2019

District Survey Report AS PER NOTIFICATION NO. S.O. 3611(E) NEW , 25TH JULY, 2018 OF MINISTRY OF ENVIRONMENT, FOREST AND CLIMATE CHANGE

DIRECTORATE OF GEOLOGY AND MINING MINERAL RESOURCES DEPARTMENT Govt. of

0 LOCATION AND COMMUNICATION MAP OF THE

1 1. INTRODUCTION

With reference to the gazette notification dated 15 th January 2016, ministry of Environment, Forest and Climate Change, the district- environment Impact Assessment Authority (DEIAA) and District - Environment Assessment Committee (DEAC) are to be constituted by the divisional commissioner for prior environmental clearance of quarry for minor minerals. Further on 25th of july 2018 MOEFCC vide notification no. S.O. 3611(E) recommended for prepration of district survey report for sand. The DEIAA and DEAC will scrutinize and recommend the prior environmental clearance of ministry of minor minerals on the basis of district survey report. The main purpose of preparation of District Survey Report is to identify the mineral resources and mining activities alongwith other relevant data of district. This report contains details of Lease, Sand mining and Revenue which comes from minerals in the district. This report is prepared on the basis of data collected from different concern departments. Raipur was named after King Brahmdeo Rai of Haihaya dynasty which reined this part of state in the 15 th centuray. Raipur was declred capital in 1818 by British superitendent and almost total area of the exixting state was administered centrally from here. The "RAIPUR" town has been in existence since the ninth century, old site and ruins of the fort can be seen in the southern part of city.The old inscriptions of Ratanpur, and Khallari refer to the reign of Kalchuri kings. During the Maratha Rule from 1750 to 1815, Raipur was reduced to a Pargana head Quarter. The territory was assumed by the British Government from Bhonsla's of and Chhattisgrh was declared a separate commisionary with its head quarter at Raipur in 1854. Raipur Distrct forms part of the Raipur Commissionary in the Chhattisgarh Region and occupies the south eastern part of the upper basin, the District is situated between the East longitudes 81°32’05” & 82°59’05” and by North latitudes 19°46’35” & 21°53’00” and is covered by the survey of toposheets, either fully of partly by 64 G, H, K, and 65/O. The Land locked district surrounded by Bilaspur and Baloda Bazar, in North district in south, Mahasamundand Gariyaband in east and in west.The shape of the district is

2 fairly compact and composed of 4 Tehsil and Blocks i.e. Dharsiwa, , Tildaand, .

The district head quarter RAIPUR is capital of Chhattisgarh. The Raipur city is alsothe divisional Head Quarter or Raipur (Commissionar) including fourdistrict namely , Balodabazar, Gariyaband and Dhamtari. The total area of the district is 2,891.98 Sq. Km. As per official census 2011,Raipur is the most populous district in the state with population of 21,60,876 of which male and female were 11,00,861 and 10,60,015 respectively. The Mahanadi is the main river which forms eastern boundary of the district. The western boundary district runs along the kharun river which flows towards north joining the Shivnath about 8 Km. south west of . A large number of small streams flow through the low lying areas which are diverted to join the Mahanadi in the east. The district is well connected with other cities of the State and country through the national highways NH30 & NH53. Also there is a good network of state highway. Raipur is situated on the Bombay- Howrah broad-gauge of SECR Raipur- Bilaspur Section. Air connectivity is furnished by Swami Vivekanand national airport of .

3 4 INDEX MAP OF RAIPUR DISTRICT

5 2. OVERVIEW OF MINING ACTIVITY OF DISTRICT

Raipur district is famous for its various grades of Limestone deposit viz high grade, (cement grade) blendable/Beneficial grade, Low grade etc. Minor mineral Limestone, Laterite, Sandstone, River sand are also found in huge quantity in Tilda, Kesla, Mohrenga, Kathiya, Patharakundi. 15 Nos. of Mining Lease has been sanctioned for cement grade limestone. CCI Mandhar (abondoned), Century cements (Baikunth). are the main industries in the district. 214 Nos. of Quarry leases has been granted in which for limestone 200 Nos. and 14 Nos. for clay. 15 Nos. Mining Leases granted for the limestone. The major limestone belts of the district are:- (1) Bangoli - Kharora - Mohrenga-Kesla-1, Kesla-2, Kathiyapachari-Bharuadih. (2) Murra-Dhansuli (3) Pirda-Bahnakadhi (4) Dondekala-Dondekhurd-Lalpur-Matiya (5) Madhi-Khapri-Sontara. Overall mining activity in the district are running in fullswing in term of limestone as minor mineral (building and road material), 46 Leases sand mining in bank of Mahanadi river at different villages and material like murrum ordinary stones are also permitted for quarrying of material at number of places.

Picture showing mining of Limestone in Raipur District

6 General Information of Raipur District

Sub- No. of No. of No of No. of Villages Population % division Tahsils Blocks Gram Habited Inhabited as per 2011 Literacy Panchayat 1 2 3 4 5 6 7 8 2 4 4 408 541 4 21,60,876 80.52

Block wise Statistical Profile (as per Census 2011)

Block Area (Sq.km.) Villages Gram Panchayat Dharsiwa 652.31 84 78 Arang 900.39 168 104 Tilda 735.3 135 99 Abhanpur 603.98 104 91 Total 2891.98 491 408

District Population & Literacy in 2011

Total Male Female Rural Urban % Population Literacy 21,60,876 11,00,861 10,60,015 8,84,224 12,76,652 80.52

7 3.List of Mining Leases and Sand in the District with location, area and period of validity jk;iqj ftyk esa Lohd`r fo|eku [kfuiV~Vksa dh lwph ¼i½ ftys esa [kfuiV~Vks dh lwph %& dza- [kfuiV~Vs/kkfj;ksa dk uke o irk [kfut dk Lohd`r {ks= fLFkfr xzke o rglhy vof/k dk;Z’khy@f’kfFk uke gsDVj esa y 1 2 3 4 5 6 7 1 HVOO=OV8STMK9V'O9NE=

5 -KYI>N\V¦NGTHNMIXRNOKHDIQMJON6Q SZXNL5)NM  \N\LTMUJOK\MNLTM OV I NI)N\

6 -KNV[V8Q]RHN=YN /R GV\RHN=IXRNOK>NMNVMN SZXNL5)NM  HNVJMVD[N@>NN6\K0FMKUJOK\ OV GN=¦NK\ IW\NMNLTM IUNMNVMN SZXNL5)NM  L)NMNGT0KUJOK\IUNMNVMNUJ IU

8 (ii) List of Quary lease in the district with location area and period of validity jk;iqj ftyk dh v|ru fLFkfr esa fo|eku Lohd`r mR[kfuiV~Vksa dh lwph Øa iV~Vsnkj dk uke iw.kZ irs xzke iapk;r ,oa [kljk uEcj {ks=Qy [kfut izFke vuqca/k vof/k i;kZoj.k [kuu ty@ok;q [knku lfgr rglhy fu"iknu lEefr vuqefr lEefr dk;Z'khy fnukad tkjh ek=k tkjh @f'kfFky fnukad@vo fnukad@v f/k of/k 1 2 3 4 5 6 7 8 9 10 11 12  -KY¦NNVGGTHNMYNJZWNYN -K GT(JNMK#MNLTM GN+NN[@@  IH9a9K  OV  "NX GN= NK\ IG¦NXSDQIX XH=QNLNMNMNLTM @@@@ JV'9M   HK @#@@ #@@ #@@#@@ #  -KJMK¦N NT'\N@YN /R -K GT(JNMK#MNLTM #@#  IH9a9K  OV  E=D9 GN= NK\ Q]XNMNN NT'\N@IX  JV @ RN= MNVJNKLTMHMNLTM@ OV   -KHJV8Q]XNJ9NYN -K GT(JNMK#MNLTM #@@#@  IH9a9K  OV  "NX GN= NK\ LNMOH\@IXRNOK IL]QI N=XK @@@@ JV  RN= HK X[MMNLTM@ #@@#@ #@  HVOO=FN\NWKIF]'O@L]NV -KRK FJVOM#MNLTM @@@#@@  IH9a9K  OV  @@ GN= NK\ GVH HTQI\NM@IXRNOK H #OV# JV'9M  RN= X[E=D9 YNE=WK @JNPIOD[FNV0= GN:\NVXK@9N9KFDNMNLTM

 -KOTMV¦N\N\RNXKYN -K FJVOM#MNLTM #@#  IH9a9K  OV  "NX GN= NK\ GCLN\QNOIX -KX[MMNLTM JV'9M  RN= HK  -KOT+NNNGTHNM+NNRXNXKYN -K FJVOM#MNLTM #@@#@#@  IH9a9K  OV  "NX GN= NK\ [THT>NQNOIX QVRV8Q]X[M # JV'9M  RN= HK MNLTM  -K PHV¦N +NNRXNXK@ YN -K FJVOM#MNLTM @#@@  IH9a9K  OV  "NX GN= NK\ \N\SDQ+NNRXNXK@IX LMV\N #@@# JV'9M  RN= HK NH=¦NN\N GV LNO@ 4N4N0KJ MNLTMHNVXD   -KPHV¦N+NNRXNXK@ FJVOM#MNLTM @  IH9a9K  OV  "NX GN= NK\ YN -K\N\SDQ+NNRXNXK@ JV'9M  RN= HK 9 IX LMV\NNH=¦NN\NGVLNO@ 4N4N0KJMNLTM HNVXD   HVOO= W-K IF]'O@ L]NV -KHUK FJVOM#MNLTM #@@@#@@  IH9a9K  OV  "NX GN= NK\ W-KHTQI\NM@ IXRNOK H #@ JV'9M  RN= HK YNE=WK @ JNPIOD[ FNV0= GN:\NVXK@9N9KFDNMNLTM@  -KUNMGV RMSNNMK@YN -K FJVOM#MNLTM #@#@#@  IH9a9K  OV  "NX GN= NK\ NH\N\SNNMK@IXRNOK  @@# JV'9M  RN= HK LJN0KLNMN@[TI NMKMNLTM  -KOT+NNNGTHNM+NNRXNXK@YN FJVOM#MNLTM # #@#  IH9a9K  OV  "NX /R -K[THT>NQNONQRNXK@ JV  RN= HK IXRNOK QVRV8Q]X[M@MNLTM HNVXD   -KQKXFDNTONJZ@YN -K \HGVXK#Y+NXLTM   IH9a9K  OV  "NX GN= NK\ IJ81NMNHONJZ@IXRNOK []NH JV'9M  RN= HK NVD0MN@HNVXD   -KMNV NX\N\WTHXNXK@YN -K \HGVXK#Y+NXLTM @#@@@  IH9a9K  OV  "NX GN= NK\ HNVUK\N\WTHXNXK@IXRNOK   JV'9M  RN= HK \N>NVX[MMNLTM@  -KYMIRDQFDO\YN -KL]VHMNW LMOQN#Y+NXLTM #  IH9a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Ñ1[Ð HNVXD    -KLRXGTHNMY[]RN\YN -K QNVDQVG\N#MNLTM #@@@  SZXNL5)NM  OV  9X GN= NK\ FNFT\N\ Y[]RN\ IXRNOK  #@@@#@@ JV'9M  RN= HNVRNLN\KMNV0>NMOKN@UJOK\ >NMOKN@IW\NMN[ Ñ1[Ð  -K OT+NNN MNHWK\N\ Y[]RN\@ QNVDQVG\N#MNLTM @#@@  SZXNL5)NM  OV  9X GN= NK\ IXRNOK  YNGCIU OQX@ \ #@@@@ JV'9M  RN= YNE=OK GN:\NVXK@ HNVRN@ MNLTM #@@@@@ Ñ1[ÐHNVXD  @@@  HVOO=[N K/9NVX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¦NLTMK JV  MNLTM  -KE8Q]GTHNMXN[QVR@YN -K XMQJN#YNMD[   SZXNL5)NM  OV  9X GN= NK\ WVPH\XN[QVR@IXRNOK   RN= GSJMKSN6G@MNLTM@  -KJMK\N\L9V\YNGNDWK+NNE= XMQJN#YNMD[   SZXNL5)NM  OV  9X GN= NK\ L9V\IXRNOK+NXLTMKMNLTM JV  RN=  -KL]RKNGTHNML9V\YN -K XMQJN#YNMD[ #@#  SZXNL5)NM  OV  9X  GN= NK\ QN+NNE=QVRV8Q]X[MMNLTM JV  RN= RN=

 -KNV[V¦NY[]RN\YN -K XMQJN#YNMD[  JV SZXNL5)NM  OV  9X GN= NK\ MNHRUNMY[]RN\IXRNOK  RN= HDIQMJON6QUJOK\YNMD[

 WV WV ONVIO9V9L]NV -KNHV=8Q] XMQJN#YNMD[   SZXNL5)NM  OV  9X GN= NK\

11 MNHLTIMNIXRNOK \N\LTM G0  RN= MNLTM  NDGME0/9‘KWMNWV¦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¦NNVGFWNW@ XMQJN#YNMD[ #@@  SZXNL5)NM  OV  9X  GN= NK\ YN -KHD[ZH\FWNW@ G0  RN=  IXRNOK 4N4N0KJMNLTM OV   -KY¦NNVGFWNW@ XMQJN#YNMD[ @@@  SZXNL5)NM   OV  9X  GN= NK\ YN -KHD[ZH\FWNW@ @@#@ JV  RN=  IXRNOK 4N4N0KJMNLTM # OV   -KY^NGTHNM-KRN/UR@ XMQJN#YNMD[ #  SZXNL5)NM   OV  9X  GN= NK\ YN -K YIX\ -KRN/UR@ IX   RN= RN= HGNX XD OK @ RKYNE=LK /9V9@ NDGMX[M@MNLTM@

 HVOO=JIMJMIHXMN\IURNMK@ JV'9M   RN= YN -KXMXMNNIURNMK@ IX  MIG  YRDIU IRJNM MNLTM@HNVXD 

12  -K Y+N Y%RNXK@ YN -K EDQM XMQJN#YNMD[ #@  SZXNL5)NM  OV  9X  GN= NK\ GTHNM Y%RNXK@ IX  E=Q[NJ JV'9M  RN= RN= +NN%NMNLTM@ HNVXD   -KFODUL9V\@YN -KQNXN+NNE= XMQJN#YNMD[ #  SZXNL5)NM  OV  9X  GN= NK\ L9V\@ IXRNOK  8Z I9(FM G0  RN=  HNGV=9@4N4N0KJMNLTM OV HNVXD    -K LTNNV5UH WTHXNXK@ YN /R XMQJN#YNMD[ @#@  SZXNL5)NM  OV  9X GN= NK\ -KFWNMKH\WTHXNXK@IXRNOK  #@# JV'9M  RN= \N>NVX[MSN6G@ GNDWK JNPO GV ONHXV MNLTM Ñ1[ÐHNVXD   HVOO= IL]IHM HV9\@ L]NV -K XMQJN#YNMD[ #@#  SZXNL5)NM  OV  9X GN= NK\ YW!ND!MK@IXRNOK 4@ JV'9M  RN= HV"NXN &\N:G@ OV'9M @ W-K HM\KX IRJNM@ MNLTM HNVXD    -KYXTWF0RNXK@YN -KIRW XMQJN#YNMD[ @  SZXNL5)NM  OV  9X GN= NK\ F0RNXK@IX 4N4N0KJXNGN@ JV'9M  RN= MNLTMÑ1[Ð HNVXD 

