river's load and the river will then transport this load through its course until it deposits the load. There are a few different ways that a river will transport load depending on how much energy the river has and how big the load is. The largest of particles such as boulders are transported by traction These particles are rolled along the bed of the river, eroding the bed and the particles in the process, because the river doesn't have enough energy to move these large particles in any other way. sliglrtly srnallcr particles, suclr as pebbles and gravel, are transporte d by saltation. This is where the load bounces along the becJ of the river because the river has enouglr energy to lift the particles off the bed bLrt the particles are too heavy to travel by suspension. Fine particles like clay and silt are transported inrsuspension; they are suspended in ihe water. Most of a river's road is transported by suspension. solution is a special method of transportation. This is where particles are dissolved into the water so only rocks that are soluble, such as limestone or chalk, can be transported in solution, Capacitv & Competence Rivers can only carry so much load depending on their energy. The maximum volume of load that a river can carry al a specific point in its course is called the river's capacity. The biggest sized particle that a river could carry at a specific point is called the river's competence. Deposition energy it is To transport load a river needs to have energy so when a river loses energy lf the forced to deposit its load. There's several reasons why a river could lose isn't flowing as river,s discharge is reduced ihen the river will lose energy because it increase in quickly anymore. This could happen because of a lack of precipitation or an reduce its discharge e,raporation. lncreased hunran use (abstraction) of a river could also river will .forcing it deposit its load. lf the gradient of the river's course flattens out, the the sea a river deposit its load because it will be travelling a lot slower. When a river meets and the sea will will deposit its load because the gradient is generally reduced at sea level absorb a lot of energy. gentle sided As rivers get nearer to their mouths they flow in increasingly wide, river has to valleys. The channel increases in size to hold the extra water which the amounts of material' receive from its tributaries. As the river gets bigger it can carry larger way from the This material will be small in size, as larger rocks will have broken up on their the river mountains. Much of the material will be carried in suspension and will erode called banks by abrasion. When rivers flow over flatter land, they develop large bends meanders. As a river goes around a bend most of the water is pushed towards the outside rather than causrng increased erosion. The river is now eroding, sideways into its banks of the bend, in downwards into its bed, a process called lateral erosion. On the inside and slow-flowing lt contrast, there is much less water. The river will therefore be shallow This is called cannot carry as much material and so sand and shingle will be deposited. a point bar or sliP off sloPe the shape of Due to erosion on the outside of a bend and deposition on the inside, the neck of the a meander will change over a period of time. Notice how erosion narrows cut rightthrough land within the meander. ln time, and usually during a flood, the riverwill called the the neck. The river will then take the new, shorter route. The fastest current' is likely to occur in thalweg, will now tend to be in the centre of the river, and so deposition to genler water next to the banks. Eventually deposition will block off the old meander heavy rain or leave an oxbow lake. The oxbow lake will slowly dry up , only refilling after during a flood. 7. GENERAL PROFILE OF THE DISTRICT S. ITEMS STATISTICS No 1. GENERAL INFORMATIOU (As per 2011 census). (i) Geographical Area 4256 sq.kms (i i) Ad ministrative Divisions: a. Number of Tehsils 6 b. Number of Blocks J c. Number of Villages 798 (iii) Population (2011) 8,25,958 Normal Rainfall 797 96 (mm) GEOMORPHOLOGY Maior phvsioqraphic unite: The district lies under the Malwa plateaLr lt can ysicaldivisions.TheNorthenandSoutlrertrplateatt under the traps, The Northern plateau division occupies the northern part of the district in Manasa, Jawad and Rampura towns. lts southern limits run along the proximity of Jawad and Rampura towns. lt is formed of the upper Vindhyan system's sandstone, shales and the basal conglomerate. Northern plateau is also marked by three scarp-llnes running parallel from west to east' The Lower plateau unb"r trapes occupies the southern and central parts of the district The area is typical and in continuation of the wide Malwa plateau further south and east. The