 HVOO=H0KHZRO=LN9= -KNHV8Q] XMQJN#YNMD[   SZXNL5)NM  OV  9X GN= NK\ W6X  RN=

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¦NXFN0KMNLTM   RN= 9X  OV   -KHUKOD[KUNY[]RN\LIU-K HDIQMJON6Q#YNMD[ #@@#  SZXNL5)NM   OV  9X GN= NK\ G6\N¦NY[]RN\IXRNOKYXTLH GN+NN[ JV'9M  RN= X[MMNLTM  OMNVW/9NVXG]V¦NM+NN[KQNM HDIQMJON6Q#YNMD[ #@@@  SZXNL5)NM  OV  9X  GN= NK\ YNXDQIOD"NNIXNIX QVRV8Q]X[M JV'9M  RN= RN= MNLTM  HVOO=OKWK []NV4NH=+NN[KQNM HDIQMJON6Q#YNMD[ #@#@@  SZXNL5)NM  OV  9X GN= NK\ -KIRILXY[]RN\YN -KGVOK @ JV'9M  RN= Y[]RN\IXRNOK YXTLHX[M MNLTM  HVOO=ONV\MMN'OLN9=XM-K HDIQMJON6Q#YNMD[ @@@  SZXNL5)NM  OV  9X GN= NK\ YXT+NRHOKJYN -KL]HNVQ #@# JV'9M  RN= HOKJIX LDS¦NK\X[MMNLTM

 -K Y3STH\ [NRMK@ YN -K HDIQMJON6Q#YNMD[ @#@@  SZXNL5)NM  OV  9X  GN= NK\ SNV>NNH\ [NRMK@ IX  4N4N0KJ @ JV'9M  RN=  MNLTM@ OV   -K MNHYRUNM Y[]RN\@ YN /R HDIQMJON6Q#YNMD[ #@@#@  SZXNL5)NM  OV  9X  GN= NK\ -K IXMDWX Y[]RN\@ IX  G0  RN=  IR NN\X[MMNLTM@ OV     -K HNV9ZH\ Y0RNXK@ YN -K HDIQMJON6Q#YNMD[ #@@@  SZXNL5)NM  OV  9X GN= NK\ IHJNH\Y0RNXK@IX IRRVGNXDQ G0  RN= YN-HGVLNO@MNLTM@

14  -KEDQMGTHNMIL]URNXK@YN -K HDIQMJON6Q#YNMD[ @@#  SZXNL5)NM  OV  9X GN= NK\ 9NGXQNO IL]URNXK@ IXRNOK  G0  RN= \N>NVX[M@MNLTM@  OLKHNE=IXD[E0/9‘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‘'¦NXLN9 -K FNJXNGN0K#YNMD[   SZXNL5)NM  OV  9X  GN= NK\ MNHYRUNMY[]RN\IX IR¦NN\    X[MMNLTM OV   -KIXRNO/9NVXVIOD[L]NVOT+NNN FNJXNGN0K#YNMD[   SZXNL5)NM  OV  9X GN= NK\ NQRNXKYN-K[THT>NQNOIX   4N4N0KJ UG  -KHXKNY[]RN\ILUN/R -K FNJXNGN0K#YNMD[ @@@# JV SZXNL5)NM  OV  9X  GN= NK\ OV\N¦NSDQ]IXRNOKYXTLHX[M  RN= RN= MNLTM  -KIRWWNQRNXKYN /R FNJXNGN0K#YNMD[ @#@@@  SZXNL5)NM  OV  9X  GN= NK\ LNVL9H\WNQRNXKIXRNOK # JV'9M  RN=  OHNHV\X 0K#QVRVDQ]X[MMNLTM OV   HVOO=9K/9NVX@L]NV -KHNVJ(HQ FNJXNGN0K#YNMD[ @@@@  SZXNL5)NM   OV  9X GN= NK\ YNMK4@IXRNOK 1NV9NLNMN @ JV   HI/WQGVLNO@MNLTM@  -KMNGV¦NQZFVYN -KMNHL]ONQ FNJXNGN0K#YNMD[ #  SZXNL5)NM  OV  9X GN= NK\ QTFVIXRNOK¦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¦NGTHNMSV\GILUN-K NXOZ\K#YNMD[ @@@@ JV SZXNL5)NM  OV  9X  GN= NK\ MUX\N\SV\GIXRNOKNXOT\K   RN=  RN= LNV XMQJNUJOK\YNMD[IW\N MNLTM  HVOO=HJNHNNIHXMNX G0    HVOO=[NV¦N/9NVXL]NV -KODUNVN NXOZ\K#YNMD[   SZXNL5)NM  OV  9X GN= NK\ GTHNMY[]RN\@YN -K+N[RNX JV  RN= QNO@IX HVXMNV0@)NNXVGVLNO@ HNVRN@MNLTM@HNVXD  17  -K N6\V8Q]SN6MION@YN -K+NKH NXOZ\K#YNMD[   SZXNL5)NM  OV  9X GN= NK\ L]ONQ SN6MION@ IX  [N K G0  RN= X[M MNLTM@ HNVXD    -KW¦NDGML9V\@ NXOZ\K#YNMD[   SZXNL5)NM  OV  9X  GN= NK\ YN -K+NNXWK+NNE=L9V\@ G0  RN=  IX 4N4N0KJMNLTM@ OV   HJNRKM/9NVX'RNMK@L]NV -KMHV N NXOZ\K#YNMD[ @  SZXNL5)NM  OV  9X  GN= NK\ GTHNML9V\@YN /R -KWKRMNW G0  RN=  +NNE=L9V\@ IXRNOK 8Z I9(FM OV HNGV=9@ 4N4N0KJ MNLTM@HNVXD     HVOO=QT[N= /9NVX@L]NV -KIX\V N NXOZ\K#YNMD[   SZXNL5)NM  OV  9X GN= NK\ L9V\@YN /R -KHNVJXL9V\@IX G0  RN= WKE= MNV0@MNWXNDQ[NDR@HNVXD   -KYIX\WD"NV\@YN /R -K NXOZ\K#YNMD[ @@ÑXN  SZXNL5)NM  OV  9X GN= NK\ +N[UMNHWD"NV\@IXRNOK  @@Ð G0  RN= YNE=#@[\KXD @-KMNHX[M 4VO @ NDGMX[MMNLTM@HNVXD   -KONDE=/9NVX¦NM@LN9=XM-K NXOZ\K#YNMD[ @@  SZXNL5)NM  OV  9X GN= NK\ L]HNVQIURNMK@YN -K[D[NL]ONQ JV'9M  RN= IURNMK@ IXRNOK  @ HZG FINM/GZ\GVLNO@ OTDQMX[M@ MNLTM@ HNVXD   HVOO=-K[NLIUIHXMNLMK#YNMD[ G0  RN=  -KGH\V¦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‘KGN:\NVXK@ OV \69XD FK&\N:G@ NDGM  X[MMNLTM

 -KHXQKLIODJYMNVMN@ YGNV\0KJ   SZXNL5)NM  OV  9X GN= NK\ YN -KOMQNMGDTQXIODJ@ >NLMK#YNMD[ G0  RN= IXRNOK [TXNXGX[M@ [T`NMNGVLK1V@UV\KFNDNN MNLTM@ HNVXD   -K GCNN HV9\ R'O=@ ODSN\G YGNV\0KJ #@@@@  SZXNL5)NM  OV  9X GN= NK\ -KHUKIGMN[T,UN@ >NLMK#YNMD[ @ JV'9M  RN= LIU-KYNVHL]GN N[T,UN@ IXRNOK  \69XD @1%RN HDIW\@[6]809N:RM@WK9K 'WNVI9GN@ NDGMX[MMNLTM@  -KHNVJ(HQYNLMK#YNMD[ G0  RN= ONDE=X[M@MNLTM@ 19  Y[]OVXIHXMNLMK#YNMD[ JV'9M  RN= Y[]RN\@IXRNOK  NN:LXD $ I`UKU\@BN+NSVDFM@HWK MNV0MNLTM  HN:HXONLZXK=IHXMNLMK#YNMD[ JV  RN=  HVOO=FK YNM GV 0V2J\LO=0 YGNV\0KJ @#@@@@  SZXNL5)NM  OV  9X GN= NK\ HNE=XO=L]NV -KHUKI¦NNLMK#YNMD[ @@#@@ JV'9M  RN= @@@@ @@@ #@@#@ @@@@ @@#@@@ @@  -KBUTLN=[T,UN@YN -KOUK¦N YGNV\0KJ @  SZXNL5)NM  OV  9X I NI)N\ GTHNM[T,UN@IX 8Z NNDIUX[M >NLMK#YNMD[ JV'9M  RN= MNLTM@ HNVXD   -KGHMHNVJ(HQ@YN -KHNVJ(HQ YGNV\0KJ   SZXNL5)NM  OV  9X GN= NK\ YNW@IX GVGV MNV0 >NLMK#YNMD[ JV'9M  RN= HN6QJNLNMNMNLTM@

 -KI NRGTHNMY[]RN\@YN -K YGNV\0KJ   SZXNL5)NM  OV  9X GN= NK\ IXMDWXY[]RN\@IXRNOK IR NN\ >NLMK#YNMD[ G0  RN= X[MMNLTM@  -KGCNNHV9\R'O=@ LN9= -K YGNV\0KJ @@@@  SZXNL5)NM  OV  9X I NI)N\ YNXDQ[NVLN\Y[]RN\@ IXRNOK  >NLMK#YNMD[ @@@@ JV'9M  RN= [N KX[MMNLTM@  HNVXD   -KGH\V N+NNRXNXK@YN /R -K YGNV\0KJ @@@@ JV SZXNL5)NM  OV  9X Q N=X\N\+NNRXNXK@IXRNOK  >NLMK#YNMD[ @#@#@  RN= QVRV8Q]X[M@MNLTM #@@@ HNVXD  @@@@ #  -KFWMD[F\K NM@LN9= -K YGNV\0KJ @  SZXNL5)NM  OV  9X I NI)N\ FD9KY[]RN\@IXRNOK \N:O >NLMK#YNMD[ JV'9M  RN= IR/UNY(\K0KJ@MNLTMÑ1[Ð HNVXD  20  [NV\GD/9‘' NXGDLXK@LN9= -K YGNV\0KJ #@@@@  SZXNL5)NM  OV  9X GN= NK\ MNHYRUNMY[]RN\@IXRNOK  >NLMK#YNMD[ JV'9M  RN= IR NN\X[MMNLTM@ HNVXD   [NV\GD/9‘' NXGDLXK@LN9= -K YGNV\0KJ>NLMKRD @@#@#@  SZXNL5)NM  OV  9X GN= NK\ I NRGTHNMY[]RN\@IXRNOK  FNJXNGN0K#YNMD[ @ JV'9M  RN= IR NN\X[MMNLTM@ HNVXD   HVOO=ONc)NRV/9LNE=LRV/9L]N YGNV\0KJ @@@@  SZXNL5)NM  OV 9X I\@0N -KIRHO\NHLTIMN@ >NLMK#YNMD[ @@@@ JV  IXRNOK @O4NM&\N:G@ @@@@ []KXIH0NVWYLN9=HVD9@Q\Q\ @@@@ IORXK@HNVRNMNLTMÑ1[ÐHNVXD @   HVOO=XMIODJIHXMNLMK#YNMD[ JV'9M  YN 0N: QVRQNOY[]RN\@ IXRNOK OHUNGN:\NVXK@MNLTM HNVXD   -KHUKYS=XN NHN=@LIU-K LSV0N#YNMD[   SZXNL5)NM  OV  9X GN= NK\ MNGV¦N NHN=@IXRNOK OK#@ G0  RN= &\N:GFK@OV'9M@MNNNGCN HDIQMGVLNO@OHUNGN:\NVXK@ MNLTM  -KYI+NNVGSN6NMK@ YN -K0KGV LSV0N#YNMD[   SZXNL5)NM  OV  9X GN= NK\ SN6NMK@ IXRNOK  HNUK G0  RN= MVOK0V8OK@ Y(\K0KJMNLTM HNVXD   HVOO=>NXTWNGD/9‘' NX@ LN9=XM LSV0N#YNMD[   SZXNL5)NM  OV  9X  GN= NK\ -KWQKLIOD[>NXTWN@ -KHUK G0  RN= RN= LTLK8QMGN6M>NXTWN@ -KHXWKU IOD[>NXTWN@ IXRNOK JNPOXD #@ NHX[M@[TXNXG X[M@MNLTM  -K ILZN L9V\@ YN -K XMIODJ LSV0N#YNMD[   SZXNL5)NM  OV  9X GN= NK\ +NNE= L9V\@ IXRNOK  4N4N0KJ G0  RN= MNLTM@

 HVOO=YNXDQ/9NVXE0/9‘KW@L]NV LNMN[NDR#YNMD[   4 NK=L5)NM  OV  9X GN= NK\ 21 -KHUKOLXNIOD"NNIXN@LIU-K  RN= MHV NIOD"NNIXN@IX @ OHUNGN:\NVXKMNLTM@HNVXD    -KODWNQRYN -K IXOQN#YNMD[   SZXNL5)NM  OV I NI)N\ E8Q]GTHNMNQRIX MNLTM   -K ODUNVN NQR@ YN -K IXOQN#YNMD[   4 NK=L5)NM  OV  9X I NI)N\ MNHYN- NQR@ IXRNOK  G0  RN= "NNV0NMKHNVXD   -K NH OTQDM NQR@ YN -K IXOQN#YNMD[   4 NK=L5)NM  OV  9X I NI)N\ EDQ]IODJ NQR@ IXRNOK  GCNN G0  RN= X[M@MNLTM HNVXD   -KYNGN¦NFWNWYN-KY¦NNVG IXOQN#YNMD[   4¦NK=L5)NM  OV  I NI)N\ FWNWIXRNOKOV'9MQVRV8Q] G0  RN= X[MMNLTM  -KMNVIJUGTHNMONJZYN-K IXOQN#YNMD[   4¦NK=L5)NM  OV I NI)N\ 1FKMNHONJZIXRNOKIXOQN G0  UJOK\YNMD[IW\N  -K \N\SDQ Y[]RN\@ YN -K IXOQN#YNMD[   4 NK=L5)NM  OV  9X GN= NK\ "NKONMNH Y[]RN\@ IXRNOK  JV'9M  RN= OMNLN\K@HJNOHTDQÑ1[ÐHNVXD   -K LTXKU MNH ONJZ@ YN -K IXOQN#YNMD[   4 NK=L5)NM  OV  9X GN= NK\ S8Q] NNV+NN ONJZ@ IXRNOK  []NH G0  RN= IXOQN UJOK\ YNMD[ IW\N  MNLTMÑ1[Ð  W FWMD[ YN6_NVI[G >NQNX IXOQN#YNMD[ @  4 NK=L5)NM  OV  9X GN= NK\ GNH[NM OJ OIHIU@ Y^N -K G0  RN= +N[RNXK MNH IXNNQ@ YN -K NH\N\IXNNQ@IXRNOK []NH LNMN[NDRUJOK\YNMD[@IW\N  MNLTMÑ1[Ð  -KQVRNXDQONJZ YN -KLMONQK IXOQN#YNMD[   4 NK=L5)NM  OV  9X GN= NK\ ONJZ@ IXRNOK  []NH IXOQN G0  RN= UJOK\YNMD[ IW\N MNLTMÑ1[Ð  -K QTDU ONJZ@ YN -K OT+NNN IXOQN#YNMD[   SZXNL5)NM  OV  9X GN= NK\ ONJZ@IXRNOK []NH IXOQNLNV G0  RN= 22 YN LNMN[NDR@ UJOK\ YNMD[ IW\N MNLTMÑ1[  -K NXV N ONJZ@ YN -K GVWZMNH IXOQN#YNMD[ @  SZXNL5)NM  OV  9X GN= NK\ ONJZ@ IXRNOK  []NH IXOQN@ G0  RN= UJOK\YNMD[IW\N MNLTMÑ1 [ÐHNVXD   -K 9VGMNH ONJZ@ YN -K IXOQN#YNMD[   SZXNL5)NM  OV I NI)N\ JKMN\N\ ONJZ@ IXRNOK  []NH  IXOQNUJOK\YNMD[MNLTM  -KGCNQVRIODJYN -KXMIOD[ IXOQN#YNMD[   SZXNL5)NM  OV I NI)N\ IODJ@ IXRNOK  OTLV\N I+N\NE=@  MNLTMÑ1[Ð  -K \N\SDQ Y[]RN\ YN -K IXOQN#YNMD[   SZXNL5)NM  OV I NI)N\ "NKONMNH Y[]RN\@ IXRNOK  G0  OMNLN\KHJNOHTDQÑ1[Ð  -K LRX SDQ]NGM YN /R -K IXOQN#YNMD[   SZXNL5)NM   OV I NI)N\ XNMNN SDQ]NGM IXRNOK  []NH  IFMGNVXK@ UJOK\ R IW\N HJNOHTDQÑ1[Ð  -K +N\c MNH ONJZ@ YN -K IXOQN#YNMD[   4 NK=L5)NM  OV  I NI)N\ +NG\Z MNH ONJZ@ IXRNOK   RN= IR-NHLTMF\N6QNFNWNMÑ1[Ð  -KHDG[T,UN@ YN -KFVXKL]ONQ NXOZ\K#IU

 HVOO= MNHQZU /9NVX L]NI\@ NXOZ\K#IU

24 0NMV'9M-KHNVJXY[]RN\@ YN #@@@@@@ JV'9M  RN= -KHJNRKML]ONQY[]RN\@ #@@ IXRNOK  \N\[D[N IH0NO@  rd #@@@@@@ \NVM@ NN:L XD  4N4N0KJ@ @@@#@@ MNLTM #@@  HVOO=IULUK/9NV8O@ LN9= -K NXOZ\K#IUNXNIWHTQaQKXIXRNOKMNLTM G0  RN=  -KGVQNMY[]RN\IXRNOK>NMNVMN HZMN#IU

 -KYUT\IH-NIXRNOKGNV9N@ HZMN#IU

25 IH-N@IXRNOK GNV9NMNLTM@ G0    QVRGKXDQX/9NVXL]NI\ L]NV -K HZMN#IU

 -K IRW Y[]RN\@ YN /R -K HZMN#IU

 -KF\RNXSJVIMN@ HZMN#IUNMNVMN UJOK\ G0   RN= IUNN>NIMN@YN -KOTMV N HZMN#IUNN>NIMN@IXRNOK MN[  G0  RN= FN0N@IOIR\\NE=XMNLTM@HNVXD   -KHUK/RN=\UNIH-N@ HZMN#IUNMNVMN G0  UJOK\IUNMKMNHONJZ@IXRNOK FT0VMN  RN= UJOK\IUNTQ=UJOK\ G0  RN= RIW\NMNLTM  HNV GNIOH  YN W\K\ YJHQ FT0VMN#IUNLMK#IUNLMK#IU

 -KOTMV NGTHNMY[]RN\@YN /R WNVUN#IU

 -KHUKYIXUNW6XYN -K QT\XN#Y+NXLTM #@#@@  SZXNL5)NM  OV  9X  GN= NK\ -KND¦NW6XIX XRNLNMN#MNIWH  JV'9M   RN= IW\NMNLTM  -KHUKGIRUNW6X QT\XN#Y+NXLTM @#@  SZXNL5)NM  OV  9X GN= NK\    -KHUKGIRUNW6X QT\XN#Y+NXLTM #@@  SZXNL5)NM  OV  9X OHNHV\X JV'9M  RN=  -K JIMHNVJX ONJZ@ YN -K QT\XN#Y+NXLTM   SZXNL5)NM  OV  9X  GN= NK\ GNIU=GMNHONJZ@ G0  RN= RN= IXRNOK []NHQT\XN@ UJOK\Y+NXLTMIW\N MNLTM 29 Ñ1[Ð  -KHUKGIRUNW6X@LIU-KOXU QT\XN#Y+NXLTM #@@  SZXNL5)NM  OV  9X GN= NK\ W6X@IX XRNLNMN@ JV'9M  RN= UJY+NXLTMIW\N MNLTM  -K ONGVU W6X@ YN -K OXU QT\XN#Y+NXLTM @@@@  SZXNL5)NM  OV  9X GN= NK\ W6X@ IXRNOK  [NVFMN XRNLNMN@ @@@@ JV'9M  RN= UJOK\Y+NXLTMIW\NMNLTM @@@ HNVXD   -K[NV¦NL]ONQ>NVUNXIXRNOK FV8Q]K#Y+NXLTM #@#  SZXNL5)NM  OV  9X I NI)N\ HNJQNLNMNMNLTM  RN=  -KGH\V¦N+NNRXNXK IOD[NM+NN%N# @  SZXNL5)NM  OV  9X GN= NK\ Y+NXLTM JV  RN=

30 4. Details of Royalty or Revenue Received in Last Three Year Major Minerals

ftyk jk;iqj varxZr izkIr jktLo dh tkudkjh

Ø- foRrh; o"kZ [kfut mRiknu ek=k xkS.k [kfut ¼Vu esa½ jsr ;k ctjh ¼?ku eh-½ 1 2 3 4 1     2     3    

31 ftyk jk;iqj esa foxr rhu o"kksZ esa jk;YVh jktLo izkIr dh tkudkjh

Ø- foRrh; fu/kkZfjr izkIr jktLo dh tkudkjh ;ksx y{; o"kZ eq[; [kfut xkS.k vFkZn.M fofo/k 0279 Recipt f=&Lrfj; [kfut izkfIr;ka from the iapk;rksa dks auction of COA jsr [kfut (Limestone) ls izkIr jk;YVh jkf'k 123 4 567 8 9 10 1   \N>N       491431588 2   \N>N       643397941-80 3   \N>N       668389004

32 5. Details of Production of Sand or Bajari in last three years jk;iqj ftyk esa ?kksf"kr jsr [knkuksa dh lwph Ø- jsr [knku xzke iapk;r@ [kljk jdck i;kZoj.k Dyh;jsal (MOEF) [knku [kuu dh vof/k fjekdZ dk uke fodkl[kaM ua- vkns'k Øa- izfr o"kZ lapkyudrkZ @fnukad [kuu ek=k ¼?ku eh- esa½ 1 >N9a9K >N9a9K#Y+NXLTM  JV #  []NHLDSNU>N9a9K OV DEIAA `NMNSemi Mechanized # way IQXNDGOV LN=RMNO(HIUL]N,U$ 2 GT(JNMKÑFKÐ GT(JNMK#YNMD[  JV #  []NHLDSNUGT(JNMK OV DEIAA `NMN Semi Mechanized way IQXNDGOV LN=RMNO(HIUL]N,U$ 3 GT(JNMKÑOKÐ GT(JNMK#YNMD[  JV #  []NHLDSNUGT(JNMK OV DEIAA `NMN Semi Mechanized way IQXNDGOV LN=RMNO(HIUL]N,U$

4 QT\XNÑÐ QT\XN#Y+NXLTM @ JV #  []NHLDSNUQT\XN OV DEIAA `NMNLN=RMNO(HIUL]N,U$  5 QT\XNÑFKÐ QT\XN#Y+NXLTM  JV #  []NHLDSNUQT\XN OV DEIAA `NMNLN=RMNO(HIUL]N,U$ 6 MN9NGN9 MN9NGN9#YNMD[  JV ÑAÐ#  []NHLDSNU OV DEIAA `NMN Semi Mechanized ÑOKÐ MN9NGN9 way IQXNDGOV LN=RMNO(HIUL]N,U$

7 ODT[VMNÑÐ OTD[VMN#IUNXNÑFKÐ GNVI\NMK#  JV #  []NHLDSNU OV DEIAA `NMNSemi Mechanized Y+NXLTM # GNVI\NMK way IQXNDGOV LN=RMNO(HIUL]N,U$ 13 IS>N\K IS>N\K#YNMD[   #  WXLQLDSNU OV DEIAA `NMN Semi Mechanized JV'9M #  YNMD[ OV way IQXNDGOV LN=RMNO(HIUL]N,U$ 14 LNMN[NDR LNMN[NDR#YNMD[ @ JV #  []NHLDSNULNM[NDR OV DEIAA `NMN Semi Mechanized  YNMD[ way IQXNDGOV LN=RMNO(HIUL]N,U$ 15 LNMN[NDRFK LNMN[NDR#YNMD[ @ JV #  []NHLDSNULNM[NDR OV DEIAA `NMN Semi Mechanized  YNMD[ way IQXNDGOV LN=RMNO(HIUL]N,U$ 16 GN[QVJKÑÐ GN[QVJK#YNMD[  JV #  []NHLDSNU OV DEIAA `NMN Semi Mechanized GN[QVJK way IQXNDGOV LN=RMNO(HIUL]N,U$ 17 GN[QVJK GN[QVJK#YNMD[  JV #  []NHLDSNU OV DEIAA `NMN Semi Mechanized ÑFKÐ GN[QVJK way IQXNDGOV LN=RMN O(HIUL]N,U$ 18 JMQK0KJ GN[QVJK#YNMD[   JV #  []NHLDSNU OV DEIAA `NMN Semi Mechanized ÑFKÐ GN[QVJK way IQXNDGOV LN=RMNO(HIUL]N,U$ 19 JMQK0KJ GN[QVJK#YNMD[   JV #  []NHLDSNU OV DEIAA `NMN Semi Mechanized Ñ0KÐ GN[QVJK way IQXNDGOV LN=RMNO(HIUL]N,U$ 20 FV8Q]K FV8Q]K#NMOKDRN   #  []NHLDSNUFV8Q]K OV DEIAA `NMN Semi Mechanized way IQXNDGOV LN=RMNO(HIUL]N,U$ 21 \>NXNÑÐ GNVI\NMK#Y+NXLTM  JV #  WXLQLDSNU OV DEIAA `NMN Semi Mechanized #  Y+NXLTM OV way IQXNDGOV LN=RMNO(HIUL]N,U$ 22 ,NNMN[NDR LNMN[NDR#Y+NXLTM   JV #  []NHLDSNU OV DEIAA `NMNSemi Mechanized ÑFKÐ LNMN[NDR way IQXNDGOV LN=RMNO(HIUL]N,U$ 23 [N6M+NN%ÑFKÐ [N6M+NN%#YNMD[  JV #  []NHLDSNU OV DEIAA `NMNSemi Mechanized [N6M+NN9 way IQXNDGOV LN=RMNO(HIUL]N,U$ 34 6. PROCESS OF DEPOSITION OF SEDIMENTS IN THE RIVERS Sendimentation of rivers of District Process - Rivers have a lot of energy and because they have energy, they do stuff. The obvious things rivers do with their energy is flow but, besides this, they also transport load, erode load and erode the channel through which they flow. Erosion is the breaking down of material by an agent. In the case of a river, the agent is water. The water can erode the river’s channel and the river’s load. A river’s load is bits of eroded material, generally rocks, which the river transports until it deposits its load. A river’s channel is eroded laterally and vertically making the channel wider and deeper. The intensity of lateral and vertical erosion is dictated by the stage in the river’s course, discussed in more detail here but essentially, in the upper stage of the river’s course (close to the source of the river) there is little horizontal erosion and lots of vertical erosion. In the middle and lower stages vertical erosion is reduced and more horizontal erosion takes place. There are several different ways that a river erodes its bed and banks. The first is hydraulic action, where the force of the water removes rock particles from the bed and banks. This type of erosion is strongest at rapids and waterfalls where the water has a high velocity. The next type of erosion is corrosion. This is where the river’s load acts almost like sandpaper, removing pieces of rock as the load rubs against the bed & banks. This sort of erosion is strongest when the river is transporting large chunks of rock or after heavy rainfall when the river’s flow is turbulent. Corrosion is a special type of erosion that only affects certain types of rocks. Water, being ever so slightly acidic, will react with certain rocks and dissolve them. Corrosion is highly effective if the rock type of the channel is chalk or limestone (anything containing calcium carbonate) otherwise, it doesn’t have much of an effect. Cavitations is an interesting method of erosion. Air bubbles trapped in the water get compressed into small spaces like cracks in the river’s banks. These bubbles eventually implode creating a small shockwave that weakens the rocks. The shockwaves are very weak but over time the rock will be weakened to the point at which it falls apart. The final type of erosion 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 35 any other way. Slightly smaller particles, such as pebbles and gravel, are transported by salvation. This is where the load bounces along the bed of the river because the river has enough energy to lift the particles off the bed but the particles are too heavy to travel by suspension. Fine particles like clay and silt are transported in suspension; they are suspended in the water. Most of a river’s load 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. Capacity & Competence Rivers can only carry so many loads depending on their energy. The maximum volume of load that a river can carry at 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 To transport load a river needs to have energy so when a river loses energy it is forced to deposit its load. There’s several reasons why a river could lose energy. If the river’s discharge is reduced then the river will lose energy because it isn’t flowing as quickly anymore. This could happen because of a lack of precipitation or an increase in evaporation. Increased human use (abstraction) of a river could also reduce its discharge forcing it deposit its load. If the gradient of the river’s course flattens out, the river will deposit its load because it will be travelling a lot slower. When a river meets the sea a river will deposit its load because the gradient is generally reduced at sea level and the sea will absorb a lot of energy. As rivers get nearer to their mouths they flow in increasingly wide, gentle sided valleys. The channel increases in size to hold the extra water which the river has to receive from its tributaries. As the river gets bigger it can carry larger amounts of material. This material will be small in size, as larger rocks will have broken up on their way from the mountains. Much of the material will be carried in suspension and will erode the river banks by abrasion. When rivers flow over flatter land, they develop large bends called meanders. As a river goes around a bend most of the water is pushed towards the outside causing increased erosion. The river is now eroding sideways into its banks rather than downwards into its bed, a process called lateral erosion. On the inside of the bend, in contrast, there is much less water. The river will therefore be shallow and slow-flowing. It cannot carry as much material and so sand and shingle will be deposited. This is called a point bar or slip off slope Due to erosion on the outside of a bend and deposition on the inside, the shape of a meander will change over a period of time. Notice how erosion narrows the neck of the land within the meander. In time, and usually during a flood, the river will cut right through the neck. The river will then take the new, shorter route. The fastest current, called the thalweg, will now tend to be in the centre of the river, and so deposition is likely to occur in gentler water next to the banks. Eventually deposition will block off the old meander to leave an oxbow lake. The oxbow lake will slowly dry up , only refilling after heavy rain or during a flood. Streams lose velocity and make deposits when their gradient decreases, when the volume of water decreases, when there is an increase in cross section, when they encounter obstructions, or when they enter still 36 water. They deposit alluvial fans, alluvial cones, piedmont alluvial plains, channel fill, bars, flood plains and deltas.

37 7. General Profile of the District

S.No. Particulars Statistics 1 General Information Geographical Area 12383 km2 Geographical Position North Lattitude 19°46"35' to 21°53" East Longtitude 81°32"05' to 82°59"05' Administrative Division/Number of Tehsil 04- Raipur,Arang, Tilda, Abhanpur 04- Dharsiwa, Arang,Abhanpur, Tilda No. of Panchayat/Villages 04/408 Population (As Per Census 2011) 4063872 Population Density (As Per Census 2011) 328 2 Geographology Major Physiographic Units Alluvial Plain of Mahanadi Major Drainage Mahanadi , Kharun and its tributaries Temprature Max. 45 Min. 25.6 3 Land use (Km 2) Forest Area 32.57 4 Major Soil Types Vertisol , Ultisol 5 Number of Ground Water Monitoring Stations of CGWB (10.05.2016) Water Level Ultisol No. of Major Bridges 4 Nos. No. of Minor Bridges 13 Nos. 6 Hydrologeology Major Water Bearing Formation Limestone, Sandstone Pre-Monsoon depth of water level During 2012 13.6m Post Monsoon depth of water level during 2012 2.83m 7 Mining Scenario Total No. of Mining Leases (Major Minerals 15 Total Area of Mining Leases (Major Minerals) - Total Number of Quarry Lease (Minor Minerals)  Total area of Quarry Lease Total Royalty or Revenue Received from Major  Minerals in 2018-19 Total Royalty or Revenue Received from Minor  Minerals in 2018-19 Total No. Notified Sand Leas e 23 Total Area of Sand Leases -

38 8. Land Utilition Pattern in the district: Forest, Agriculture, Horticulture, Mining etc . i). Forest :-

S.No Content Raipur 1 Name of Division Raipur 2 Name of Sub Divivsion Raipur, New Raipur 3 Name of Rang 4 4 Total No. of R.A. Circle 3 5 Totoal No. of Beat 42 Total No. of Forest 6 Compartment 42 Total Division Area of 2891.98 Sq. Km. 7

Total Forest of 32.572 Sq. Km. (A) Reserved Forest (R.F.) 12.690 Sq. Km. (B) Protected Forest (P.F.) - 8 (C ) Mixed Forest 19.882 Sq. Km.