surface is and undulating plain studded with low hills and mounds, and traversed by numerous streams. The general slope is from south to north. Maior Drainages: Almost entire district is falling under Chambal sub-basins area @in'AverysmallareatothesouthwestofJiraninNeemuch block flowslnto Jakam a tributatey of Mahi and drains into Arabian Sea- The river Chambal is flowing in eastern part of the district in northeast direction' The Retam, ldar, Erda, nrp", Bamm, Gangali & Rajori are main tributaries of the Chambal River and all'are flowing either east or northeast direction Gambhir River flowing north of Jawad town in northwest part of the district is only westerly flowing river. The drainage pattern of the area is dendritic in nature' LAND USE (in sq kms ) 944.87 (i) Forest Area : (ii) Net area sown, 1868.4 2901.1 (ii i) Cultivable area'. fUn.lOn SOIL TYPES: Black cotton soil T Streams lose velocity anc i--,a{c cepcsits when their gradient decreases, when the volunre of water decreases. r,ryhei irere is an increase in cross section, when they encounter obstructions, or when they enter still water They deposit alluvial fans, alluvial cones piedmont alluvial plains. channel fill bars, flood plains and deltas. MINING ETC' B-: LAND UTILIZATION PAfiERN tN THE IXSTRICT: FOREST, AGRICULTURE' HORTIGULTURE' for the year ending 2013- '14 (in Hectares) TotalArea and classification of Area in Neenrach District of MADHYAPRADESH state Fallow Land Not Available For Cultivation Other Uncultivated Land Excluding Fallow Land Reporiing Perman Fallow Area Land Under Area Area Barren ent Lands Net Total Sown Area Misc Tree For and Cultivable Other Area Cropped More Under Forests Under Pasture Currenl I Crops and Total than Land Mining Un- Total and Waste Total than So*n Area Non s Fallow Once activities Cultivabl Groves not utiiizalion Agricultural Other Land Curre e lncluded in Staiistics Uses Grbzing nt Land Nei Area Lands Fallows (7\ (B) (e) (10) (1 1) (12) (1 3) (14) (1 5) (1 6) {17 ) (2) {3) (4) (5) (6) 127431 .-11t"io.?1e 9325 3 16880 26204 750 724 1474 183244 31 1079 Necma(Jl :1935{i5 94413 44342 39826 88208 i0.3Ilaj9ir) -- Means Not Reported / Not Avallable or Reported Zero Directorate of Economics &Statstics Ministry of Agriculture, Govt. of lndia Page 24 of 32 -'.".:ll.l:T rl ri FF.'.'i;l ',::r ::ilt.-r;ii i'i:r1fll;l.ci irr! t*'1 "tdpi4.: , t,'t -.,, -, i,.i1.rn rt).1< {}*rtr,i PRINCIPAL CROPS Wheat, cotton etc. GEOLOGY Pleistocene to Recent Lime kankar, Laterite, Itl Soil etc. Cretaceous-Eocene Deccan Trap U pper Proterozoic-Lower Vindhyans Limestone, Sandstone, Palaeozoic Quartzite, Shale and Breccia Middle Proterozoic Delhis Jiran Sandstone Binota shale Archeans Not exposed MINERAL RESOURCES (i) Major mineral Limestone (ii) Minor mineral Flagstone, Stone, sand and muram 9_ PHYSIOGRAPHY OF THE DISTRICT The district lies on the Malwa plateau. lt can be divided in to two physical divisions, i e. the northern plateau formed by vindhyan system and the Malwa plateau covered under the Deccan Trap Basalt. This geological formation gives a clear distinction to this physical division. The present day topography is more or less similar with the topography present in the Cretaceous-Eocene period, when the eruption of Deccan Trap Basalt was started. Neemuch district forms the part of Malwa plateau. lt can broadly be divided into two physical divisions, northern plateau consists of Vindhyan rocks and southern Malwa plateau, under trap with gentle sloping topography The highest elevation of 573 m amsl in the district is recorded at norihwestern corner of the district in Jawad tehsil, comprising of upper Vindhyan rocks. The lowest elevation in the district is recorded about 410 m msl located near village Latwas (24" 20' - 750 25') in Neemuch block occupied by basaltic rocks. The district is generally covered with black cotton soils covering almost three fourths of the area. This part is occupied by Deccan Basalts. The rest part has red-yellow mixed soils derived from sandstone, shale, and gneiss. The alluvial soils are found along the river courses. The higher elevations i.e. the hilly regions have a cover of murum, which is made up of small rounded pieces of weathered bas'alts. The Vindhyans and Bijawars have a thin cover of sandy loams. The alluvium is derived from hill slopes by numerous streams and watercourses 1 0-: RAINFALL: MONTH-WISE The climate of Neemuch district is generally dry excepi the souihwest monsoon season. The year can be divided in to four seasons. The winter commences from middie of November and lasts till the end of February. The period from March to about first week of June is the summer season May is the hottest month of the year. The southwest 'monsoon starts from middle of June and lasts till end of September. October and middle of November constitute the