Population of the Division (As 2160876 9 Per 2011 Census Male 1100861 Female 1060015

39 Division Headquarter, Road type and Forest map of Raipur District

40 ii) Harticulture,Agriculture and Irrigaton :- jksi.khokj ikS/k mRiknu] forj.k ,oa 'ks"k dh tkudkjh ekg& ekpZ 2015 dh fLFkfr esa] ftyk & jk;iqj 'kkl- m-ls- x<+h 'kkl- m-ls- ikjkxkao ;ksx ulZjh pkyw pkyq o"kZ dz- o"kZ pkyw dk dk iwoZ o"kZ o"kZ dk iwoZ o"kZ uke mRikn dk forj dk mRik for ikS/k u ;ksx forj.k 'ks"k 'ks"k mRiknu ;ksx .k 'ks"k ;ksx nu ;ksx j.k 'ks"k                  FNDO                >N(JNM                            Y8     612 1161 652 508 4200 4918 1210 4489 1000 5489 1610 3879 6417 5200 ;ksx 8 7 8 9 vkS"kf/k ,oa lqxaf/kr  OVHX[]N   O     >NO       \NVRVMN      E=  IO9‘‘K0NVM   N     Y8      NV[      341 7025 7386 8120 732 797 31167 29745 4388 70372 707500 777872 75353 73338 egk;ksx 33 19 67 05 264 41 mRiknu esa foxr o"kZ ds 'kS"k ikS/ks ,oa pkyw o"kZ dk mRiknu lfEefyr gSA

41 42 43 44 VEGETATION MAP OF RAIPUR DISTRICT

45 iii) River s: - Sediment deposition in the Mahanadi River

The Mahanadi river is perennial, which flows over granitic and quartzite terrain, acquiring/ transporting resistant sediments of different (fine grain to pebble and boulder) size by fluvial action during high-flood/rainy season and deposited in the river bed, point and sandbars, fiver banks, floodplains, etc. Therefore the extracted sand is generally recouped annually. River Mahanadi is situated in the East of the village Kumhari where the declared area is demarcated on the sandbar combined with point bar ate riverbed for excavation. Exposed sand is available for mining ate the bars after rains i.e. from October- November having flowing water level at 1.0 m. Depth of surface water is gradually increased and reaches to 3 meter maximum, before the monsoon i.e. during summer till active monsoon period sand is also available at the riverbed for excavation.

Sand mining in Mahanadi River

46 Feasibility of sand mining:

Sand will be mined from surface, where entire removed material is the same. The sand mining has no adverse effect. The post mining also has no undesirable impact on land, air, groundwater, living animals, vegetation, organism/planktons. Sand has extensive demand for all type of developmental activities. Sand resources of 4, 00,000 m 3 are estimated to exist up to 8 m depth. Initially the moderate quantity of sand shall be mined as essential building material (minor mineral) for all types of constructions and yield maximum quantity during summer till affective monsoon starts.

Mining :-

Newly formed state of Chhattisgarh has a large deposit of Coal, Iron Ore, Limestone, and various other mineral ores, which prepared foundation for the establishment of various industrial units in the state. The availability of excess amount of Cement, Industrial raw material, cheap labour force, and absence of labor unrest has contributed in substantial growth of industrial sectors across the state.

Sporadic mushrooming of these industrial units in Raipur city has gradually changed the bowl of rice into a production hub of steel, cement and energy. However, growth in the Industrial sectors has also resulted in rise in the pollution level of the state . Hence, in order to form a certain balance between the industrial growth, and environmental pollution the Chhattisgarh Environment Conservation Board has been formed. iv) Transport :-

1. Railways :- Raipur Junction railway station is situated on the Howrah-Nagpur- line of the Indian Railway (via Bhusawal, Nagpur, Gondia,Bilaspur, Kharagpur) and is connected with some major cities like , Mumbai, , , Saugor, Katni, Itarsi, Gondia, , Jamshedpur, , , Kota, ,

47 Vishakapnam etc. Raipur still lacks direct rail connectivity with Indore, Ujjain, Ratlam, Kolhapur, etc. A branch line from Raipur to Vizainagaram etc via Mahasamund – Titlagarh originates from here and most of the products of Chhittisgarh reaches Vishakhapatnam by this railway line. There is also a narrow gauge line connecting Raipur to Rajim and Dhamtari via Abhanpur, which is being converted to broad gauge and realigned to serve the city of Naya Raipur as well.

1. Railways :- Raipur Junction railway station is situated on the Howrah-Nagpur-Mumbai line of the Indian Railway (via Bhusawal, Nagpur, Gondia,Bilaspur, Kharagpur) and is connected with some major cities like New Delhi,Mumbai, Bhopal, Jabalpur, Saugor, Katni, Itarsi, Gondia,Kolkata, Jamshedpur, Che nnai ,Bangalore, Kota, Ahmedabad, Jaipur Vishakapatnam, etc. Raipur still lacks direct rail connectivity withIndore, Ujjain, Ratlam, Kolhapur, Jodhpur, etc. A branch line from Raipur to Vizianagaram via Mahasamund - Titlagarh originates from here and most of the produce of Chhattisgarh reaches Vishakhapatnam by this railway line. There is also a narrow gauge line connecting Raipur to Rajim and Dhamtari via Abhanpur, which is being converted to broad gauge and realigned to serve the city of Naya Raipur as well.

2. Roads :- National Highways connecting Raipur to various cities:

National Highways Connecting cities number

Hajira-Dhule-Nagpur-Raipur- Mahasamund - Sambalpur - NH 6 Baharagora-Calcutta

Raipur-Vizianagaram Junction with National Highway No. 5 NH 53 near Natavalasa

NH 200 Raipur-Bilaspur--Kanaktora-Jharsuguda-Kochinda-

48 Deogarh-Talcher-Chandhikhol

NH 217 Raipur- Mahasamund - Gopalpur

NH 12A Raipur-Jhansi

Asian Highway Number 46 - AH46 passes through Raipur.

3. Airport :-

Swami Vivekananda Airport,Raipur Swami Vivekananda Airport or Mana Airport is primary airport serving the state of Chhattisgarh.The airport is located, 15 km (9.3 mi) south of Raipur near Naya Raipur. After recent modernization, is one of its kind in central India and presently connects Raipur to most of the major Metro city of India. A new integrated terminal designed to handle 700 passengers (including 200 international flyers at a time) and covering an area of 18,500 m2 (4.6 acres) was inaugurated on 7 November 2012 by President of India Pranab Mukherjee. The new terminal will be used for domestic flights, while the proposed international terminal is being renovated to handle international operations.

Airlines Destinations

Air India Delhi, Mumbai, Nagpur, Visakhapatnam, Pune, Bhopal

Ahemadabad, Bangalore, Delhi, Goa, , Indore, Kolkata, Mumbai, C IndiGo hennai

Jet Delhi, Mumbai, Bhopal Airways

49 Vistara in future

Spicejet in future

Air Asia in future India

Local transport

A city bus service is provided by Raipur City Bus Limited (RCBL) for the intra-city travel. Raipur Municipal Corporation launched the Raipur City Bus service on 25 February 2008. The company runs 40 buses out of which 32 are low floor Tata Starbus. Paratransit in the form of auto-rickshaws and tuk-tuk are available all over the city. 100 new city buses under JNNURM have been inducted by Raipur Nagar Nigam Transport Limited (RNNTL), which serve the Raipur and connect Naya Raipur also.

50 9. Physiography of the District

Raipur district characterized by rocks belonging to Proterozoic age and the main rocks is Limestone and dolomite and then Laterite and soil are found ranging age between sub-recent to recent.

Physiographically the area in Raipur district having plains belonging to Chhattisgarh basinal area with an elevation of 278 feet(298.16 meters) above m.s.i. and the general slop is towards the north-east.

Geomorphologically the district is having matured type of land forms and can be broadly divided into two prominent geomorphic units. These are

1. Dissected pediplain made by Proterozoic shale- limestone dolomite area. 2. Alluvial Plain formed by Seonath-Mahanadi Alluvium. As per the US soil taxonomy only two soil types namely Vertisol and Ultisol have been found in the district. The soil orders in US soil taxonomy and their Indian equivalents, which are found in the district, are:

S. No. US soil taxonomy Indian equivalents 1 Vertisol Deep black soil Medium black soil 2 Ultisol Lateritic soil Red and yellow soil

51 Climate :-

Raipur has a tropical wet and dry climate , temperatures remain moderate throughout the year, except from March to June, which can be extremely hot. The temperature in April–May sometimes rises above 48 °C (118 °F).These summer months also have dry and hot winds. In summers, the temperature can also go up to 50 °C. The city receives about 1,300 millimetres (51 in) of rain, mostly in the monsoon season from

52 late June to early October. Winters last from November to January and are mild, although lows can fall to 5 °C (41 °F).

10. Rainfall of District Raipur Month wise

53 54 11. Geology and Mineral Wealth 1. Geology:- 1.1 Regional:-

Raipur Group comprises three cycles of argillite-carbonate sequence each cycle starting with a carbonate followed by argillite at places with lenticular areanaceous rocks denoting regressive phase of the sea. These cycles are distinctly developed in the Hirri sub-Basin particularly in the southern and central part. The cycles are represented by (1) Charmuria Limestone-Gunderdehi Shale;(2) Chandi Limestone Tarenga Shale and (3) Hirri Dolomite Maniari Shale.

The basal unit of Charmria Formation is represented by clay and chert well developed in the south central parts of the basin. It is followed upwards by flaggy and cherty limestone, which is feebly phosphatic, developed all along the southern part of the basin. The overlying member is a dark grey, flaggy, pyritiferous limestone. The youngest member Bagbura comprises purple argillaceous limestone, which is locally phosphatic. Charmuriya Formation grades into overlying Gunderdehi Formation comprising shale and sandstone. The formation denotes a renewed submergence of the basin with enhanced supply of silty and shaly clastics in a warm oxidizing condition in subtidal zone. The overlying Chandi Formation comprises mojor stromatolotic limestone sequence developed around southern side of depocentre of Hirri sub-basin with arcuate outcrop pattern. Throughout the northern part, the carbonate facies disappears or is present only as intercalation discrete pockets or lenses in calcareous argillite. Chandi Formation has been sub-divided into four member based on dominant carbonate facies. They, however gradually fuse into single carbonate sequence towards west. The prolific growth of algae in photic zone of sub tidal to intertidal flats of a very slowly sinking basin produced the thick carbonate sequence towards west. Tarenga Formation conformably overlies the Chandi Formation, which is sub- divided into Kusmi Member (argillite), Dagauri Member (clay-chert and bhilha Mmber (dolomitic argillite) from bottom to top. The overlying Pandaria Formation represents the calc-argillite facies developed all along the northern part of the Hirri sub-basin. This litho-unit overlies the Chandarpur Arenite along the northern margin and is charactrised by predominance of pink- to purprle calcareous shale with lenses and pockets of bedded flaggy limestone, stromatolotic limestone and dolomite and bedded limestone associated with the chert bands. These lenses and pockets vary

55 widely in dimension from a few metres to several hundred mets in length. Pandaria Formation represents lateral facies variation of Charmuria (bedded) Limestone, Gunderdehi Shale, Chandi (stromatolitic) Limestone and Tarenga Argillite, which are distinctly developed as mappable unit in the southern part, but occurs as a member along the northern part of the sub-basin. The Hirri Formation is well developed around the central part of Hirri sub-basin and forms an oval outcrop pattern. Althouth it attains a considerable thickness in south, it is very thin along the northern fringes and is interpreted from outcrop exposures and or local excavations. The formation conformably overlies the Tarenga Formation in the south and Pandaria Formation in the north. The dominant rock type is dark grey, bedded dolomite, associated with light gre laminated argillaceous dolomite, and black and white chert. At places intra- formational dolomite ( conglomeratic) and black shale contain gypsum as layers, parallel to bedding and as disseminated grains/crystal. Stromatolitic dolomite is exposed in Hirri and Kodwa mines. The stromatolites are columnar having a wide inter-columnar space. The youngest Maniari Formation is named after the river along which the rock is best exposed and an oval- shaped outcrop in the central part of the sub-basin . It represents the closing phase of deposition in Chhattisgarh Basin and consists of lower gypsiferous grey siltstone, shale followed by reddish brown calcareous/non-calcareous shale with limestone and dolomite.

A close study of stromatolites in Raipur Limestone indicates two different assemblages, which can be assigned to two biozones. Gymnosolen, Inzeria, Baicalia, Tungussia and Linella represent the lover biozone in the lower part by Baicalia, Anabaria, Tungussia, Conophyton, Jacutophyton, Kussiella and Colonnela represent the upper one. The upper biozone indicates an age range from late Riphaean to Vendian whereas the lower assemblage indicates a middle Riphean age.

56 57 The geological succession of Raipur Region

Intrusives Dolerite dykes CHHATTISGARH RAIPUR Manairi Purple shale with dolomite, GROUP GROUP Formation (70m) dolomitic limestone and gypsum Hirri Formation Grey dolomite, argillaceous (70m+) dolomite Tarenga Bilha Member Purple dolomitic argillite Formation(180m) Dagauri Member Green clay, chet and shale intercalation (tuffaceous?) Kusmi Member Chandi Formation Nipania Member Purple and bedded limestone (67m) Purple argillaceous stromatolitic dolomite Pendri/Deodonger Purple and grey stromatolitic Member limestone and dolomite with flaggy limestone-shale intercalation/ferruginous glauconitic arenite and shale Gunderdehi Newari Member Pink and buff stromatolitic Formation limestone and dolomite Andha/Dotopar Predominantly pink, purple and Member grey shale with limestone intercalations/arenite/buff to green shale member in the middle Charmuria Bagbura Member Purple limestone (phosphatic) Formation (490m) Kasdol Member Dark grey bedded limestone/argillaceous limestone with minor shale intercalations Ranidhar Member Cherty limestone and dolomite (phosphatic at places) Sirpur Member Chert and clay intercalatin

2. Local Geology

Undeformed and unmetamorphosed sedimentary sequence of rocks belonging to Chhattisgarh Supergroup of Meso to Neo Proterozoic age(2000-900 m.y.) occupy the northeastern and mid-eastern part of district. Chhattisgarh Supergroup is represented by Chandarpur and Raipur groups. Chandarpur Group comprises mostly

58 arenitic and at places ferruginous sandstone and polymictic conglomerate sandstone shows shale parting at places. Raipur Group is classified into Charmuria, Gunderdehi and Chandi formations. Charmuria Formation is dominantly a carbonate facies and is represented by cherty limestone, dark grey, chertiferous and argillaceous limestone and purple phosphatic limestone. Gunderdehi Formation is dominantly a calcareous- argillite litho facies. It comprises calcareous, highly friable, purple shale associated with imperistent stromatolitic limestone bands, and intra-formational arenite. It comprises stromatolitic limestone and dolomitic limestone with ferruginous and glauconitic sandstone.

59 The geological succession of Raipur district is as follows:

Super Age Group Group Formation Litho-units Recent to - - Soil, Soil, alluvium, Moorum,

Sub-Recent Laterite Laterite, Unconsolidated Pebbly beds

upper Proterozoic to Chhattisgarh R Tarenga Banded redish -brown To super Group A argillaceous dolomite, Middle Proterozoic I porcellanite, purple calcarious shale. P Chandi Purple impure dolomite shale, U Bedded Limestone, Flagy R limestone, Stromatolitic limestone and Dolomite. G Gunderdehi Red shale, limestone bands and pockets of intra - R fromational conglomerate,buff and O purple U calcareous shale. P Charmuria Pinkish and gray limestone Dark Grey bedded limestone Grey shaly limestone, light Grey limestone.

60 3. Mineral Resources of Raipur District:-

The district is rich in terms of economic mineral wealth. The important economic mineral deposits/occurrences reported in the district are clay, dolomite, limestone. Limestone deposits found in Kesla, Kharora, Tilda, Tekari, Dondekhurd, Mandirhasaud, Matiya, Bahesar,Dondekala etc. reported Dolomite associated with limestone is reported from Tekari,Kunda,Madhi,Khapri etc. Despite flag stone are reported at and around villages Nisda and Paragaon sandstone are also is being mined at Birbira, Doma, Mokhetara etc. villages.

The major limestone belts of the district are:-

(1) Bangoli - Kharora - Mohrenga-Kesla-1, Kesla-2, Kathiyapachari-Bharuadih. (2) Murra-Dhansuli (3) Pirda-Bahnakadhi (4) Dondekala-Dondekhurd-Lalpur-Matiya (5) Madhi-Khapri-Sontara.

Mining prospects of the district :-

Raipur district occupies a place of significance in respect of its mineral resources. The important economic minerals occurs in the district are limestone of various grades, from the low grade shaly limestone to the Cement and Blast Furnace Grade, the huge quantity is suitable for the Iron and Steel Industry. The sandstone, flagstone, important building materials and the decorative stones alsooccurs;this plays an eminent role to generate the revenue for the district.

The minor mineral such as sand, murrum, earthen clay and soil are also present in good quantity for construction and other uses.

61 Geology and Mineral Map of Raipur District, Chhattisgarh

62 Other Information of the District Drainage system with description of main rivers Kharun Kharun river flows in eastern parts of the district starting from Petechua in . This river flows towards north and joins (meet) at Somnath near Simga. This river determines the boundary of Raipur and . The length of this river is about 120 KM.

Mahanadi

The Mahanadi is a major river in East Central India. It drains an area of around 141,600 square kilometres (54,700 sq mi) and has a total course of 858 kilometres (533 mi). [1] The river flows through the states of Chhattisgarh and .The word Mahanadi literally comes from two odia words 'maha' and nadi' meaning 'The Great River'.

Like many other seasonal Indian rivers, the Mahanadi too is a combination of many mountain streams and thus its precise source is impossible to pinpoint. However its farthestheadwaters lie 6 kilometres (3.7 mi) from Pharsiya village 442 metres (1,450 ft) above sea level south of Nagri town in of Chhattisgarh. [2][3] The hills here are an extension of the Eastern Ghats and are a source of many other streams which then go on to join the Mahanadi. For the first 80 kilometres (50 mi) of its course, the Mahanadi flows in a northerly direction and drains the Raipur district and touches eastern portions of Raipur city. It is a rather narrow river at this stage and the total width of its valley does not exceed 500–600 metres. Sand is mined from the bank of Mahanadi, Sheonath and Kharun , but most of the Retghat is running in Mahanadi river of Arang and Abhanpur Tehsil. The valley between the Mahanadi and the Kharun is marked by a long ridge of higher land extending from Kurud in the south, through Abhanpur, Lakholi, Kharora and Palari to Lahud in the north east direction. The low ridge bifurcates near Abhanpur and its western branch extends through Mandir Hasaud to Mandhar in the north. The Mahanadi main canal and its branches and distributaries have been constructed along these ridges or their off-shoots. A large number of small streams flow through the low-lying areas which are diverted to join the Mahanadi in the east, the Kharun in the west and the Seonath in the north. The drainage system in the plain as well as hilly areas is open dendritic consequent type.

63 64 ÑLÐ egRoiw.kZ ufn;ksa vkSj /kkjkvksa dh eq[;&eq[; tkudkjh l- unh ;k /kkjk ftys esa dqy mn~xe dk mn~xe ij fjekdZ dz- dk uke nwjh ¼fd-eh- LFkku ÅapkbZ esa½        (JNXQK IG HK  IO JNRNLR===U@ UJOK\ X[MK       

District wise details of River or Stream and other sand sources;

3 rivers are flowing in the district Raipur i.e. Mahanadi, Kharun and Seonath. River Mahanadi is the only source of sand for the district Raipur. On the other side river Kharun and Seonath are being avoided as source of sand for the district Raipur. Physiographical detais about these three rivers are given as follows -

I ) Mahanadi River The Mahanadi is one of the major north - east flowing peninsular rivers draining into Bay of Bengal. The Mahanadi river ranks second to the among the peninsular rivers in respect of water potential. The Mahanadi rises from Sihawa hills 6 km from Pharsiya village near Nagri town in Raipur district of Chhattisgarh state at an elevation of 457 m. The total length of the river form origin to its outfall into Bay of Bengal is 851 km of which 357 km lies in Chhattisgarh and 494 km in Orissa. The principal tributaries of the Mahanadi river are; Sheonath, Jonk, Hasdeo, Mand, Ib, Ong and Tel. Total drainage area of Mahanadi Basin is 141589 sq. km. State wise details of drainage area of Mahanadi Basin are given in table below -

65 Statewise Drainage Area of Mahanadi Basin (Sq. Km)

S. Name of the Drainage Area % of Total Area N. State (Km²) 1 Chhattisgarh 75,136 53.07% 2 Orissa 65,580 46.32% 3 635 0.45% 4 Maharashtra 238 0.17% Total Drainage Area 1,41,589 100.00% of the Basin (sq. km)

Physiographically river Mahanadi is flowing from two blocks namely Abhanpur and Aarang of district Raipur. According to the details obtained from Executive Engineer, Water Management Division, Department of Irrigation, Raipur, physiographical details of Mahanadi River in these two blocks are given below -

SN Block River Av. River River Area River length width (in Sq. Area (in (in meter) (in meter) meter) Sq. Km) 1 Abhanpur 21,000 1,100 2,31,00,000 23.10 2 Aarang 30,750 1,125 3,45,93,750 34.59 District Total : 51,750 5,76,93,750 57.69

II) Seonath River The Seonath River is the longest tributary of river Mahanadi. It rises in an undulating region with numerous small groups of hills at an elevation of about 533 m near Kotgal village of district’s Ambagarh Tehsil and flows for about 383 km to join the Mahanadi on its left near Kharghand. The main sub tributaries of the Seonath are the Kharhara, the Tandula and the Kharun on the right bank and the Surhi, the Hanp, the Agar and the Arpa on the left bank. The total drainage area of the Seonath River is about 30,761 sq km. The sub basin area of river up to confluence with the Mahanadi River is 30,860 Sq Km.

66 Physiographically river Seonath is flowing from block Tilda of district Raipur. According to the details obtained from Executive Engineer, Water Management Division, Department of Irrigation, Raipur, physiographical details of Seonath river in Tilda block are given below -

SN Block River Av. River River Area River length width (in Sq. Area (in (in meter) (in meter) meter) Sq. Km)

1 Tilda 7,500 200 15,00,000 1.50 District Total : 7,500 15,00,000 1.50

III) Kharun River

Flowing from the hills at south-east of Durg district, the river Kharun falls into river Seonath at Kiritpur near Simga in district Balodabazar-Bhatapara.

Physiographically river Kharun is flowing from three blocks namely Abhanpur, Dharsiwa and Tilda of district Raipur. According to the details obtained from Executive Engineer, Water Management Division, Department of Irrigation, Raipur, physiographical details of Kharun river in these three blocks are given below -

SN Block River Av. River River Area River length width (in Sq. Area (in (in meter) (in meter) meter) Sq. Km)

1 Abhanpur 24,000 150 36,00,000 3.60 2 Dharsiwa 53,000 150 79,50,000 7.95 3 Tilda 12,500 175 21,87,500 2.19 District Total : 89,500 1,37,37,500 13.74

District wise availability of sand or gravel or aggregate resources:

67 3 rivers are flowing in district Raipur i.e. Mahanadi, Kharun and Seonath. Only Mahanadi is source of sand for the district Raipur. Gravel and aggregate are not available on these rivers. River wise details about sourcing of sand are explains below -

Mahanadi

River Mahanadi is the only source of sand for the district Raipur. According to the data provided by Deputy Director(Mineral Admin. Cell) Mining Branch of district Collectorate Raipur 25 sand mines are operating on Mahanadi with aggregate annual capacity of 18,97,090 cum. (Documents from Deputy Director(Mineral Admin. Cell) Mining Branch of district Collectorate Raipur enclosed)

According to the details obtained from Water Management Division, Department of Irrigation, district Raipur, surface area of Mahanadi in district Raipur is 5,76,93,750 square meter. Further as per investigations by pitting at various part of the river in the district Raipur and according to the details provided by the above Department of Irrigation, district Raipur, sand is available till the depth of approx. 3 meter to 7 meter across the river Mahanadi. Somewhere the depth of bedrock along with sand availability is also noted up to 9 meter deep on Mahanadi river. Therefore approx. average depth of availability of sand is considered to 5 meter on the whole Mahanadi river bed. and this is the huge source of sand for district Raipur.

Kharun

River Kharun is being avoided as source of sand for the district Raipur due to implementation of various irrigation and water supply projects. Moreover due to these irrigation and water supply projects on Kharun the whole river bed are almost logged with water during whole year. Therefore river Kharun is generally not being used as source of sand for the district Raipur.

Seonath

River Seonath flows on 7.50 km length in Raipur district along the interiors of Tilda block at the district border of Raipur - where no major demand of sand observed. Therefore river Seonath is also not being used as source of sand in the district Raipur.

68 District wise details of existing mining leases of sand and aggregates : Details obtained from Deputy Director(Mineral Admin. Cell) Mining Branch of district Collectorate Raipur enclosed as under :

Drainage System with description of Main River :

In the district Raipur Mahanadi is the main river which is only the source of sand for the whole district. However details of drainage system of all main rivers of the district Raipur are given below-

S Name of River Area Drained % Area Drained in N ( Sq. Km) the District 1 Mahanadi River 3,486 26% 2 Kharun River 10,067 74% 3 Seonath River - - District Total : 13,553 100%

Salient Features of Important Rivers and Streams :

S. Name of River Total Length in Place of Origin Altitude at N. the District Origin (in Km) 1 Mahanadi 51.75 Sihawa hills near 457 m Nagri Town in Raipur district of Chhattisgarh state 2 Kharun 89.50 km Hills at south- 375 m east of Durg district 3 Seonath 7.50 km Kotgal village of 533 m ’s Ambagarh Tehsil

69 Calculation of Mineable Mineral Potential of various rivers in district Raipur:

As explained in para 13 above, Mahanadi is the only source of sand for the district Raipur. No sand excavation is conducted from river Kharun and Seonath in this district. Therefore detailed calculation of Mineable Mineral Potential of sand from only Mahanadi are as follows-

RIVER MAHANADI

Mineable Mineral Potential

Calculation of mineable mineral potential of Mahanadi in district Raipur are as follows-

Portion of the River or Length of Average Area Mineable Stream Recommended area Width of area Recommended Mineral for mineral Concession recommended recommended for Mineral Potential (60% for mineral for mineral Concession of total concession concession ( in sqm) mineral (in km) (in meters) potential)

(i) (ii) iii = (i x 1000) iv = iii x 3 m x ii depth x 60% From Downstream of 44.72 891.88 confluence of river 3,98,84,874 7,17,92,773 Mahanadi and Pairi near Cubic Meter village Nawapara to or upstream at village See See Gidhpuri & Malpuri Annexure - 1 Annexure - 2 12,20,47,714 near district border of MT Raipur and Balodabazar See Note - Bhatapara below

Note :

1 Weight calculated considering the density of river bed send to be 1.7 MT/CUM 2 Depth for calculation of total mineral potential :

70 As per para 9 and 12 of Standard Environmental Conditions For Sand Mining of Sustainable Sand Mining Management Guidelines - 2016 issued by Ministry Of Environment, Forest And Climate Change - Government of India -

Para 9 - "The depth of mining in Riverbed shall not exceed one meter or water level whichever is less, provided that where the Joint Inspection Committee certifies about excessive deposit or over accumulation of mineral in certain reaches requiring channelization, it can go up to 3 meters on defined reaches of the River."

Para 12- "Ultimate working depth shall be up to 3.0 m from Riverbed level and not less than one meter from the water level of the River channel whichever is reached earlier. In hilly terrain this depth be preferably restricted to one meter."

According to details of depth of bedrock obtained from Water Management Division, Department of Irrigation, district Raipur, it is clearly evident that thickness of layer of sand across the Mahanadi river bed ranges from approx.. 3 meter to 7 meter. Somewhere the depth of bedrock along with sand availability is also noted up to 9 meter deep.

Investigations by pitting at various part of the Mahanadi river in Raipur district is also conducted for physical verification of thickness of sand. Details of pitting are as follows -

Details of pitting on Mahanadi at district Raipur

Pit 2 Date of Pitting - 16-05-2019 Name of Village - Kurud Coordinate - Latitude - 21°18'44.66"N Longitude - 82°08'35.26"E Depth of Pit - 5 meter Maximum thickness of Sand - More than 5 meter Water level on pit - 5 meter

71 Pit 3 Date of Pitting - 18-06-2018 Name of Village - Hardidih Coordinate - Latitude - 21°17'46.64"N Longitude - 82°07'32.98"E Depth of Pit - 3 meter Maximum thickness of Sand - More than 3 meter Water level on pit - 3 meter

Final Observation on thickness of sand on Mahanadi at Raipur :

It is clearly evident from analysis of the above survey and data of irrigation department that thickness of layer of sand across the Mahanadi river bed ranges from approx.. 3 meter to 7 meter. Somewhere the depth of bedrock along with sand availability is also noted up to 9 meter deep. Therefore approx.. average depth of availability of sand is considered to 5 meter across the whole Mahanadi river bed in district Raipur.

Mahanadi is big and wide river with large scale of sand aggradation. Therefore for mineral conservation 3.0 meter of sand can be considered for calculation of total mineral potential across Mahanadi in district Raipur.

72 Mineral Potential :

Sand is the only mineral found on Mahanadi river bed across the district Raipur. Boulders and Bajri are not available on Mahanadi in this district. Mineral potential of Mahanadi are classified as under -

Boulders Bajri SAND Total Minable (MT) (MT) Mineral Potential Nil Nil 7,17,92,773 7,17,92,773 Cubic Meter or Cubic Meter or 12,20,47,714 12,20,47,714 MT See MT See Note below Note below

Annual Deposition

Annual deposition in broad level will be derived from and after the sand replenishment study of various rivers in the district/state. Process for sand replenishment study on various rivers of district is under consideration before Directorate of Geology and Mining, Chhattisgarh.