post monSoon or retreating monsoon Season. The normal annual rainfall of Neemuch district is 797.96mm District received maximum rainfall during south west monsoon period i.e. June to Sepiember. About 90.5 % of the annual rainfall received during monsoon season. Only 9.5 % of the annual rainfall takes place between October to May period. Thus surplus water for ground water recharge is available only during the southwest monsoon period. The normal maximum temperature received during the month of May is 39.80 C and minimum durinq the month of January is 9.80 C. The normal daily mean monthly maximum temperature is 31.60 C and daily mean minimum temperature is 19.00 C. The summer season is the driest period of the year. The relative humidity generally exceeds B7o/o in the month of August. The average normal annual wind velocity of the district is 9.2 km./hr. RAINFALL IN MILIMETERS Month 20'13 2414 2015 Jan ua 67.3 17 1 Fg-br!qly_ 14.4 0 March 0 29.3 Aprrl 0 0 M?y 0 1.6 tt J une 219 1 oJ.z Entr a aAo I Julv Lna- I 4tu./ Auqust 249.8 JOO. J 152.8 September 109.0 208. B 3.0 Ociober 326 4.3 n November 0 0 0 December 3.4 0 17.1 TOTAL 1119.1 911_2 783.3 Annexure-III Financial Mining Lease EC Details of CTE CTO under CTO under Mining Plan /Mining DMG Remarks Year Detail (Initial, Capacity FC Air act Water Act Scheme Certified Renewal, (Tonne), ( Date, ( Date, Production Transfer) date, Letter validity, validity, (Tonne) with date No, amendm Capacity) Capacity) Proposed Achieved and Validity ent etc. production Production (Tonne) (Tonne) 1993-94 Lease EC issued by Not CTE CTO issued CTO issued by Mining Certified The Sectioned for MOEF & CC applicabl issued by by MPPCB MPPCB vide Plan production Society the period of vide letter e MPPCB vide letter letter no. approved figure is 5 years from no. No. J- vide no. 1686 dtd. 1684 dtd. by DGM enclosed, having 1998 to 11015/348/2 letter no. 20/03/2015 20/03/2015 Bhopal vide letter the 2003vide 008-IA.II (M), 7366 dtd. Cap- 11700 Cap- 11700 vide 845 No. lease letter No 5- dtd 10/11/20 TPA TPA dtd. 1107/khanij from 51/97/12/1 22/08/2014 14 Cap- 27/03/14 /2020/ 1998 Bhopal Capacity - 11700 Proposed Neemuch and the datwed 11700 TPA or TPA production dated producti 06/07/1998 4500m3 – 188630 04/11/2020 on M3 per records year are provide d from 1998 to 2020 1994-95 CTO Renewal CTO Renewal Mining dated dated Scheme 02/08/16 02/08/16 valid approved valid upto upto 30/06/17 by DGM 30/06/17 Bhopal vide 1288 dtd. 19/08/19 Proposed production – 100000 M3 per year 1995-96 1996-97 1997-98 2920 cum 1998-99 4038 cum 1999-00 4308 cum 2000-01 1st Renewal 3935 cum 2001-02 vide order 4404 cum 2002-03 no. F-4- CTO Renewal CTO Renewal 4500 cum 3I/2OO2/12/l on 27/06/17 on 27/06/17 Bhopal dtd. valid upto valid upto 25/02/2003 30/06/18 30/06/18 upto 10 years from 24/09/03 to 23/09/13 2003-04 2nd Renewal CTO Renewal CTO Renewal 4061 cum vide order on 08/06/18 on 08/06/18 no.F- valid upto valid upto 14/2013/12 30/06/19 30/06/19 2004-05 Bhopal dtd. Renewal on CTO Renewal 4230 cum 04/03/2014, 15/07/19 on 15/07/19 from valid upto valid upto 24/09/13 to 30/06/20 30/06/20 2005-06 23/09/23 CTO Renewal CTO Renewal 4500 cum on 25/06/20 on 25/06/20 valid upto valid upto 30/06/21 30/06/21 2006-07 4469 cum 2007-08 4423 cum 2008-09 3942 cum 2009-10 4423 cum 2010-11 4308 cum 2011-12 Nil 2012-13 Nil 2013-14 Nil 2014-15 3861 cum 2015-16 4320 cum 2016-17 4112 cum 2017-18 4416 cum 2018-19 4256 cum 2019-20 1896 cum Note:- The Data filled above should be supported by relevant document. Production Data CTE issued by MPPCB CTO Renewal on 25/06/20 valid upto 30/06/21 Lease Sectioned for the period of 5 years from 1998 to 2003 2nd Renewal, from 24/09/13 to 23/09/23 --Iel[y*r MADHYA PRADESH Affidavit t $m'$ry{tjl-af;rYlOav s/o shri Mulchandji Yadave age 51 years resident of Suwakheda Tehsil,: . Jawad oiiir:ia rueemuch is Secretary of the M/s Indira Patthar shramilcsa[t 1. That the M/s Indira Patthar E Shramik Shahkari Samiti Maryadit, is registered under Co- F operative Society. .f" 2. That,the,M/s Indira Patthar Shramik Sahkari Samiti Maryadit Suwakheda, Tqhsil Jawad . ' 'District Neemuph Madhaya Pradesh is having mining lease overbn*q1ea of 117.532 ha in fr vittases suwakheda, Khera Rathore & Kundra ;.;;;;.;: ;htct Neemuch of Madhya hr.adesh for mining of minor '" E* mineral Flag stone, 3. That the Samiti is comptying with afl the statutory requirements and Judgment of Hon',bld supreme i court dated the 2nd August 2oL7 in writ peJition'(civil) No, 114 of , 2014inthematterofCommonCauseversusUnionof1ndiaandothers.''': IA-?-4 \E ;--F '\t\,i Deponent .F "'.Amrit Lal yadav Fe Verification:- : verified that the contents of Para t . [ . No. 1 to 3 of said affidavit ,rod"'.nd- - correct to my knowledge and belief. Nothing material has been concealed therein. B \. A*:g' F i "?:r.:ir.l, .