However annual deposition of sand on two areas of Mahanadi river bed in Raipur district is assessed through physical verification. This physical verification was conducted with Total Station Survey Machine under the supervision of Mining Branch district collectorate Raipur. Detailed report on aforesaid survey is enclosed in Annexure - 3 to this report. Based on this study annual deposition of sand on Mahanadi river bed in Raipur district is given below-

73 Boulders Bajri SAND Total Minable Mineral Potential

CUM CUM or 52,81,863 or 52,81,863 NIL NIL MT MT 89,79,167 89,79,167

Please refer Annexure - 3 for detailed study on Annual Deposition of Sand

Recommendation :

From the study it is clear that about "&ROUND(U97,0)&" cubic meter or "&ROUND(U99,0)&" metric tonnes of sand is available as mineable minral up to depth of three meter across the Mahanadi riverbed in Raipur district."

(ii) The annual deposition is 5281863 cubic meter or 8979167 MT. (iii) The average annual production as on date in the district Raipur is 18,97,090 cubic meter.

Finally, 71792773 cubic meter sand can be safely removed from Mahanadi in Raipur district. Thereafter the maximim production of sand sall be restricted to 5281863 cubic meter annually in the district Raipur from Mahanadi river bed.

74 KHARUN RIVER

As explained in para 13 above, No sand excavation is conducted from river Kharun in Raipur district. Therefore study for assessment of minable mineral potential and annual deposition is not performed for river Kharun for district Raipur.

SEONATH RIVER

As explained in para 13 above, No sand excavation is conducted from river Seonath in Raipur district. Therefore study for assessment of minable mineral potential and annual deposition is not performed for river Seonath for district Raipur.

75 Compilation of all rivers of the district Raipur :

S River Portion of the Length of Average Area Mineable N River or area Width of area Recommende Mineral Stream recommende recommende d for Mineral Potential Recommende d for mineral d for mineral Concession (60% of total d for mineral concession concession ( in sqm) mineral Concession (in km) (in meters) potential) (in Cubic meter) 1 Mahanad From 44.72 891.88 . i Downstream 3,98,84,874 7,17,92,773 of Cubic Meter or confluence of river 12,20,47,714 Mahanadi and MT Pairi near village Nawapara to upstream at village Gidhpuri & Malpuri near district border of Raipur and Balodabazar - Bhatapara

2 Kharun ---- - . 3 Seonath ---- - . Total for the District 44.72 891.88 Raipur : 3,98,84,874 7,17,92,773 Cubic Meter or

12,20,47,714 MT

76 These details will be derived from and after the sand replenishment study of various rivers in the district/state. Process for sand replenishment study on various rivers of district is under consideration.

Irrigation department has constructed anicuts on various points on river in district Raipur and there are lots of bridges over the river. Moreover Mineral concession rights are granted to Local Bodies as per their interest and requirement. Therefore a particular area has not been defined and recommended for sand excavation.

However approx.. 50% of the area of the river Mahanadi falling in district Raipur is approx.. 2,88,46,875 Sqm which can be recommended for mineral (sand) concession.

Conclusion

Average thickness of sand layer over Mahanadi is found approx. 5 meter. with average area for concession to 2,88,46,875 sqm. and Mineable Mineral Potential of 14,42,34,375 Cubic meter.

Total 23 numbers of Sand mines with total concession area of 131.942 hect. and with annual excavation capacity of 25,57,340 cubic meter per year are operating in the district which is 1.77% of the total Mineable Mineral Potential of the district.

Moreover it is also important to note that even after numbers of past year of excavation of sand from the various declared sand mines, sand is sufficiently

77 available with average thickness of 5.0 meter on Mahanadi river bed. It is clearly evidencing that sand is depositing naturally on the various sand mines. Moreover on the point of mineral conservation it is also necessary to stop the runoff of sand at the sand mines instead of leaving for ocean.

It is very important for district administration to cater the demand of sand for various infrastructural developments in the district. Maintaining the supply of sufficient sand is also important to control the price of sand in the market. Along with the above aspect it is also important to look on the ecological balance and therefore to act under the guidelines of various notifications are also important.

To maintain balance between implementation of various notifications for saving our ecology and supply of sand for infrastructural development replenishment study on various rivers of district is under consideration before state government which may take time of approx. 2 year and we should consider that sand is available sufficiently with thickness of on an average 5.0 meter on Mahanadi river. Therefore for short span of 1 to 2 year, permission for excavation of sand from Mahanadi river for excavation of 1 m to 3 meter thick layer can be granted considering the thickness of sand at declared mineral concession area individually.

78 Annexure - 1

Length of Area Recommended for Mineral Concession

As per para 49, 50 & 51 of Standard Environmental Conditions For Sand Mining of Sustainable Sand Mining Management Guidelines - 2016 issued by Ministry Of Environment, Forest And Climate Change - Government of India -

Para 49 - "Mining shall not be undertaken in a mining lease located in 200-500 meter of bridge, 200 meter upstream and downstream of water supply / irrigation scheme, 100 meters from the edge of National Highway and railway line, 50 meters from a reservoir, canal or building, 25 meter from the edge of State Highway and 10 meters from the edge of other roads except on special exemption by the Sub-Divisional level Joint Inspection Committee."

Para 50 - "For carrying out mining in proximity to any bridge or embankment, appropriate safety zone (not less than 200 meters) should be worked out on case to case basis, taking into account the structural parameters, location aspects and flow rate, and no mining should be carried out in the safety zone so worked out."

Para 51- "Mining activities shall not be done for mine lease where mining can cause danger to site of flood protection works, places of cultural, religious, historical, and archeological importance."

Considering the norms of above Sustainable Sand Mining Management Guidelines - 2016, after identifying the restricted length on riverbed from important structures, calculation of length of area recommended for mineral concession on river Mahanadi in district Raipur is given below -

79 SN Particulars Details 1. Total Length of Mahanadi River in district (i) 51.75 km Raipur 2. Total restricted length on Mahanadi river bed (ii) 7.03 km from structure as per Para 49, 50 & 51- Details are given in Table to Note -1 below

Length of area recommended for mineral iii = i - ii 44.72 km concession on river Mahanadi in district Raipur

Note - 1 : Identification of structures as specified under para 49,50 and 51 of Sustainable Sand Mining Management Guidelines - 2016.

On the basis of information obtained from Executive Engineer, Water Management Division, Department of Irrigation and Bridge Construction Division of Public Works Department of district Raipur, summary of the structures over Mahanadi within district Raipur along with calculation of restricted length on riverbed from those structures on river Mahanadi in district Raipur is given below -

S.N. Sequence wise Location & Type Restricted Number of Restricted Width of Total of structure on Mahanadi River length on sides from Length on Structure Restricted from Nawapara to River Bed structure river bed Length on Gidhpuri/Malpuri in Raipur from to be from river bed District as per Para 49, 50 & 51 Identified considered structure from structure as structure as restricted per Para 49, area 50 & 51

(1) (2) (3) = 1 X 2 (4) (5) = 3 + 4 1 Type of Structure - Dulna Anicut Near by Village 200m 1 200m 50m 250m - Dulna Latitude 20°56'28.05"N

80 - Longitude - 81°50'34.84"E 2 Type of Structure - Bridge Near by Village - Tarri 500m 2 1000m 30m 1030m Latitude - 20°57'44.13"N Longitude - 81°51'58.50"E 3 Type of Cultural, Structure - religious and historical Place 665m 1 665m 0m 665m

Near by Village - Nawapara 4 Type of Rajim Structure - Suspension Road Bridge & Rajim Anicut Near by Village Nawapara & 500m 2 1000m 30m 1030m - Rajim Latitude - 20°58'13.58"N Longitude - 81°52'30.26"E 5 Type of Structure - Raor Anicut Near by Village - Raor 200m 2 400m 50m 450m Latitude - 21° 0'47.30"N Longitude - 81°55'8.39"E 6 Type of Structure - Tila Anicut Near by Village - Tila 200m 2 400m 50m 450m Latitude - 21° 3'23.86"N Longitude - 81°58'5.58"E 7 Type of Nisda Samoda Structure - Anicut 200m 2 400m 50m 450m

81 Near by Village Mudhena - /Nisda Latitude - 21° 8'55.42"N Longitude - 82° 0'18.62"E 8 Type of Structure - Rail Bridge 500m 1 500m 30m Near by Village - Nisda 695 m Latitude and - 21° 9'37.74"N 1 165 m Longitude 165 m - 82° 1'7.28"E 9 Type of Structure - Road Bridge Near by Village Belsonda - /Nisda 500m 1 500m 30m 530m Latitude - 21° 9'48.17"N Longitude - 82° 0'56.00"E 10 Type of Samoda Road Structure - Bridge and Anicut Near by Village - Samodha 500m 2 1000m 30m 1030m Latitude - 21°16'21.93"N Longitude - 82° 4'26.67"E 11 Type of Structure - Hardi Anicut Near by Village - Hardi 200m 2 400m 50m 450m Latitude - 21°17'29.46"N Longitude - 82° 7'22.38"E

Total Length of Restricted area on Mahanadi River bed in Raipur District : 7030 meter

82 Annexure -2

Average Width of Area Recommended for Mineral Concession

As per para 16 of Standard Environmental Conditions For Sand Mining of Sustainable Sand Mining Management Guidelines - 2016 issued by Ministry Of Environment, Forest And Climate Change - Government of India -

Para 16 - "To maintain safety and stability of Riverbanks i.e. 3 meter or 10% of the width of the River whichever is more will be left intact as no mining zone." Considering the norms of above para 16, calculation of average width of Mahanadi river area in district Raipur recommended for mineral concession is as follow -

S N Particulars Details

1 Area of Mahanadi River Bed in (i) 5,76,93,750 Sq. meter Raipur District

2 Length of Mahanadi River Bed (ii) 51,750 meter in Raipur District

3 Average Width of Mahanadi in (iii) = i / ii 1,114.86 meter Raipur District

4 3 meter or 10% of the width of (iv) = iii X 111.49 meter the River whichever is more (as 10% per above para 16)

5 Total restricted width from river (v) = iv X 222.98 meter bank for safety and stability of 2 BOTH of the river bank = Av. Restricted Width X 2

6 Average Width river area vi = iii - v 891.88 meter recommended for mineral concession on Mahanadi river in district Raipur is -

83 Annexure - 3 STUDY ON SAND AGRADATION AND SAND REPLEISHMENT BY NATURAL DEPOSITION ON MAHANADI RIVER IN RAIPUR DISTRICT

1) Purpose of Study

Study was conducted on Mahanadi river bed in Raipur district for the purpose of - 1) Assessment of annual aggradation of sand on normal plane of Mahanadi river bed.

2) Annual deposition of sand on pits of sand mines over Mahanadi river bed through natural deposition process.

For these studies data collection is performed by physical verification on two different areas over Mahanadi in district Raipur by Total Station Survey Machine under the supervision of Mining Branch district collectorate Raipur.

2) Selection of Study Area

A sample study area is selected for the purpose of assessment of annual deposition of sand, as representative of the whole river bed of Mahanadi in the district Raipur. Following study area are situated at about 42.50 km from the starting point of Mahanadi in Raipur district i.e. Nawapara - Rajim. This area is situated after covering almost 80% of the catchment area of Mahanadi in Raipur district.

84 i) Study Area 1:

For the study of natural aggradation process of sand on the normal plane of river bed, it is necessary to identify such area where sand was not excavated at all in the past so that natural aggradation of sand over normal plane can be assessed after monsoon flood.

Therefore area falling under village Kurud on Mahanadi river bed is selected where sand was not excavated at all over the past period. Details of this study area are given as follows -

Village - Kurud Gram Panchayat - Kurud ( Kutela) Tehsil - Aarang District - Raipur Toposheet No. - 64K/3 Study Area - 10.08 hectare Name of River - Mahanadi

Study Area 2:

For the study of natural deposition process of sand in the pits where sand was excavated, it is necessary to identify such area where sand was excavated during pre-monsoon season so that natural deposition of sand over such areas can be assessed after monsoon flood on the river on same area.

Therefore area falling under village Hardidih on Mahanadi river bed is selected where sand was excavated at per-monsoon season. Details of this study area are given as follows -

Village - Hardidih Gram Panchayat - Kagdehi Tehsil - Aarang

85 District - Raipur Toposheet No. - 64K/3 Study Area - 12.96 hectare Name of River - Mahanadi

3) Process and Methodology adopted for study

For these studies data collection is performed by physical verification at selected sample areas during pre-monsoon & post monsoon season by Total Station Survey Method under supervision of mining department district Raipur.

i) What is Total Station Surveying

Total station survey is defined as the use of electronic survey equipment to perform horizontal and vertical measurements in reference to a benchmark point with manual grid system at the specific site location using Latitude/ Longitude in UTM (Universal Transverse Mercator system which is a system of coordinates that describes position on a map.).

ii) What is TOTAL STATION

A total station is an electronic/optical instrument used in modern surveying that uses electronic transit theodolite in conjunction with electronic distance meter (EDM). It is also integrated with microprocessor, electronic data collector and storage system.

The instrument is used to measure sloping distance of object to the instrument, horizontal angles and vertical angles. This Microprocessor unit enables for computation of data collected to further calculate the horizontal distance, coordinates of a point and reduced level of point.

86 iii) Components Used in Total Station Surveying in the Present Survey-

1. Total Station machine of SOUTH TOTAL STATION – NTS662R, Serial No. S25047 along with tripod, Electronic Notebook, Prism (and prism pole), Computer interface, Batteries and radios (walky-talky).

2. GPS machine of – GARMIN – (ETREX 20X)

4) Study on Aggradation of Sand on Normal Plane of Mahanadi river bed - Data collected during pre monsoon and post monsoon season from area falling under village Kurud, district Raipur on Mahanadi river bed where sand was not excavated at all over the past period. Elevation level taken by Total Station Machine at manual gridding of 40 meter distance on Mahanadi river bed at Kurud village area with reference to temporary bench mark point are detailed in table below -

Date of Survey Pre-monsoon season - 18-06-2018 Post-monsoon season - 21-11-2018 Study Area - Kurud - Study Area -1 Area - 10.08 HECT.

Grid Coordinates of Grid Point Post Monsoon Pre Monsoon Natural No. RL W.R.T. RL W.R.T. Aggradation TBM TBM of Sand over normal river plane Easting in Northing in (A) in Meter (B) in Meter ( A - B ) in UTM UTM Centimeter

87 TBMP 618118 2357414 256.369 256.369 0.0 BL1 618479 2357246 250.176 250.096 8.0 BL2 618633 2357242 250.356 250.279 7.7 BL3 618605 2356939 251.842 251.738 10.4 BL4 618444 2356941 250.453 250.357 9.6 G1 618400 2356920 250.512 250.434 7.8 G2 618400 2356960 251.320 251.242 7.8 G3 618400 2357000 251.579 251.499 8.0 G4 618400 2357040 251.767 251.690 7.7 G5 618400 2357080 251.193 251.120 7.3 G6 618400 2357120 250.619 250.535 8.4 G7 618400 2357160 250.240 250.153 8.7 G8 618400 2357200 250.503 250.413 9.0 G9 618400 2357240 250.922 250.841 8.1 G10 618400 2357280 251.231 251.149 8.2 G11 618440 2357280 250.801 250.719 8.2 G12 618440 2357240 250.490 250.413 7.7 G13 618440 2357200 250.447 250.356 9.1 G14 618440 2357160 250.496 250.406 9.0 G15 618440 2357120 250.540 250.456 8.4 G16 618440 2357080 250.586 250.509 7.7 G17 618440 2357040 250.540 250.460 8.0 G18 618440 2357000 251.114 251.032 8.2 G19 618440 2356960 250.164 250.085 7.9 G20 618440 2356920 251.453 251.380 7.3 G21 618480 2356920 250.856 250.779 7.7 G22 618480 2356960 250.715 250.635 8.0 G23 618480 2357000 250.651 250.567 8.4 G24 618480 2357040 250.587 250.505 8.2 G25 618480 2357080 250.521 250.441 8.0 G26 618480 2357120 250.413 250.326 8.7 G27 618480 2357160 250.373 250.275 9.8 G28 618480 2357200 250.352 250.258 9.4

88 G29 618480 2357240 250.176 250.094 8.2 G30 618480 2357280 250.428 250.330 9.8 G31 618520 2357280 250.125 250.026 9.9 G32 618520 2357240 250.032 249.945 8.7 G33 618520 2357200 250.150 250.049 10.1 G34 618520 2357160 250.366 250.263 10.3 G35 618520 2357120 250.564 250.473 9.1 G36 618520 2357080 250.868 250.786 8.2 G37 618520 2357040 251.039 250.951 8.8 G38 618520 2357000 251.210 251.119 9.1 G39 618520 2356960 251.008 250.920 8.8 G40 618520 2356920 251.149 251.067 8.2 G41 618560 2356920 251.473 251.385 8.8 G42 618560 2356960 251.548 251.457 9.1 G43 618560 2357000 251.490 251.394 9.6 G44 618560 2357040 251.319 251.225 9.4 G45 618560 2357080 251.105 251.012 9.3 G46 618560 2357120 250.775 250.674 10.1 G47 618560 2357160 250.319 250.211 10.8 G48 618560 2357200 250.211 250.107 10.4 G49 618560 2357240 250.081 249.991 9.0 G50 618560 2357280 250.112 250.011 10.1 G51 618600 2357280 250.247 250.144 10.3 G52 618600 2357240 250.206 250.107 9.9 G53 618600 2357200 250.258 250.155 10.3 G54 618600 2357160 250.317 250.207 11.0 G55 618600 2357120 250.781 250.676 10.5 G56 618600 2357080 251.309 251.208 10.1 G57 618600 2357040 251.591 251.491 10.0 G58 618600 2357000 251.673 251.570 10.3 G59 618600 2356960 251.771 251.673 9.8 G60 618600 2356920 251.842 251.759 8.3 G61 618640 2356920 251.902 251.820 8.2

89 G62 618640 2356960 252.162 252.060 10.2 G63 618640 2357000 252.037 251.926 11.1 G64 618640 2357040 252.013 251.905 10.8 G65 618640 2357080 251.750 251.640 11.0 G66 618640 2357120 250.802 250.694 10.8 G67 618640 2357160 250.398 250.287 11.1 G68 618640 2357200 250.305 250.198 10.7 G69 618640 2357240 250.356 250.248 10.8 G70 618640 2357280 250.390 250.282 10.8 G71 618680 2357280 250.499 250.391 10.8 G72 618680 2357240 250.393 250.290 10.3 G73 618680 2357200 250.291 250.181 11.0 G74 618680 2357160 250.754 250.644 11.0 G75 618680 2357120 251.442 251.331 11.1 G76 618680 2357080 251.879 251.757 12.2 G77 618680 2357040 251.764 251.653 11.1 G78 618680 2357000 250.257 250.145 11.2 G79 618680 2356960 250.116 250.008 10.8 G80 618680 2356920 251.637 251.542 9.5 250.839 250.746 9.4 meter meter centimeter or Average :: 0.094 meter

90 Grid Coordinates of Grid Point Post Monsoon Pre Monsoon Natural No. RL W.R.T. RL W.R.T. Aggradation TBM TBM of Sand over normal river plane Easting in Northing in (A) in Meter (B) in Meter ( A - B ) in UTM UTM Centimeter TBMP 616996.114 2356021.369 258.735 258.735 0.0 BL1 616784.41 2355493.23 252.800 252.754 4.6 BL2 616925.27 2355340.49 252.430 252.349 8.1 BL3 616747.07 2355152.56 252.101 252.011 9.0 BL4 616638.52 2355301.54 253.205 253.130 7.5 G1 616600 2355120 252.958 252.878 8.0 G2 616600 2355160 252.997 252.915 8.2 G3 616600 2355200 252.984 252.895 8.9 G4 616600 2355240 252.847 252.774 7.3 G5 616600 2355280 252.372 252.297 7.5 G6 616640 2355400 252.742 252.663 7.9 G7 616640 2355360 252.735 252.650 8.5 G8 616640 2355320 252.664 252.583 8.1 G9 616640 2355280 252.342 252.264 7.8 G10 616640 2355240 252.245 252.170 7.5 G11 616640 2355200 252.875 252.795 8.0 G12 616640 2355160 252.986 252.898 8.8 G13 616640 2355120 252.835 252.764 7.1 G14 616680 2355120 252.624 252.551 7.3 G15 616680 2355160 252.654 252.569 8.5 G16 616680 2355200 252.458 252.373 8.5 G17 616680 2355240 251.854 251.775 7.9 G18 616680 2355280 252.445 252.360 8.5 G19 616680 2355320 252.660 252.576 8.4 G20 616680 2355360 252.532 252.444 8.8 G21 616680 2355400 252.548 252.468 8.0 G22 616720 2355480 252.895 252.811 8.4

91 G23 616720 2355440 252.604 252.515 8.9 G24 616720 2355400 252.502 250.822 168.0 G25 616720 2355360 252.459 252.363 9.6 G26 616720 2355320 252.480 252.382 9.8 G27 616720 2355280 252.271 252.175 9.6 G28 616720 2355240 251.975 251.901 7.4 G29 616720 2355200 252.223 252.142 8.1 G30 616720 2355160 252.423 252.342 8.1 G31 616720 2355120 252.589 252.501 8.8 G32 616760 2355120 252.245 252.164 8.1 G33 616760 2355160 252.214 252.116 9.8 G34 616760 2355200 251.901 251.806 9.5 G35 616760 2355240 252.300 252.211 8.9 G36 616760 2355280 252.343 252.252 9.1 G37 616760 2355320 252.387 252.302 8.5 G38 616760 2355360 252.450 252.362 8.8 G39 616760 2355400 252.396 250.956 144.0 G40 616760 2355440 252.560 252.596 -3.6 G41 616760 2355480 252.452 252.377 7.5 G42 616760 2355520 252.957 252.887 7.0 G43 616800 2355520 252.875 252.804 7.1 G44 616800 2355480 252.653 250.552 210.1 G45 616800 2355440 252.415 250.235 218.0 G46 616800 2355400 252.346 252.366 -2.0 G47 616800 2355360 252.362 250.652 171.0 G48 616800 2355320 252.436 250.756 168.0 G49 616800 2355280 252.226 252.146 8.0 G50 616800 2355240 251.948 251.864 8.4 G51 616800 2355200 251.857 251.758 9.9 G52 616800 2355160 251.987 251.866 12.1 G53 616800 2355120 251.876 251.733 14.3 G54 616840 2355120 251.765 251.634 13.1 G55 616840 2355160 251.754 251.619 13.5

92 G56 616840 2355200 251.821 251.708 11.3 G57 616840 2355240 251.863 251.764 9.9 G58 616840 2355280 252.306 252.218 8.8 G59 616840 2355320 252.280 252.226 5.4 G60 616840 2355360 252.314 252.294 2.0 G61 616840 2355400 252.389 250.339 205.0 G62 616840 2355440 252.397 250.117 228.0 G63 616840 2355480 252.587 252.522 6.5 G64 616840 2355520 252.674 252.593 8.1 G65 616880 2355520 252.858 252.773 8.5 G66 616880 2355480 252.548 252.475 7.3 G67 616880 2355440 252.384 252.290 9.4 G68 616880 2355400 252.379 252.306 7.3 G69 616880 2355360 252.344 252.284 6.0 G70 616880 2355320 252.273 252.175 9.8 G71 616880 2355280 252.465 252.351 11.4 G72 616880 2355240 251.658 251.531 12.7 G73 616880 2355200 251.684 251.599 8.5 G74 616880 2355160 251.568 251.442 12.6 G75 616880 2355120 251.458 251.320 13.8 G76 616920 2355120 251.325 251.194 13.1 G77 616920 2355160 251.486 251.353 13.3 G78 616920 2355200 251.587 251.492 9.5 G79 616920 2355240 251.948 251.817 13.1 G80 616920 2355280 252.386 252.257 12.9 G81 616920 2355320 252.224 252.145 7.9 G82 616920 2355360 252.298 252.200 9.8 G83 616920 2355400 252.265 252.176 8.9 G84 616920 2355440 252.365 252.239 12.6 G85 616920 2355480 252.487 252.391 9.6 G86 616920 2355520 252.974 252.875 9.9 G87 616960 2355520 252.798 252.704 9.4 G88 616960 2355480 252.458 252.367 9.1

93 G89 616960 2355440 252.325 252.224 10.1 G90 616960 2355400 252.258 252.170 8.8 G91 616960 2355360 252.973 252.892 8.1 G92 616960 2355320 252.207 252.122 8.5 G93 616960 2355280 252.365 252.259 10.6 G94 616960 2355240 251.587 251.466 12.1 G95 616960 2355200 251.420 251.309 11.1 G96 616960 2355160 251.254 251.124 13.0 G97 616960 2355120 251.020 250.896 12.4

Average :: 252.329 252.098 23.2 meter meter centimeter or 0.232 meter

Brief about the Operation at the Mines

In the year 2017 district authorities were demarked and declared Kushgarh Sand mine. (Letter no . 1450/2017 dtd. 15/12/2017 of district collector enclosed for ready reference.) For the first time application for environment clearance under EIA notification 2006 was submitted before DEIAA on 22.12.2017 vide proposal no. DIA/CG/MIN/11819/2017. EC was accorded to the mines in the month of January 2018 and thereafter the mines was started for the first time from January-february 2018. Major conditions of EC are as under-

1) Validity of EC – 1 year 2) Maximum annual capacity – 72000 cum per year 3) Maximum permissible depth for mining of sand – 1.75 meter 4) Other – copy of EC enclosed for ready reference.

94 Mine was operated during pre-monsoon season up to July 2018 and in post monsoon season from November 2018 to January 2019.

Pre-Monsoon Survey conducted on 13-06-2018

Pre-monsoon survey was conducted on 13/06/2018 by total station survey machine with manual gridding of approx. 20 meter distance by surveyor Mahender Singh Shekhawat resident of Jaipur, Rajasthan in the presence of Neeraj Sharma, Mining Inspector, Balodabazar, Sarpanch and local villagers of village Kushgarh and others. Pitting was also done at the site at 1 point at latit ude 21°22'45.85"N and longitude 82°39'12.60"E in the presence of mining inspector, Sarpanch and villagers. It was also noted that excavated pits at mining area are 0.50 m to 1.84 meter deep.

( Panchnama at site and Photograph enclosed).

Details of Data collected on Survey :

1) Pitting – On pitting it was noted by the Mining Inspector Neeraj Sharma that “Pitting can be done up to 3.50 meter of depth. However water table was intersected on 3.00 meter. Pitting was not possible below 3.00 meter due to water availability.”

2) Total Station Survey for Taking Pre- monsoon level of Mines - Elevation level taken by Total Station Machine at manual gridding of 20 meter distance for the whole mine area with reference to temporary bench mark point is given below –

95 SURVEY SHEET BY TOPCON TOTAL STATION GTS235N ON 20 M GRID PATTERN

Grid No. Easting in UTM Northing in Pre Monsoon UTM RL (B) in Meter TBMP 671031.698 2365145.284 BL1 670797.53 2365868.77 BL2 670841.79 2365878.16 BL3 671594.26 2364970.75 BL4 671565.68 2364949.23 G1 670705 2365780 G2 670705 2365800 G3 670705 2365820 G4 670705 2365840 G5 670705 2365860 G6 670725 2365860 G7 670725 2365840 G8 670725 2365820 G9 670725 2365800 G10 670725 2365820 G11 670725 2365840 G12 670725 2365860 G13 670745 2365700 G14 670745 2365720 G15 670745 2365740 G16 670745 2365760 G17 670745 2365780 G18 670745 2365800 G19 670745 2365820 G20 670745 2365840 G21 670745 2365860 G22 670765 2365840

96 G23 670765 2365820 G24 670765 2365800 G25 670765 2365780 G26 670765 2365760 G27 670765 2365740 G28 670765 2365720 G29 670765 2365700 G30 670765 2365680 G31 670765 2365660 G32 670785 2365600 G33 670785 2365620 G34 670785 2365640 G35 670785 2365660 G36 670785 2365680 G37 670785 2365700 G38 670785 2365720 G39 670785 2365740 G40 670785 2365760 G41 670785 2365780 G42 670805 2365740 G43 670805 2365720 G44 670805 2365700 G45 670805 2365680 G46 670805 2365660 G47 670805 2365640 G48 670805 2365620 G49 670805 2365600 G50 670805 2365580 G51 670805 2365560 G52 670805 2365540 G53 670805 2365520 G54 670825 2365500 G55 670825 2365520

97 G56 670825 2365540 G57 670825 2365560 G58 670825 2365580 G59 670825 2365600 G60 670825 2365620 G61 670825 2365640 G62 670825 2365660 G63 670825 2365680 G64 670845 2365640 G65 670845 2365620 G66 670845 2365600 G67 670845 2365580 G68 670845 2365560 G69 670845 2365540 G70 670845 2365520 G71 670845 2365500 G72 670845 2365480 G73 670845 2365460 G74 670845 2365440 G75 670845 2365420 G76 670865 2365380 G77 670865 2365400 G78 670865 2365420 G79 670865 2365440 G80 670865 2365460 G81 670865 2365480 G82 670865 2365500 G83 670865 2365520 G84 670865 2365540 G85 670865 2365560 G86 670865 2365580 G87 670865 2365600 G88 670865 2365620

98 G89 670885 2365560 G90 670885 2365540 G91 670885 2365520 G92 670885 2365500 G93 670885 2365480 G94 670885 2365460 G95 670885 2365440 G96 670885 2365420 G97 670885 2365400 G98 670885 2365380 G99 670885 2365360 G100 670905 2365320 G101 670905 2365340 G102 670905 2365460 G103 670905 2365380 G104 670905 2365400 G105 670905 2365420 G106 670905 2365440 G107 670905 2365460 G108 670905 2365480 G109 670905 2365500 G110 670925 2365440 G111 670925 2365420 G112 670925 2365400 G113 670925 2365380 G114 670925 2365360 G115 670925 2365340 G116 670925 2365320 G117 670925 2365300 G118 670945 2365280 G119 670945 2365300 G120 670945 2365320 G121 670945 2365340

99 G122 670945 2365360 G123 670945 2365380 G124 670945 2365400 G125 670965 2365380 G126 670965 2365360 G127 670965 2365340 G128 670965 2365320 G129 670965 2365300 G130 670965 2365280 G131 670965 2365260 G132 670965 2365240 G133 670985 2365240 G134 670985 2365260 G135 670985 2365280 G136 670985 2365300 G137 670985 2365320 G138 671005 2365320 G139 671005 2365300 G140 671005 2365280 G141 671005 2365260 G142 671005 2365240 G143 671005 2365220 G144 671005 2365200 G145 671025 2365200 G146 671025 2365220 G147 671025 2365240 G148 671025 2365260 G149 671025 2365280 G150 671025 2365300 G151 671045 2365280 G152 671045 2365260 G153 671045 2365240 G154 671045 2365220

100 G155 671045 2365200 G156 671045 2365180 G157 671045 2365160 G158 671065 2365160 G159 671065 2365180 G160 671065 2365200 G161 671065 2365220 G162 671065 2365240 G163 671065 2365260 G164 671085 2365240 G165 671085 2365220 G166 671085 2365200 G167 671085 2365180 G168 671085 2365160 G169 671085 2365140 G170 671105 2365120 G171 671105 2365140 G172 671105 2365160 G173 671105 2365180 G174 671105 2365200 G175 671105 2365220 G176 671125 2365200 G177 671125 2365180 G178 671125 2365160 G179 671125 2365140 G180 671125 2365120 G181 671145 2365100 G182 671145 2365120 G183 671145 2365140 G184 671145 2365160 G185 671145 2365180 G186 671165 2365180 G187 671165 2365160

101 G188 671165 2365140 G189 671165 2365120 G190 671165 2365100 G191 671185 2365080 G192 671185 2365100 G193 671185 2365120 G194 671185 2365140 G195 671185 2365160 G196 671205 2365160 G197 671205 2365140 G198 671205 2365120 G199 671205 2365100 G200 671205 2365080 G201 671225 2365060 G202 671225 2365080 G203 671225 2365100 G204 671225 2365120 G205 671225 2365140 G206 671225 2365160 G207 671245 2365140 G208 671245 2365120 G209 671245 2365100 G210 671245 2365080 G211 671245 2365060 G212 671265 2365060 G213 671265 2365080 G214 671265 2365100 G215 671265 2365120 G216 671265 2365140 G217 671285 2365120 G218 671285 2365100 G219 671285 2365080 G220 671285 2365060

102 G221 671285 2365040 G222 671305 2365040 G223 671305 2365060 G224 671305 2365080 G225 671305 2365100 G226 671305 2365120 G227 671325 2365100 G228 671325 2365080 G229 671325 2365060 G230 671325 2365040 G231 671345 2365020 G232 671345 2365040 G233 671345 2365060 G234 671345 2365080 G235 671345 2365100 G236 671365 2365100 G237 671365 2365080 G238 671365 2365060 G239 671365 2365040 G240 671365 2365020 G241 671385 2365020 G242 671385 2365040 G243 671385 2365060 G244 671385 2365080 G245 671385 2365100 G246 671405 2365080 G247 671405 2365060 G248 671405 2365040 G249 671405 2365020 G250 671405 2365000 G251 671425 2365000 G252 671425 2365020 G253 671425 2365040

103 G254 671425 2365060 G255 671425 2365080 G256 671445 2365060 G257 671445 2365040 G258 671445 2365020 G259 671445 2365000 G260 671465 2364980 G261 671465 2365000 G262 671465 2365020 G263 671465 2365040 G264 671465 2365060 G265 671485 2365040 G266 671485 2365020 G267 671485 2365000 G268 671485 2364980 G269 671505 2364960 G270 671505 2364980 G271 671505 2365000 G272 671505 2365020 G273 671505 2365040 G274 671525 2365020 G275 671525 2365000 G276 671525 2364980 G277 671525 2364960 G278 671545 2364940 G279 671545 2364960 G280 671545 2364980 G281 671545 2365000 G282 671545 2365020 G283 671565 2365000 G284 671565 2364980 G285 671565 2364960 G286 671565 2364940

104 G287 671585 2364940 G288 671585 2364960 G289 671585 2364980 G290 671585 2365000 G291 671605 2365000 G292 671605 2364980 G293 671605 2364960 G294 671605 2364940

Copy of Panchnama on Pre-Monsoon Survey- done on 11-06-2018

105 106 Pit No. - 1 at village Kurud ditrict Raipur Date of Pitting - latitude - 21°18'38.91"N Longitude - 82°08'32.82"E Depth of Pit - 5 meter Thickness of Sand - more than 5 meter

Photo of Survey :

107 Pit No. - 2 at village Kurud ditrict Raipur Date of Pitting - latitude - 21°18'44.66"N Longitude - 82°08'35.26"E Depth of Pit - 5 meter Thickness of Sand - more than 5 meter

Pit No. - 1 at village Hardidih ditrict Raipur Date of Pitting - latitude - Longitude - Depth of Pit - 3 meter Thickness of Sand - more than 3 meter

KURUD B SAND MINE VILL- KURUD B, TAH-ARANG, DIST-RAIPUR KH.NO-2742, AREA 5.00 HECTARE

SURVEY SHEET BY SOUTH TOTAL STATION NTS 662R Serial No. S25047 ON 40 M GRID PATTERN

Grid Easting in Northing in Post Monsoon Pre Monsoon Natural No. UTM UTM RL RL Replenishment (A) in Meter (B) in Meter (A-B) in Cent. Met.

TBMP 618118.2 2357414 256.369 256.369 0.0 BL1 618479 2357246 250.176 250.096 8.0

108 BL2 618633 2357242 250.356 250.279 7.7 BL3 618605 2356939 251.842 251.738 10.4 BL4 618444 2356941 250.453 250.357 9.6 G1 618400 2356920 250.512 250.434 7.8 G2 618400 2356960 251.32 251.242 7.8 G3 618400 2357000 251.579 251.499 8.0 G4 618400 2357040 251.767 251.69 7.7 G5 618400 2357080 251.193 251.12 7.3 G6 618400 2357120 250.619 250.535 8.4 G7 618400 2357160 250.24 250.153 8.7 G8 618400 2357200 250.503 250.413 9.0 G9 618400 2357240 250.922 250.841 8.1 G10 618400 2357280 251.231 251.149 8.2 G11 618440 2357280 250.801 250.719 8.2 G12 618440 2357240 250.49 250.413 7.7 G13 618440 2357200 250.447 250.356 9.1 G14 618440 2357160 250.496 250.406 9.0 G15 618440 2357120 250.54 250.456 8.4 G16 618440 2357080 250.586 250.509 7.7 G17 618440 2357040 250.54 250.46 8.0 G18 618440 2357000 251.114 251.032 8.2 G19 618440 2356960 250.164 250.085 7.9 G20 618440 2356920 251.453 251.38 7.3 G21 618480 2356920 250.856 250.779 7.7 G22 618480 2356960 250.715 250.635 8.0 G23 618480 2357000 250.651 250.567 8.4 G24 618480 2357040 250.587 250.505 8.2 G25 618480 2357080 250.521 250.441 8.0 G26 618480 2357120 250.413 250.326 8.7 G27 618480 2357160 250.373 250.275 9.8 G28 618480 2357200 250.352 250.258 9.4

109 G29 618480 2357240 250.176 250.094 8.2 G30 618480 2357280 250.428 250.33 9.8 G31 618520 2357280 250.125 250.026 9.9 G32 618520 2357240 250.032 249.945 8.7 G33 618520 2357200 250.15 250.049 10.1 G34 618520 2357160 250.366 250.263 10.3 G35 618520 2357120 250.564 250.473 9.1 G36 618520 2357080 250.868 250.786 8.2 G37 618520 2357040 251.039 250.951 8.8 G38 618520 2357000 251.21 251.119 9.1 G39 618520 2356960 251.008 250.92 8.8 G40 618520 2356920 251.149 251.067 8.2 G41 618560 2356920 251.473 251.385 8.8 G42 618560 2356960 251.548 251.457 9.1 G43 618560 2357000 251.49 251.394 9.6 G44 618560 2357040 251.319 251.225 9.4 G45 618560 2357080 251.105 251.012 9.3 G46 618560 2357120 250.775 250.674 10.1 G47 618560 2357160 250.319 250.211 10.8 G48 618560 2357200 250.211 250.107 10.4 G49 618560 2357240 250.081 249.991 9.0 G50 618560 2357280 250.112 250.011 10.1 G51 618600 2357280 250.247 250.144 10.3 G52 618600 2357240 250.206 250.107 9.9 G53 618600 2357200 250.258 250.155 10.3 G54 618600 2357160 250.317 250.207 11.0 G55 618600 2357120 250.781 250.676 10.5 G56 618600 2357080 251.309 251.208 10.1 G57 618600 2357040 251.591 251.491 10.0 G58 618600 2357000 251.673 251.57 10.3 G59 618600 2356960 251.771 251.673 9.8

110 G60 618600 2356920 251.842 251.759 8.3 G61 618640 2356920 251.902 251.82 8.2 G62 618640 2356960 252.162 252.06 10.2 G63 618640 2357000 252.037 251.926 11.1 G64 618640 2357040 252.013 251.905 10.8 G65 618640 2357080 251.75 251.64 11.0 G66 618640 2357120 250.802 250.694 10.8 G67 618640 2357160 250.398 250.287 11.1 G68 618640 2357200 250.305 250.198 10.7 G69 618640 2357240 250.356 250.248 10.8 G70 618640 2357280 250.39 250.282 10.8 G71 618680 2357280 250.499 250.391 10.8 G72 618680 2357240 250.393 250.29 10.3 G73 618680 2357200 250.291 250.181 11.0 G74 618680 2357160 250.754 250.644 11.0 G75 618680 2357120 251.442 251.331 11.1 G76 618680 2357080 251.879 251.757 12.2 G77 618680 2357040 251.764 251.653 11.1 G78 618680 2357000 250.257 250.145 11.2 G79 618680 2356960 250.116 250.008 10.8 G80 618680 2356920 251.637 251.542 9.5 250.8393095 250.7455952 9.371428571

111 HARDIDIH SAND MINE VILL--HARDIDIH, TAH-ARANG, DIST-RAIPUR KH.NO-703, AREA 5.00 HECTARE

SURVEY SHEET BY SOUTH TOTAL STATION NTS 662R Serial No. S25047 ON 40 M GRID PATTERN

Grid Easting in Northing in Post Monsoon Pre Monsoon Natural No. UTM UTM RL RL Replenishment (A) in Meter (B) in Meter (A-B) in Cent. Met. TBMP 616996.114 2356021.369 258.735 258.735 0.0 BL1 616784.41 2355493.23 252.8 252.754 4.6 BL2 616925.27 2355340.49 252.43 252.349 8.1 BL3 616747.07 2355152.56 252.101 252.011 9.0 BL4 616638.52 2355301.54 253.205 253.13 7.5 G1 616600 2355120 252.958 252.878 8.0 G2 616600 2355160 252.997 252.915 8.2 G3 616600 2355200 252.984 252.895 8.9 G4 616600 2355240 252.847 252.774 7.3 G5 616600 2355280 252.372 252.297 7.5 G6 616640 2355400 252.742 252.663 7.9 G7 616640 2355360 252.735 252.65 8.5 G8 616640 2355320 252.664 252.583 8.1 G9 616640 2355280 252.342 252.264 7.8 G10 616640 2355240 252.245 252.17 7.5 G11 616640 2355200 252.875 252.795 8.0 G12 616640 2355160 252.986 252.898 8.8 G13 616640 2355120 252.835 252.764 7.1 G14 616680 2355120 252.624 252.551 7.3 G15 616680 2355160 252.654 252.569 8.5 G16 616680 2355200 252.458 252.373 8.5

112 G17 616680 2355240 251.854 251.775 7.9 G18 616680 2355280 252.445 252.36 8.5 G19 616680 2355320 252.66 252.576 8.4 G20 616680 2355360 252.532 252.444 8.8 G21 616680 2355400 252.548 252.468 8.0 G22 616720 2355480 252.895 252.811 8.4 G23 616720 2355440 252.604 252.515 8.9 G24 616720 2355400 252.502 250.822 168.0 G25 616720 2355360 252.459 252.363 9.6 G26 616720 2355320 252.48 252.382 9.8 G27 616720 2355280 252.271 252.175 9.6 G28 616720 2355240 251.975 251.901 7.4 G29 616720 2355200 252.223 252.142 8.1 G30 616720 2355160 252.423 252.342 8.1 G31 616720 2355120 252.589 252.501 8.8

G32 616760 2355120 252.245 252.164 8.1 G33 616760 2355160 252.214 252.116 9.8 G34 616760 2355200 251.901 251.806 9.5 G35 616760 2355240 252.3 252.211 8.9 G36 616760 2355280 252.343 252.252 9.1 G37 616760 2355320 252.387 252.302 8.5 G38 616760 2355360 252.45 252.362 8.8 G39 616760 2355400 252.396 250.956 144.0 G40 616760 2355440 252.56 252.596 -3.6 G41 616760 2355480 252.452 252.377 7.5 G42 616760 2355520 252.957 252.887 7.0 G43 616800 2355520 252.875 252.804 7.1 G44 616800 2355480 252.653 250.552 210.1 G45 616800 2355440 252.415 250.235 218.0 G46 616800 2355400 252.346 252.366 -2.0 G47 616800 2355360 252.362 250.652 171.0

113 G48 616800 2355320 252.436 250.756 168.0 G49 616800 2355280 252.226 252.146 8.0 G50 616800 2355240 251.948 251.864 8.4 G51 616800 2355200 251.857 251.758 9.9 G52 616800 2355160 251.987 251.866 12.1 G53 616800 2355120 251.876 251.733 14.3 G54 616840 2355120 251.765 251.634 13.1 G55 616840 2355160 251.754 251.619 13.5 G56 616840 2355200 251.821 251.708 11.3 G57 616840 2355240 251.863 251.764 9.9 G58 616840 2355280 252.306 252.218 8.8 G59 616840 2355320 252.28 252.226 5.4 G60 616840 2355360 252.314 252.294 2.0 G61 616840 2355400 252.389 250.339 205.0 G62 616840 2355440 252.397 250.117 228.0 G63 616840 2355480 252.587 252.522 6.5 G64 616840 2355520 252.674 252.593 8.1 G65 616880 2355520 252.858 252.773 8.5 G66 616880 2355480 252.548 252.475 7.3 G67 616880 2355440 252.384 252.29 9.4 G68 616880 2355400 252.379 252.306 7.3 G69 616880 2355360 252.344 252.284 6.0 G70 616880 2355320 252.273 252.175 9.8 G71 616880 2355280 252.465 252.351 11.4 G72 616880 2355240 251.658 251.531 12.7 G73 616880 2355200 251.684 251.599 8.5 G74 616880 2355160 251.568 251.442 12.6 G75 616880 2355120 251.458 251.32 13.8 G76 616920 2355120 251.325 251.194 13.1 G77 616920 2355160 251.486 251.353 13.3 G78 616920 2355200 251.587 251.492 9.5

114 G79 616920 2355240 251.948 251.817 13.1 G80 616920 2355280 252.386 252.257 12.9 G81 616920 2355320 252.224 252.145 7.9 G82 616920 2355360 252.298 252.2 9.8 G83 616920 2355400 252.265 252.176 8.9 G84 616920 2355440 252.365 252.239 12.6 G85 616920 2355480 252.487 252.391 9.6 G86 616920 2355520 252.974 252.875 9.9 G87 616960 2355520 252.798 252.704 9.4 G88 616960 2355480 252.458 252.367 9.1 G89 616960 2355440 252.325 252.224 10.1 G90 616960 2355400 252.258 252.17 8.8 G91 616960 2355360 252.973 252.892 8.1 G92 616960 2355320 252.207 252.122 8.5 G93 616960 2355280 252.365 252.259 10.6 G94 616960 2355240 251.587 251.466 12.1 G95 616960 2355200 251.42 251.309 11.1 G96 616960 2355160 251.254 251.124 13.0 G97 616960 2355120 251.02 250.896 12.4

About the Tributaries of Mahanadi Basin

The Mahanadi basin extends over an area of 141,589 km2 which is nearly 4.3% of the total geographical area of the country. It lies between east longitudes 80° 30' to 86° 50' and north latitudes 19° 21' to 23° 35'. It is bounded on the north by the Central India hills, on the south and east by the Eastern Ghats and on the west by the Maikala range. The upper basin is a saucer shaped and mostly lies in Chhattisgarh state. The basin is circular in shape with a diameter of about 400 km

115 and an exit passage of about 160 km length and 60 km breadth. Physiographically, the basin can be divided into four regions, namely, the northern plateau, the Eastern Ghats, the coastal plain and the erosional plains of central table land. The first two are hilly regions. The coastal plain is the delta area which is highly fertile. The central table land is the central interior region of the basin, traversed by the river and its tributaries. The basin has a culturable area of about 79,900 km2 which is about 57% of the basin area and four present of the total culturable area of the country.

Note:

The information provided in this report has been prepared from the existing and latest data collected from the concerned authorities. Although utmost care has been taken during editing and printing, still there may be some minor corrections for which the Directorate of Geology & Mining, Regional office Raipur Sonakhan Bhawan, cannot be held responsible. The queries in this regard are most welcome by the concerned office.

116